peterson afb north col02068 10094363 · \⠀㌀尩 existing dc12-48-60-0-25e dc surge suppressors...

$: PETERSON AFB NORTH COL02068 10094363 · \⠀㌀尩 existing dc12-48-60-0-25e dc surge suppressors on existing h-frame. existing gps unit . 79'-0" 79'-0" existing ice bridge \⠀吀夀倀尩$
DRIVING DIRECTIONS

SITE INFORMATION

PETERSON AFB NORTHCOL0206810094363

VICINITY MAP

CONTACT INFORMATION

LTE-4C/5C/4T4RMONOPOLE

DRAWING INDEXLOCAL MAP

T-1

UNDERGROUND SERVICE ALERT

UTILITY NOTIFICATION CENTER OF COLORADO

(800) 922-1987

WWW.UNCC.ORG

11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED

PROJECT DESCRIPTION

ENGINEERING

GENERAL NOTES

LEGAL DESCRIPTION

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NO SCALE

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DIRECTIONS FROM AT&T OFFICE:

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CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

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SHEET NO.

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SHEET TITLE

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TITLE SHEET

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T-1

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C-4

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C-2

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EXISTING AND PROPOSED EQUIPMENT LAYOUTS

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LEIDOS REALTY LLC

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SITE LOCATION

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EXISTING AND PROPOSED SITE ELEVATIONS

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DESCRIPTION

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DATE

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UNLESS THEY ARE ACTING UNDER THE DIRECTION

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IT IS A VIOLATION OF LAW FOR ANY PERSON,

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OF A LICENSED PROFESSIONAL ENGINEER,

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TO ALTER THIS DOCUMENT.

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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6985 SPACE VILLAGE AVENUE

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COLORADO SPRINGS, CO 80916

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112

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T.I.D.

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2.0

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RFDS:

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2.00

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DENVER, COLORADO 80237

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4600 SOUTH SYRACUSE STREET

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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TITLE SHEET

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C-3

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ANTENNA LAYOUTS

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GN-1

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GN-2

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GN-3

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GN-4

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GN-5

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GN-6

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SITE LOCATION

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PROPERTY OWNER:

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ADDRESS:

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PO BOX 80615

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TELEPHONE COMPANY:

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CENTURYLINK

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POWER COMPANY:

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COLORADO SPRINGS UTILITIES

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CONSTRUCTION TYPE:

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V-B

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OCCUPANCY GROUP:

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U

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PARCEL NUMBER:

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5417001004

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ZONING DISTRICT:

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CS

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ZONING JURISDICTION:

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EL PASO COUNTY

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LONGITUDE (NAD 83):

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104° 41' 53.9" W

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LATITUDE (NAD 83):

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38° 50' 15.6" N

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COUNTY:

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EL PASO

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LEGEND AND ABBREVIATIONS

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GENERAL CONSTRUCTION NOTES

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GENERAL SITE WORK AND DRAINAGE NOTES

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GENERAL CONCRETE WORK NOTES

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GENERAL STRUCTURAL STEEL NOTES

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GENERAL ELECTRICAL NOTES

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HEAD SOUTH TOWARD INVERNESS DRIVE WEST. TURN SOUTHEAST ONTO INVERNESS DRIVE WEST. TURN WEST ONTO EAST COUNTY LINE ROAD. MERGE ONTO I-25 SOUTH VIA THE RAMP TOWARD COLORADO SPRINGS. TAKE EXIT 153 FOR INTERQUEST PARKWAY. CONTINUE EAST ON INTERQUEST PARKWAY. TURN SOUTHEAST ONTO CO-21 SOUTH. TAKE EXIT 141 FOR US-25 EAST. TURN EAST ONTO EAST PLATTE AVENUE. TAKE THE EXIT FOR SPACE VILLAGE AVENUE. TURN EAST ONTO SPACE VILLAGE AVENUE. TURN SOUTH ONTO COMMAND VIEW. THE SITE IS ON THE NORTH SIDE OF THE ROAD.

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3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION

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C-1

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SITE PLAN

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INDIANAPOLIS IN 46280-0615

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TOWER OWNER:

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SBA COMMUNICATIONS CORP

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SBA SITE NAME:

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PETERSON AFB

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SBA SITE NUMBER:

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CO46051-A

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C-5

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EQUIPMENT DETAILS

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E-1

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ELECTRICAL DC ONE-LINE DIAGRAM

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G-1

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EQUIPMENT GROUNDING PLAN

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G-2

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GROUNDING DETAILS

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PACE ID:

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MRUTH024813, MRUTH024909

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MRUTH024910

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THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR THE AT&T WIRELESS TELECOMMUNICATIONS NETWORK. A. INSTALL (3) PROPOSED 8' ANTENNAS INSTALL (3) PROPOSED 8' ANTENNAS B. INSTALL (3) 13.1"X7.87"X21.6" (B14 700MHZ) RRHS INSTALL (3) 13.1"X7.87"X21.6" (B14 700MHZ) RRHS C. INSTALL (3) 11.97"x7.18"x21.2" (1900MHz PCS) RRHs INSTALL (3) 11.97"x7.18"x21.2" (1900MHz PCS) RRHs D. INSTALL (3) 11.8"x7.2"x25.8" (2100MHz AWS) RRHsINSTALL (3) 11.8"x7.2"x25.8" (2100MHz AWS) RRHs

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2011 INTERNATIONAL BLDG. CODE OR LATEST ADOPTED EDITION 2014 NATIONAL ELECTRIC CODE OR LATEST ADOPTED EDITION TIA/EIA-222-G OR LATEST EDITION 2011 PIKES PEAK REGIONAL BUILDING DEPARTMENT REQUIREMENTS

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THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED.

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JOHN VAUGHAN

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(720) 412-4989

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CONSTRUCTION MANAGER:

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ENGINEER:

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PHONE:

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CONTACT:

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BLACK & VEATCH CORPORATION

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ROBERT SEDIVY

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(303) 264-0512

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DENVER, CO 80237

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4600 SOUTH SYRACUSE STREET, SUITE 800

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NEIL EFT

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(303) 256-4014

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SITE ACQUISITION MANAGER:

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RF ENGINEER:

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DAVID BLACK

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(303) 643-3719

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LOT 1 COPPERWOOD SAIC

mal90533

Text Box

Engineering Approved -CAM 9/20/17

C-1

1

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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SITE PLAN

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SITE PLAN

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EXISTING 6'-0" SINGLE SWING ACCESS GATE

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EXISTING CHAIN-LINK FENCE (TYP)

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EXISTING ICE BRIDGE (TYP)

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EXISTING MONOPOLE

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12"

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6"

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0

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1'

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2'

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3'

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4'

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5'

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6'

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7'

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3/8"=1'-0"

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NOTES

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1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY.ANTENNAS AND MOUNTS OMITTED FOR CLARITY.

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-

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C-3

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SEE EQUIPMENT LAYOUT

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-

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C-2

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EXISTING 10'-0" DOUBLE SWING ACCESS GATE

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EXISTING H-FRAME

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EXISTING EQUIPMENT SHELTER OTHER CARRIER

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EXISTING AT&T EQUIPMENT ON EXISTING CONCRETE PAD (TYP)

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EXISTING ICE BRIDGE LENGTH 25'-0"±

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EXISTING METER

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EXISTING DISCONNECT

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EXISTING METER

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EXISTING DISCONNECT

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SEE ANTENNA LAYOUT

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-

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C-4

C-2

21

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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EXISTING AND PROPOSED

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EQUIPMENT LAYOUTS

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EXISTING EQUIPMENT LAYOUT

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PROPOSED EQUIPMENT LAYOUT

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NOTE

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12"

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6"

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0

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1'

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2'

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3'

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3/4"=1'-0"

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12"

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6"

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0

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1'

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2'

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3'

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3/4"=1'-0"

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CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

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EXISTING FSM4 WITH (2) EXISTING ABIA AND (1) PROPOSED ABIA

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EXISTING POWER PLANT WITH (4) EXISTING BATTERIES

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EXISTING 850 GSM CABINET RIP

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EXISTING UMTS CABINET

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EXISTING MARCONI CABINET

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EXISTING GPS UNIT

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EXISTING TELCO BOX

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EXISTING H-FRAME (TYP OF 2)

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EXISTING CIENA

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EXISTING LTE CABINET

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EXISTING 850 GSM CABINET TO BE RIP

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EXISTING UMTS CABINET

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EXISTING MARCONI CABINET

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EXISTING GPS UNIT

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EXISTING TELCO BOX

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EXISTING H-FRAME (TYP OF 2)

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EXISTING CIENA

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EXISTING LTE CABINET

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EXISTING HOFFMAN BOX

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EXISTING GENERATOR INTERFACE

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EXISTING HOFFMAN BOX

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EXISTING GENERATOR INTERFACE

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EXISTING AC PANEL

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EXISTING SUB PANEL

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EXISTING AC PANEL

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EXISTING SUB PANEL

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EXISTING DIPLEXER MOUNTED BELOW ICE BRIDGE (TYP OF 6)

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EXISTING BATTERY CABINET

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EXISTING BATTERY CABINET

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EXISTING POWER PLANT WITH (4) EXISTING BATTERIES

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EXISTING FSM4 WITH (2) EXISTING ABIA

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(3) EXISTING OUTDOOR DC SURGE SUPPRESSORS ON EXISTING H-FRAME

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EXISTING DIPLEXER MOUNTED BELOW ICE BRIDGE (TYP OF 6)

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(3) EXISTING OUTDOOR DC SURGE SUPPRESSORS ON EXISTING H-FRAME

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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EXISTING AND PROPOSED

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SITE ELEVATIONS

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PROPOSED WEST ELEVATION

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EXISTING WEST ELEVATION

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8'

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4'

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0

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8'

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16'

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1/8"=1'-0"

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8'

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4'

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0

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8'

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16'

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1/8"=1'-0"

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%%UNOTE

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%%UNOTE

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79'-0"

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79'-0"

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(9) EXISTING AT&T ANTENNAS TIP EL. @ 72'-0" AGL

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(12) AT&T ANTENNAS TOTAL: (9) EXISTING ANTENNAS (3) PROPOSED ANTENNAS TIP EL. @ 72'-0" AGL

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2

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C-4

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3

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C-4

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(6) EXISTING DC POWER TRUNK AND EXISTING DC POWER TRUNK AND (4) EXISTING FIBER TRUNK INSIDE OF EXISTING MONOPOLE

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EXISTING AT&T EQUIPMENT ON CONCRETE PAD (TYP)

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EXISTING MONOPOLE

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(6) EXISTING DC POWER TRUNK AND (4) EXISTING FIBER TRUNK INSIDE OF EXISTING MONOPOLE

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EXISTING H-FRAME (TYP)

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(3) EXISTING DC12-48-60-0-25E DC SURGE SUPPRESSORS ON EXISTING H-FRAME

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EXISTING GPS UNIT

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79'-0"

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79'-0"

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EXISTING AT&T EQUIPMENT ON CONCRETE PAD (TYP)

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EXISTING MONOPOLE

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EXISTING H-FRAME (TYP)

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EXISTING GPS UNIT

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EXISTING BATTERY CABINET ON EXISTING CONCRETE PAD

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EXISTING ANTENNAS OTHER CARRIER TIP EL. @ 80'-0"± AGL

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EXISTING ANTENNAS OTHER CARRIER TIP EL. @ 80'-0"± AGL

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THE EXISTING TOWER IS CURRENTLY BEING ANALYZED BY OTHERS TO DETERMINE ITS STRUCTURAL CAPACITY TO CARRY THE PROPOSED NEW COAX AND ANTENNAS. THESE DRAWINGS HAVE BEEN CREATED BASED ON THE ASSUMPTION THAT THE STRUCTURAL ANALYSIS WILL SHOW THAT THE TOWER HAS SUFFICIENT CAPACITY TO SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE COAX AND ANTENNAS SHALL NOT COMMENCE UNTIL AN APPROVED STRUCTURAL ANALYSIS HAS BEEN RECEIVED BY THE OWNER OR AT&T AND HAS BEEN REVIEWED BY BLACK & VEATCH.

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EXISTING BATTERY CABINET ON EXISTING CONCRETE PAD

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(3) EXISTING DC12-48-60-0-25E DC SURGE SUPPRESSORS ON EXISTING H-FRAME

C-4

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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ANTENNA LAYOUTS

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PROPOSED ANTENNA LAYOUT

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EXISTING ANTENNA LAYOUT

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PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT

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NO SCALE

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NO SCALE

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NO SCALE

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TRANSMISSION CABLE

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SECTOR

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A1

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ANTENNA TYPE

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A4

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A2

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B1

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B4

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B3

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C1

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C4

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C3

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LTE 700/PCS

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TECHNOLOGY

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A3

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B2

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C2

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TYPE

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QTY.

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EXISTING ANTENNA

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NO CHANGES

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DC JUMPERS NEEDED

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FIBER JUMPERS NEEDED

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YES

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YES

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-

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-

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LTE 700/AWS

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-

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-

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-

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-

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-

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NO CHANGES

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NO CHANGES

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*(6) EXISTING DC POWER TRUNKS AND (3) EXISTING FIBER TRUNK SUPPLY ALL LTE ANTENNAS

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UMTS 850/1900

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EXISTING ANTENNA

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PROPOSED ANTENNA

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LTE WCS

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EXISTING ANTENNA

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-

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-

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-

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NO CHANGES

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A1

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C4

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ALPHA SECTOR

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BETA SECTOR

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GAMMA SECTOR

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B1

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C3

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C2

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C1

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A2

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A3

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A4

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B2

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B3

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B4

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EXISTING TMA (TYP OF 6, 2 PER SECTOR) AND EXISTING DIPLEXER (TYP OF 6, 2 PER SECTOR)

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EXISTING 700 RRH (TYP PER SECTOR)

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EXISTING ANTENNA (TYP OF 9, 3 PER SECTOR)

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EXISTING ANTENNA PLATFORM

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EXISTING DC SURGE SUPPRESSOR (TYP OF 3)

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EXISTING WCS RRH ON EXISTING BACK-TO-BACK MOUNT (TYP PER SECTOR)

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EXISTING MONOPOLE

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EXISTING 1900 RRH TO BE REMOVED (TYP PER SECTOR)

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EXISTING FIBER MAINTENANCE BOX (TYP PER SECTOR)

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A1

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C4

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ALPHA SECTOR

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BETA SECTOR

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GAMMA SECTOR

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B1

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C3

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C2

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C1

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A2

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A3

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A4

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B2

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B3

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B4

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EXISTING TMA (TYP OF 6, 2 PER SECTOR) AND EXISTING DIPLEXER (TYP OF 6, 2 PER SECTOR)

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EXISTING ANTENNA (TYP OF 9, 3 PER SECTOR)

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EXISTING ANTENNA PLATFORM

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EXISTING DC SURGE SUPPRESSOR (TYP OF 3)

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EXISTING WCS RRH ON EXISTING BACK-TO-BACK MOUNT (TYP PER SECTOR)

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EXISTING MONOPOLE

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(1) PROPOSED 700 (B14) RRH (1) PROPOSED AWS (B66A) RRH EXISTING BACK-TO-BACK MOUNT (TYP PER SECTOR)

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EXISTING FIBER MAINTENANCE BOX (TYP PER SECTOR)

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(1) PROPOSED PCS B25 RRH (1) EXISTING 700 RRH ON EXISTING BACK-TO-BACK MOUNT (TYP PER SECTOR)

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1

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C-5

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PROPOSED ANTENNA (TYP PER SECTOR)

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5

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C-5

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2 & 3

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C-5

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4

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C-5

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YES

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YES

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LTE 700/PCS

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EXISTING ANTENNA

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NO CHANGES

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YES

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YES

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-

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-

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LTE 700/AWS

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-

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-

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-

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-

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-

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NO CHANGES

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NO CHANGES

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UMTS 850/1900

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EXISTING ANTENNA

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PROPOSED ANTENNA

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LTE WCS

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EXISTING ANTENNA

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-

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-

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-

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NO CHANGES

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YES

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YES

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LTE 700/PCS

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EXISTING ANTENNA

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NO CHANGES

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YES

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YES

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-

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-

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LTE 700/AWS

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-

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-

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-

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-

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-

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NO CHANGES

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NO CHANGES

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UMTS 850/1900

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EXISTING ANTENNA

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PROPOSED ANTENNA

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LTE WCS

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EXISTING ANTENNA

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-

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-

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-

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NO CHANGES

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YES

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YES

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NOTES

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1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. 2. ANTENNA OR RRH MODELS MAY CHANGE DUE TO ANTENNA OR RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED BY AT&T AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND STRUCTURAL ANALYSES.

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PROPOSED

C-5

1

4

7

2

5

8

3

6

9

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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EQUIPMENT DETAILS

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COMMSCOPE RRU MOUNT RR-FA2

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TOTAL WEIGHT (UNFINISHED)

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35.88 LBS

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ROUND LEGS

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UP TO 5.5" DIA

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UP TO 6.0" DIA

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60 DEGREE ANGLE LEGS

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UP TO 4.5" DIA

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90 DEGREE ANGLE LEGS

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RRH (TYP)

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PROPOSED RRH ANGLE MOUNT

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FAST ACCESS DUAL RRH MOUNT

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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RRH SPECIFICATIONS (1900 MHz)

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ALCATEL-LUCENT B25 RRH4x30W+4T4R OR RRH2x60W+2T4R OR RRH2x60W+2T4RRRH2x60W+2T4R

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WIDTH

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11.97" (304 mm)

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DEPTH

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HEIGHT

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WEIGHT

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7.18" (182 mm)

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21.2" (538 mm)

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52.8 LBS (24 Kg)

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NOKIA FLEXI 4T4R B14 RRH4X40W+4T4R or RRH2X60W+2T2R FRBI

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WIDTH

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13.1" (320mm)

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DEPTH

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HEIGHT

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WEIGHT

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7.87" (160mm)

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21.6" (583mm)

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53 LBS (26kg)

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ALCATEL-LUCENT B66A RRH4x45W+4T4R OR RRH2x90W+2T4R OR RRH2x90W+2T4RRRH2x90W+2T4R

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WIDTH

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11.8" (299 mm)

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DEPTH

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HEIGHT

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WEIGHT

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7.2" (182 mm)

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25.8" (655 mm)

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56.8 LBS (26 Kg)

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PROPOSED ANTENNA (TYP)

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PROPOSED MOUNTING BRACKET (TYP)

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PROPOSED MOUNTING BRACKET (TYP)

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EXISTING MOUNTING PIPE

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ANTENNA MOUNTING DETAIL

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NOT USED

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NOT USED

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NOT USED

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NOT USED

E-1

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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ELECTRICAL DC

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ONE-LINE DIAGRAM

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ELECTRICAL DC ONE-LINE DIAGRAM

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NO SCALE

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NOTES

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1. DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. REFER TO ATT-002-290-701. 2. LTE DC POWER WIRING SIZE 14 AWG TO 10 AWG SHALL BE LTE DC POWER WIRING SIZE 14 AWG TO 10 AWG SHALL BE TELCOFLEX III. DC POWER WIRING 8 AWG AND LARGER SHALL BE TELCOFLEX IV. 3. LTE POWER WIRING SHALL BE IN ACCORDANCE WITH LTE POWER WIRING SHALL BE IN ACCORDANCE WITH ATT-002-290-701. 4. GROUND CONDUCTOR MINIMUM SIZE SHALL BE 750 KCMIL FOR POWER GROUND CONDUCTOR MINIMUM SIZE SHALL BE 750 KCMIL FOR POWER PLANT CAPACITY GREATER THAN OR EQUAL TO 1,200 AMP. 5. DC ELECTRICAL LOAD DEMAND FOR PROPOSED ADDITIONS WERE DC ELECTRICAL LOAD DEMAND FOR PROPOSED ADDITIONS WERE INCLUDED IN AC LOAD CALCULATION.

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EXISTING DC POWER PLANT

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EXISTING DC POWER TRUNK

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DC CIRCUIT SCHEDULE

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FROM

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TO

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CONFIGURATION

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1

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2

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3

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NO

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EXISTING RAYCAP SURGE PROTECTION DC12-48-60-0-25E

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-48VDC CIRCUIT

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(1) 12-#10 TELCOFLEX III DC CABLE

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(2) 6- #8 THHN/THWN-VW1 TYPE TC-ER DC CABLE

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EXISTING RAYCAP SURGE PROTECTION DC6-48-60-18-8F

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(1) 2- #12 THHN/THWN-VW1 TYPE TC-ER DC CABLE

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PROPOSED REMOTE RADIO HEAD

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-48VDC DISTRIBUTION

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1

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2

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PROPOSED PCS RRH #2

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EXISTING WCS RRH #2

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PROPOSED 700 RRH #2

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3

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PROPOSED DC POWER JUMPER (TYP)

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PROPOSED PCS RRH #1

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EXISTING WCS RRH #1

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PROPOSED 700 RRH #1

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PROPOSED PCS RRH #3

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EXISTING WCS RRH #3

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PROPOSED 700 RRH #3

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PROPOSED AWS RRH #1

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PROPOSED AWS RRH #1

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PROPOSED AWS RRH #1

G-1

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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EQUIPMENT GROUNDING

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PLAN

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RRH

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RRH

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RRH

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OUTDOOR EQUIPMENT AREA

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EXISTING ANTENNA GROUND BAR

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EXISTING CELL REFERENCE GROUND BAR

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GROUNDING KEY NOTES

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NOTES

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1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND AT&T GROUNDING AND BONDING REQUIREMENTS (ATT-TP-76416) AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED.

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LEGEND

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EXISTING TOWER EXIT GROUND BAR

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EXOTHERMIC CONNECTION

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MECHANICAL CONNECTION

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GROUND ROD

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EXISTING TOWER GROUND RING

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EXISTING EXTERIOR GROUND RING

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T

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TEST GROUND ROD WITH INSPECTION SLEEVE

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EXTERIOR GROUND BAR

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ANTENNA

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EQUIPMENT GROUNDING ONE-LINE

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NO SCALE

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ANTENNA

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#2 AWG

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#2 AWG

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#2 AWG

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#2 AWG

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#2 AWG

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A

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EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT AWG SOLID COPPER, BURIED AT A DEPTH OF AT AWG SOLID COPPER, BURIED AT A DEPTH OF AT SOLID COPPER, BURIED AT A DEPTH OF AT SOLID COPPER, BURIED AT A DEPTH OF AT COPPER, BURIED AT A DEPTH OF AT COPPER, BURIED AT A DEPTH OF AT BURIED AT A DEPTH OF AT BURIED AT A DEPTH OF AT AT A DEPTH OF AT AT A DEPTH OF AT A DEPTH OF AT A DEPTH OF AT DEPTH OF AT DEPTH OF AT OF AT OF AT AT AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND GRADE, OR 6 INCHES BELOW THE FROST LINE AND GRADE, OR 6 INCHES BELOW THE FROST LINE AND OR 6 INCHES BELOW THE FROST LINE AND OR 6 INCHES BELOW THE FROST LINE AND 6 INCHES BELOW THE FROST LINE AND 6 INCHES BELOW THE FROST LINE AND INCHES BELOW THE FROST LINE AND INCHES BELOW THE FROST LINE AND BELOW THE FROST LINE AND BELOW THE FROST LINE AND THE FROST LINE AND THE FROST LINE AND FROST LINE AND FROST LINE AND LINE AND LINE AND AND AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. INCHES FROM THE EXTERIOR WALL OR FOOTING. INCHES FROM THE EXTERIOR WALL OR FOOTING. FROM THE EXTERIOR WALL OR FOOTING. FROM THE EXTERIOR WALL OR FOOTING. THE EXTERIOR WALL OR FOOTING. THE EXTERIOR WALL OR FOOTING. EXTERIOR WALL OR FOOTING. EXTERIOR WALL OR FOOTING. WALL OR FOOTING. WALL OR FOOTING. OR FOOTING. OR FOOTING. FOOTING. FOOTING. (ATT-TP-76416 2.2.3.5 / 7.5.1) TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND GROUND RING SYSTEM SHALL BE INSTALLED AROUND GROUND RING SYSTEM SHALL BE INSTALLED AROUND RING SYSTEM SHALL BE INSTALLED AROUND RING SYSTEM SHALL BE INSTALLED AROUND SYSTEM SHALL BE INSTALLED AROUND SYSTEM SHALL BE INSTALLED AROUND SHALL BE INSTALLED AROUND SHALL BE INSTALLED AROUND BE INSTALLED AROUND BE INSTALLED AROUND INSTALLED AROUND INSTALLED AROUND AROUND AROUND AN ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS GUY ANCHORS. WHERE SEPARATE SYSTEMS GUY ANCHORS. WHERE SEPARATE SYSTEMS ANCHORS. WHERE SEPARATE SYSTEMS ANCHORS. WHERE SEPARATE SYSTEMS WHERE SEPARATE SYSTEMS WHERE SEPARATE SYSTEMS SEPARATE SYSTEMS SEPARATE SYSTEMS SYSTEMS SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS THE TOWER AND THE BUILDING, AT LEAST TWO BONDS THE TOWER AND THE BUILDING, AT LEAST TWO BONDS TOWER AND THE BUILDING, AT LEAST TWO BONDS TOWER AND THE BUILDING, AT LEAST TWO BONDS AND THE BUILDING, AT LEAST TWO BONDS AND THE BUILDING, AT LEAST TWO BONDS THE BUILDING, AT LEAST TWO BONDS THE BUILDING, AT LEAST TWO BONDS BUILDING, AT LEAST TWO BONDS BUILDING, AT LEAST TWO BONDS AT LEAST TWO BONDS AT LEAST TWO BONDS LEAST TWO BONDS LEAST TWO BONDS TWO BONDS TWO BONDS BONDS BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING THE TOWER RING GROUND SYSTEM AND THE BUILDING THE TOWER RING GROUND SYSTEM AND THE BUILDING TOWER RING GROUND SYSTEM AND THE BUILDING TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM AND THE BUILDING GROUND SYSTEM AND THE BUILDING GROUND SYSTEM AND THE BUILDING SYSTEM AND THE BUILDING SYSTEM AND THE BUILDING AND THE BUILDING AND THE BUILDING THE BUILDING THE BUILDING BUILDING BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. MINIMUM #2 AWG SOLID COPPER CONDUCTORS. MINIMUM #2 AWG SOLID COPPER CONDUCTORS. #2 AWG SOLID COPPER CONDUCTORS. #2 AWG SOLID COPPER CONDUCTORS. AWG SOLID COPPER CONDUCTORS. AWG SOLID COPPER CONDUCTORS. SOLID COPPER CONDUCTORS. SOLID COPPER CONDUCTORS. COPPER CONDUCTORS. COPPER CONDUCTORS. CONDUCTORS. CONDUCTORS. (ATT-TP-76416 / 7.5.1) GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY UL LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY UL LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY LISTED COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY COPPER CLAD STEEL. MINIMUM 5/8” DIAMETER BY CLAD STEEL. MINIMUM 5/8” DIAMETER BY CLAD STEEL. MINIMUM 5/8” DIAMETER BY STEEL. MINIMUM 5/8” DIAMETER BY STEEL. MINIMUM 5/8” DIAMETER BY MINIMUM 5/8” DIAMETER BY MINIMUM 5/8” DIAMETER BY 5/8” DIAMETER BY 5/8” DIAMETER BY DIAMETER BY DIAMETER BY BY BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION GROUND RODS SHALL BE INSTALLED WITH INSPECTION GROUND RODS SHALL BE INSTALLED WITH INSPECTION RODS SHALL BE INSTALLED WITH INSPECTION RODS SHALL BE INSTALLED WITH INSPECTION SHALL BE INSTALLED WITH INSPECTION SHALL BE INSTALLED WITH INSPECTION BE INSTALLED WITH INSPECTION BE INSTALLED WITH INSPECTION INSTALLED WITH INSPECTION INSTALLED WITH INSPECTION WITH INSPECTION WITH INSPECTION INSPECTION INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING SHALL BE DRIVEN TO THE DEPTH OF GROUND RING SHALL BE DRIVEN TO THE DEPTH OF GROUND RING BE DRIVEN TO THE DEPTH OF GROUND RING BE DRIVEN TO THE DEPTH OF GROUND RING DRIVEN TO THE DEPTH OF GROUND RING DRIVEN TO THE DEPTH OF GROUND RING TO THE DEPTH OF GROUND RING TO THE DEPTH OF GROUND RING THE DEPTH OF GROUND RING THE DEPTH OF GROUND RING DEPTH OF GROUND RING DEPTH OF GROUND RING OF GROUND RING OF GROUND RING GROUND RING GROUND RING RING RING CONDUCTOR. (ATT-TP-76416) CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL GROUND BAR: POINT OF GROUND REFERENCE FOR ALL GROUND BAR: POINT OF GROUND REFERENCE FOR ALL BAR: POINT OF GROUND REFERENCE FOR ALL BAR: POINT OF GROUND REFERENCE FOR ALL POINT OF GROUND REFERENCE FOR ALL POINT OF GROUND REFERENCE FOR ALL OF GROUND REFERENCE FOR ALL OF GROUND REFERENCE FOR ALL GROUND REFERENCE FOR ALL GROUND REFERENCE FOR ALL REFERENCE FOR ALL REFERENCE FOR ALL FOR ALL FOR ALL ALL ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG FRAMES. ALL BONDS ARE MADE WITH #2 AWG FRAMES. ALL BONDS ARE MADE WITH #2 AWG ALL BONDS ARE MADE WITH #2 AWG ALL BONDS ARE MADE WITH #2 AWG BONDS ARE MADE WITH #2 AWG BONDS ARE MADE WITH #2 AWG ARE MADE WITH #2 AWG ARE MADE WITH #2 AWG MADE WITH #2 AWG MADE WITH #2 AWG WITH #2 AWG WITH #2 AWG #2 AWG #2 AWG AWG AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING INSULATED COPPER CONDUCTORS. BOND TO GROUND RING INSULATED COPPER CONDUCTORS. BOND TO GROUND RING COPPER CONDUCTORS. BOND TO GROUND RING COPPER CONDUCTORS. BOND TO GROUND RING CONDUCTORS. BOND TO GROUND RING CONDUCTORS. BOND TO GROUND RING BOND TO GROUND RING BOND TO GROUND RING TO GROUND RING TO GROUND RING GROUND RING GROUND RING RING RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. (ATT-TP-76416 / 7.6.7) TOWER EXIT GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER EXIT GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER EXIT GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER #2 AWG SOLID TINNED COPPER BOND TO THE TOWER #2 AWG SOLID TINNED COPPER BOND TO THE TOWER AWG SOLID TINNED COPPER BOND TO THE TOWER AWG SOLID TINNED COPPER BOND TO THE TOWER SOLID TINNED COPPER BOND TO THE TOWER SOLID TINNED COPPER BOND TO THE TOWER TINNED COPPER BOND TO THE TOWER TINNED COPPER BOND TO THE TOWER COPPER BOND TO THE TOWER COPPER BOND TO THE TOWER BOND TO THE TOWER BOND TO THE TOWER TO THE TOWER TO THE TOWER THE TOWER THE TOWER TOWER TOWER GROUND RING. (ATT-TP-76416 / 7.4.2.6) FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL POINT FOR TELECOM EQUIPMENT FRAMES SHALL POINT FOR TELECOM EQUIPMENT FRAMES SHALL FOR TELECOM EQUIPMENT FRAMES SHALL FOR TELECOM EQUIPMENT FRAMES SHALL TELECOM EQUIPMENT FRAMES SHALL TELECOM EQUIPMENT FRAMES SHALL EQUIPMENT FRAMES SHALL EQUIPMENT FRAMES SHALL FRAMES SHALL FRAMES SHALL SHALL SHALL BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL IS NOT ISOLATED FROM THE EQUIPMENTS METAL IS NOT ISOLATED FROM THE EQUIPMENTS METAL NOT ISOLATED FROM THE EQUIPMENTS METAL NOT ISOLATED FROM THE EQUIPMENTS METAL ISOLATED FROM THE EQUIPMENTS METAL ISOLATED FROM THE EQUIPMENTS METAL FROM THE EQUIPMENTS METAL FROM THE EQUIPMENTS METAL THE EQUIPMENTS METAL THE EQUIPMENTS METAL EQUIPMENTS METAL EQUIPMENTS METAL METAL METAL FRAMEWORK. BOND THE FRAME GROUND TO THE “I” SECTION OF THE CELL BOND THE FRAME GROUND TO THE “I” SECTION OF THE CELL BOND THE FRAME GROUND TO THE “I” SECTION OF THE CELL THE FRAME GROUND TO THE “I” SECTION OF THE CELL THE FRAME GROUND TO THE “I” SECTION OF THE CELL FRAME GROUND TO THE “I” SECTION OF THE CELL FRAME GROUND TO THE “I” SECTION OF THE CELL GROUND TO THE “I” SECTION OF THE CELL GROUND TO THE “I” SECTION OF THE CELL TO THE “I” SECTION OF THE CELL TO THE “I” SECTION OF THE CELL THE “I” SECTION OF THE CELL THE “I” SECTION OF THE CELL “I” SECTION OF THE CELL I” SECTION OF THE CELL SECTION OF THE CELL SECTION OF THE CELL OF THE CELL OF THE CELL THE CELL THE CELL CELL CELL REFERENCE GROUND BAR OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 GROUND BAR OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 GROUND BAR OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 BAR OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 BAR OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 CONDUCTOR. (ATT-TP-76416 CONDUCTOR. (ATT-TP-76416 (ATT-TP-76416 (ATT-TP-76416 6.5.3 AND 7.8) FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR METAL FENCES WITHIN 7 FEET OF THE EXTERIOR METAL FENCES WITHIN 7 FEET OF THE EXTERIOR FENCES WITHIN 7 FEET OF THE EXTERIOR FENCES WITHIN 7 FEET OF THE EXTERIOR WITHIN 7 FEET OF THE EXTERIOR WITHIN 7 FEET OF THE EXTERIOR 7 FEET OF THE EXTERIOR 7 FEET OF THE EXTERIOR FEET OF THE EXTERIOR FEET OF THE EXTERIOR OF THE EXTERIOR OF THE EXTERIOR THE EXTERIOR THE EXTERIOR EXTERIOR EXTERIOR GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE EXTERIOR GROUND RING SHALL BE TO THE EXTERIOR GROUND RING SHALL BE TO THE EXTERIOR GROUND RING SHALL BE THE EXTERIOR GROUND RING SHALL BE THE EXTERIOR GROUND RING SHALL BE EXTERIOR GROUND RING SHALL BE EXTERIOR GROUND RING SHALL BE GROUND RING SHALL BE GROUND RING SHALL BE RING SHALL BE RING SHALL BE SHALL BE SHALL BE BE BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER GROUND RING WITH A #2 AWG SOLID TINNED COPPER GROUND RING WITH A #2 AWG SOLID TINNED COPPER RING WITH A #2 AWG SOLID TINNED COPPER RING WITH A #2 AWG SOLID TINNED COPPER WITH A #2 AWG SOLID TINNED COPPER WITH A #2 AWG SOLID TINNED COPPER A #2 AWG SOLID TINNED COPPER A #2 AWG SOLID TINNED COPPER #2 AWG SOLID TINNED COPPER #2 AWG SOLID TINNED COPPER AWG SOLID TINNED COPPER AWG SOLID TINNED COPPER SOLID TINNED COPPER SOLID TINNED COPPER TINNED COPPER TINNED COPPER COPPER COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE EXCEEDING 25 FEET. BONDS SHALL BE MADE EXCEEDING 25 FEET. BONDS SHALL BE MADE 25 FEET. BONDS SHALL BE MADE 25 FEET. BONDS SHALL BE MADE FEET. BONDS SHALL BE MADE FEET. BONDS SHALL BE MADE BONDS SHALL BE MADE BONDS SHALL BE MADE SHALL BE MADE SHALL BE MADE BE MADE BE MADE MADE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. (ATT-TP-76416 / 7.12.2.2) EXTERIOR UNIT BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR UNIT BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR UNIT BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR OBJECTS SHALL BE BONDED TO THE EXTERIOR OBJECTS SHALL BE BONDED TO THE EXTERIOR SHALL BE BONDED TO THE EXTERIOR SHALL BE BONDED TO THE EXTERIOR BE BONDED TO THE EXTERIOR BE BONDED TO THE EXTERIOR BONDED TO THE EXTERIOR BONDED TO THE EXTERIOR TO THE EXTERIOR TO THE EXTERIOR THE EXTERIOR THE EXTERIOR EXTERIOR EXTERIOR GROUND RING. (ATT-TP-76416 / 7.12.6) ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE EACH ICE BRIDGE LEG SHALL BE BONDED TO THE EACH ICE BRIDGE LEG SHALL BE BONDED TO THE ICE BRIDGE LEG SHALL BE BONDED TO THE ICE BRIDGE LEG SHALL BE BONDED TO THE BRIDGE LEG SHALL BE BONDED TO THE BRIDGE LEG SHALL BE BONDED TO THE LEG SHALL BE BONDED TO THE LEG SHALL BE BONDED TO THE SHALL BE BONDED TO THE SHALL BE BONDED TO THE BE BONDED TO THE BE BONDED TO THE BONDED TO THE BONDED TO THE TO THE TO THE THE THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE AWG BARE TINNED COPPER CONDUCTOR. PROVIDE AWG BARE TINNED COPPER CONDUCTOR. PROVIDE BARE TINNED COPPER CONDUCTOR. PROVIDE BARE TINNED COPPER CONDUCTOR. PROVIDE TINNED COPPER CONDUCTOR. PROVIDE TINNED COPPER CONDUCTOR. PROVIDE COPPER CONDUCTOR. PROVIDE COPPER CONDUCTOR. PROVIDE CONDUCTOR. PROVIDE CONDUCTOR. PROVIDE PROVIDE PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. THE ICE BRIDGE LEG AND BURIED GROUND RING. THE ICE BRIDGE LEG AND BURIED GROUND RING. ICE BRIDGE LEG AND BURIED GROUND RING. ICE BRIDGE LEG AND BURIED GROUND RING. BRIDGE LEG AND BURIED GROUND RING. BRIDGE LEG AND BURIED GROUND RING. LEG AND BURIED GROUND RING. LEG AND BURIED GROUND RING. AND BURIED GROUND RING. AND BURIED GROUND RING. BURIED GROUND RING. BURIED GROUND RING. GROUND RING. GROUND RING. RING. RING. (ATT-TP-76416 / 7.4.2.6) OUTDOOR GROUNDING CONDUCTORS: GROUNDING CONDUCTORS INSTALLED GROUNDING CONDUCTORS INSTALLED OUTDOORS AND RUN ENTIRELY ABOVE GRADE SHALL BE TINNED STRANDED COPPER AND BE SUNLIGHT RESISTANT.

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B

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C

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D

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E

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F

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G

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H

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J

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K

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RRH

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RRH

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RRH

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#2 AWG

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#2 AWG

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#2 AWG

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ANTENNA

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#2 AWG

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RRH

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RRH

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RRH

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#2 AWG

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#2 AWG

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#2 AWG

G-2

1 4

7

2

5

8

3

6

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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GROUNDING DETAILS

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P

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A

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INTERIOR GROUND RING

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DOUBLE CRIMP CONNECTION

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I

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1

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2

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3

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5

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(SEE NOTE 2)

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(SEE NOTE 1)

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NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C.

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NO

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REQUIRED

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PART NUMBER

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DESCRIPTION

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1

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2

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SOLID GROUND BAR

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1/4"x4"x30"

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1

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WALL MOUNTING BRACKET

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A-6056

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2

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3

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INSULATORS

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3061-4

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2

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13"

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13"

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4"

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4

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5

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5/8" LOCKWASHER

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3015-8

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4

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5/8"-11x1" H.H.C.S.

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3012-1

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4

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4"

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1/4"

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4

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(MGB) REFERENCE GROUND BAR

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EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION

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SECTION "P" - SURGE PROTECTORS

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(EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG) (EC) TELCO GROUND BAR (#2 AWG) (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUNDING BOND (3/0) (EC) FIBER GROUND BAR (#2 AWG) (EC) POWER ROOM REFERENCE GROUND BAR (#2 AWG) (AT&T) RECTIFIER FRAMES

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(EC) INTERIOR GROUND RING (#2 AWG) (EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUND RING) ((2) #2 AWG) (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG) (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG)

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SECTION "A" - SURGE ABSORBERS

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(AT&T) ALL ISOLATED GROUNDING REFERENCE (AT&T) GROUND WINDOW BAR

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SECTION "I" - ISOLATED GROUNDING ZONE

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S/S NUT

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S/S LOCK WASHER

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S/S FLAT WASHER

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3/8"DIAx1 1/2"

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BLACK HEAT SHRINK UV RATED

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TINNED COPPER GROUNDING BAR

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S/S BOLT (1 OF 2)

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S/S FLAT WASHER

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EXTERNAL TOOTHED

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CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL

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CLOSED BARREL, FOR ALL EXTERIOR TWO-HOLE CONNECTORS

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CLEAR HEAT SHRINK

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DO NOT DISCONNECT

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145 TAG

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"DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS

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EXTERIOR TWO HOLE LUG

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S/S NUT

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S/S LOCK WASHER

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S/S FLAT WASHER

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3/8"DIAx1 1/2"

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CLEAR HEAT SHRINK

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TINNED COPPER GROUNDING BAR

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S/S BOLT (1 OF 2)

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S/S FLAT WASHER

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EXTERNAL TOOTHED

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CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL

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INSPECTION WINDOW IN BARREL, REQUIRED FOR ALL INTERIOR TWO-HOLE CONNECTORS

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CLEAR HEAT SHRINK

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DO NOT DISCONNECT

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145 TAG

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"DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS

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INTERIOR TWO HOLE LUG

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PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END

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INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR

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#2 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION

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GROUNDING BAR ON WALL, FLOOR, OR ON ANTENNA TOWER

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(2) TWO EXOTHERMIC CONNECTIONS TO BE MADE WITH 2 AWG SOLID BARE TINNED COPPER GROUNDING CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUNDING RING AND GROUNDING BAR

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GROUNDING NOTES

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1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).

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NOT USED

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NOT USED

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NOT USED

GN-1

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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LEGEND AND

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ABBREVIATIONS

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AB ANCHOR BOLT ANCHOR BOLT ABV ABOVE ABOVE AC ALTERNATING CURRENT ALTERNATING CURRENT ADDL ADDITIONAL ADDITIONAL AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AGL ABOVE GROUND LEVEL ABOVE GROUND LEVEL AIC AMPERAGE INTERRUPTION CAPACITY AMPERAGE INTERRUPTION CAPACITY ALUM ALUMINUM ALUMINUM ALT ALTERNATE ALTERNATE ANT ANTENNA ANTENNA APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BATT BATTERY BATTERY BLDG BUILDING BUILDING BLK BLOCK BLOCK BLKG BLOCKING BLOCKING BM BEAM BEAM BTC BARE TINNED COPPER CONDUCTOR BARE TINNED COPPER CONDUCTOR BOF BOTTOM OF FOOTING BOTTOM OF FOOTING CAB CABINET CABINET CANT CANTILEVERED CANTILEVERED CHG CHARGING CHARGING CLG CEILING CEILING CLR CLEAR CLEAR COL COLUMN COLUMN COMM COMMON COMMON CONC CONCRETE CONCRETE CONSTR CONSTRUCTION CONSTRUCTION DBL DOUBLE DOUBLE DC DIRECT CURRENT DIRECT CURRENT DEPT DEPARTMENT DEPARTMENT DF DOUGLAS FIR DOUGLAS FIR DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DWG DRAWING DRAWING DWL DOWEL DOWEL EA EACH EACH EC ELECTRICAL CONDUCTOR ELECTRICAL CONDUCTOR EL. ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELECTRICAL METALLIC TUBING ENG ENGINEER ENGINEER EQ EQUAL EQUAL EXP EXPANSION EXPANSION EXT EXTERIOR EXTERIOR EW EACH WAY EACH WAY FAB FABRICATION FABRICATION FF FINISH FLOOR FINISH FLOOR FG FINISH GRADE FINISH GRADE FIF FACILITY INTERFACE FRAME FACILITY INTERFACE FRAME FIN FINISH(ED) FINISH(ED) FLR FLOOR FLOOR FDN FOUNDATION FOUNDATION FOC FACE OF CONCRETE FACE OF CONCRETE FOM FACE OF MASONRY FACE OF MASONRY FOS FACE OF STUD FACE OF STUD FOW FACE OF WALL FACE OF WALL FS FINISH SURFACE FINISH SURFACE FT FOOT FOOT FTG FOOTING FOOTING GA GAUGE GAUGE GEN GENERATOR GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT CIRCUIT INTERRUPTER GLB GLUE LAMINATED BEAM GLUE LAMINATED BEAM GLV GALVANIZED GALVANIZED GPS GLOBAL POSITIONING SYSTEM GLOBAL POSITIONING SYSTEM GND GROUND GROUND GSM GLOBAL SYSTEM FOR MOBILE GLOBAL SYSTEM FOR MOBILE HDG HOT DIPPED GALVANIZED HDR HEADER HEADER HGR HANGER HANGER HVAC HEAT/VENTILATION/AIR CONDITIONING HEAT/VENTILATION/AIR CONDITIONING HT HEIGHT HEIGHT IGR INTERIOR GROUND RING INTERIOR GROUND RING IN INCH INCH INT INTERIOR INTERIOR LB(S) POUND(S) POUND(S) LF LINEAR FEET LINEAR FEET LTE LONG TERM EVOLUTION LONG TERM EVOLUTION MAS MASONRY MASONRY MAX MAXIMUM MAXIMUM MB MACHINE BOLT MACHINE BOLT MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MGB MASTER GROUND BAR MASTER GROUND BAR MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MTL METAL METAL MTS MANUAL TRANSFER SWITCH MANUAL TRANSFER SWITCH MW MICROWAVE MICROWAVE NEC NATIONAL ELECTRIC CODE NATIONAL ELECTRIC CODE NM NEWTON METERS NEWTON METERS NO. NUMBER NUMBER # NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE OC ON-CENTER ON-CENTER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OPNG OPENING OPENING P/C PRECAST CONCRETE PRECAST CONCRETE PCS PERSONAL COMMUNICATION SERVICES PERSONAL COMMUNICATION SERVICES PCU PRIMARY CONTROL UNIT PRIMARY CONTROL UNIT PRC PRIMARY RADIO CABINET PRIMARY RADIO CABINET PP POLARIZING PRESERVING POLARIZING PRESERVING PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PRESSURE TREATED PRESSURE TREATED PWR POWER CABINET POWER CABINET QTY QUANTITY QUANTITY RAD RADIUS RADIUS RECT RECTIFIER RECTIFIER REF REFERENCE REFERENCE REINF REINFORCEMENT REINFORCEMENT REQ'D REQUIRED REQUIRED RET REMOTE ELECTRIC TILT REMOTE ELECTRIC TILT RF RADIO FREQUENCY RADIO FREQUENCY RMC RIGID METALLIC CONDUIT RIGID METALLIC CONDUIT RRH REMOTE RADIO HEAD REMOTE RADIO HEAD RRU REMOTE RADIO UNIT REMOTE RADIO UNIT RWY RACEWAY RACEWAY SCH SCHEDULE SCHEDULE SHT SHEET SHEET SIAD SMART INTEGRATED ACCESS DEVICE SMART INTEGRATED ACCESS DEVICE SIM SIMILAR SIMILAR SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS TMA TOWER MOUNTED AMPLIFIER TOWER MOUNTED AMPLIFIER TN TOE NAIL TOE NAIL TOA TOP OF ANTENNA TOP OF ANTENNA TOC TOP OF CURB TOP OF CURB TOF TOP OF FOUNDATION TOP OF FOUNDATION TOP TOP OF PLATE (PARAPET) TOP OF PLATE (PARAPET) TOS TOP OF STEEL TOP OF STEEL TOW TOP OF WALL TOP OF WALL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION TRANSIENT VOLTAGE SURGE SUPPRESSION TYP TYPICAL TYPICAL UG UNDERGROUND UNDERGROUND UL UNDERWRITERS LABORATORY UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) VIF VERIFIED IN FIELD VERIFIED IN FIELD W WIDE WIDE W/ WITH WITH WD WOOD WOOD WP WEATHERPROOF WEATHERPROOF WT WEIGHT WEIGHT

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ABBREVIATIONS

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S

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SD

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F

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CHAIN LINK FENCE WOOD/WROUGHT IRON FENCE WALL STRUCTURE LEASE AREA PROPERTY LINE (PL) SETBACKS ICE BRIDGE CABLE TRAY WATER LINE UNDERGROUND POWER UNDERGROUND TELCO OVERHEAD POWER OVERHEAD TELCO UNDERGROUND TELCO/POWER ABOVE GROUND POWER ABOVE GROUND TELCO ABOVE GROUND TELCO/POWER WORKPOINT SECTION REFERENCE DETAIL REFERENCE

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GFCI

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T

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LEGEND

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EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR GROUND ROD TEST GROUND ROD WITH INSPECTION SLEEVE SINGLE POLE SWITCH DUPLEX RECEPTACLE DUPLEX GFCI RECEPTACLE FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 SMOKE DETECTION (DC) EMERGENCY LIGHTING (DC) SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW LED-1-25A400/51K-SR4-120-PE-DDBTXD

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T

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W.P.

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XX

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X-X

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XX

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GN-2

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REV

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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GENERAL

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CONSTRUCTION NOTES

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GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (B&V) CONTRACTOR: (CONSTRUCTION) OWNER: AT&T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS FAMILIARIZE HIMSELF WITH ALL CONDITIONS FAMILIARIZE HIMSELF WITH ALL CONDITIONS HIMSELF WITH ALL CONDITIONS HIMSELF WITH ALL CONDITIONS WITH ALL CONDITIONS WITH ALL CONDITIONS ALL CONDITIONS ALL CONDITIONS CONDITIONS CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH THE PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH THE PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH PROVISIONS. PRIOR TO PROCEEDING WITH PROVISIONS. PRIOR TO PROCEEDING WITH PRIOR TO PROCEEDING WITH PRIOR TO PROCEEDING WITH TO PROCEEDING WITH TO PROCEEDING WITH PROCEEDING WITH PROCEEDING WITH WITH WITH CONSTRUCTION, GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE WITH ALL CONTRACT DOCUMENTS, SITE WITH ALL CONTRACT DOCUMENTS, SITE ALL CONTRACT DOCUMENTS, SITE ALL CONTRACT DOCUMENTS, SITE CONTRACT DOCUMENTS, SITE CONTRACT DOCUMENTS, SITE DOCUMENTS, SITE DOCUMENTS, SITE SITE SITE CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. CAN BE ACCOMPLISHED AS SHOWN ON PLAN. CAN BE ACCOMPLISHED AS SHOWN ON PLAN. BE ACCOMPLISHED AS SHOWN ON PLAN. BE ACCOMPLISHED AS SHOWN ON PLAN. ACCOMPLISHED AS SHOWN ON PLAN. ACCOMPLISHED AS SHOWN ON PLAN. AS SHOWN ON PLAN. AS SHOWN ON PLAN. SHOWN ON PLAN. SHOWN ON PLAN. ON PLAN. ON PLAN. PLAN. PLAN. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, STRICT ACCORDANCE WITH ALL APPLICABLE CODES, STRICT ACCORDANCE WITH ALL APPLICABLE CODES, ACCORDANCE WITH ALL APPLICABLE CODES, ACCORDANCE WITH ALL APPLICABLE CODES, WITH ALL APPLICABLE CODES, WITH ALL APPLICABLE CODES, ALL APPLICABLE CODES, ALL APPLICABLE CODES, APPLICABLE CODES, APPLICABLE CODES, CODES, CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND SHALL ISSUE ALL APPROPRIATE NOTICES AND SHALL ISSUE ALL APPROPRIATE NOTICES AND ISSUE ALL APPROPRIATE NOTICES AND ISSUE ALL APPROPRIATE NOTICES AND ALL APPROPRIATE NOTICES AND ALL APPROPRIATE NOTICES AND APPROPRIATE NOTICES AND APPROPRIATE NOTICES AND NOTICES AND NOTICES AND AND AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AND LAWFUL ORDERS OF ANY PUBLIC AND LAWFUL ORDERS OF ANY PUBLIC LAWFUL ORDERS OF ANY PUBLIC LAWFUL ORDERS OF ANY PUBLIC ORDERS OF ANY PUBLIC ORDERS OF ANY PUBLIC OF ANY PUBLIC OF ANY PUBLIC ANY PUBLIC ANY PUBLIC PUBLIC PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS ALL WORK CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS WORK CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS WORK CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND UTILITY COMPANY SPECIFICATIONS AND UTILITY COMPANY SPECIFICATIONS UTILITY COMPANY SPECIFICATIONS UTILITY COMPANY SPECIFICATIONS COMPANY SPECIFICATIONS COMPANY SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS IN ADDITION TO LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, MATERIALS, EQUIPMENT, APPURTENANCES, MATERIALS, EQUIPMENT, APPURTENANCES, EQUIPMENT, APPURTENANCES, EQUIPMENT, APPURTENANCES, APPURTENANCES, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS SHOWN ON THE DRAWINGS. 7. PLANS SHALL NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS PLANS SHALL NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS SHALL NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS SHALL NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS A DIAGRAMMATIC OUTLINE ONLY, UNLESS A DIAGRAMMATIC OUTLINE ONLY, UNLESS DIAGRAMMATIC OUTLINE ONLY, UNLESS DIAGRAMMATIC OUTLINE ONLY, UNLESS OUTLINE ONLY, UNLESS OUTLINE ONLY, UNLESS ONLY, UNLESS ONLY, UNLESS UNLESS UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING SURFACES, UNLESS OTHERWISE NOTED. SPACING SURFACES, UNLESS OTHERWISE NOTED. SPACING UNLESS OTHERWISE NOTED. SPACING UNLESS OTHERWISE NOTED. SPACING OTHERWISE NOTED. SPACING OTHERWISE NOTED. SPACING NOTED. SPACING NOTED. SPACING SPACING SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL IT IS CRITICAL TO FIELD VERIFY ALL IT IS CRITICAL TO FIELD VERIFY ALL IS CRITICAL TO FIELD VERIFY ALL IS CRITICAL TO FIELD VERIFY ALL CRITICAL TO FIELD VERIFY ALL CRITICAL TO FIELD VERIFY ALL TO FIELD VERIFY ALL TO FIELD VERIFY ALL FIELD VERIFY ALL FIELD VERIFY ALL VERIFY ALL VERIFY ALL ALL ALL DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE SHOULD THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE SHOULD THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE REGARDING THE PLAN, THE CONTRACTOR SHALL BE REGARDING THE PLAN, THE CONTRACTOR SHALL BE THE PLAN, THE CONTRACTOR SHALL BE THE PLAN, THE CONTRACTOR SHALL BE PLAN, THE CONTRACTOR SHALL BE PLAN, THE CONTRACTOR SHALL BE THE CONTRACTOR SHALL BE THE CONTRACTOR SHALL BE CONTRACTOR SHALL BE CONTRACTOR SHALL BE SHALL BE SHALL BE BE BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ENGINEER PRIOR TO PROCEEDING WITH THE WORK. PRIOR TO PROCEEDING WITH THE WORK. PRIOR TO PROCEEDING WITH THE WORK. TO PROCEEDING WITH THE WORK. TO PROCEEDING WITH THE WORK. PROCEEDING WITH THE WORK. PROCEEDING WITH THE WORK. WITH THE WORK. WITH THE WORK. THE WORK. THE WORK. WORK. WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB MODIFICATIONS MAY BE REQUIRED TO SUIT JOB MODIFICATIONS MAY BE REQUIRED TO SUIT JOB MAY BE REQUIRED TO SUIT JOB MAY BE REQUIRED TO SUIT JOB BE REQUIRED TO SUIT JOB BE REQUIRED TO SUIT JOB REQUIRED TO SUIT JOB REQUIRED TO SUIT JOB TO SUIT JOB TO SUIT JOB SUIT JOB SUIT JOB JOB JOB DIMENSIONS OR CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED OR CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED OR CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED SHALL BE INCLUDED AS PART OF WORK AND APPROVED SHALL BE INCLUDED AS PART OF WORK AND APPROVED BE INCLUDED AS PART OF WORK AND APPROVED BE INCLUDED AS PART OF WORK AND APPROVED INCLUDED AS PART OF WORK AND APPROVED INCLUDED AS PART OF WORK AND APPROVED AS PART OF WORK AND APPROVED AS PART OF WORK AND APPROVED PART OF WORK AND APPROVED PART OF WORK AND APPROVED OF WORK AND APPROVED OF WORK AND APPROVED WORK AND APPROVED WORK AND APPROVED AND APPROVED AND APPROVED APPROVED APPROVED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S MATERIALS IN ACCORDANCE WITH MANUFACTURER'S MATERIALS IN ACCORDANCE WITH MANUFACTURER'S IN ACCORDANCE WITH MANUFACTURER'S IN ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH MANUFACTURER'S WITH MANUFACTURER'S WITH MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL SHOWN ON THE PLAN, THE CONTRACTOR SHALL SHOWN ON THE PLAN, THE CONTRACTOR SHALL ON THE PLAN, THE CONTRACTOR SHALL ON THE PLAN, THE CONTRACTOR SHALL THE PLAN, THE CONTRACTOR SHALL THE PLAN, THE CONTRACTOR SHALL PLAN, THE CONTRACTOR SHALL PLAN, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND THE SAFETY OF WORK AREA, ADJACENT AREAS, AND THE SAFETY OF WORK AREA, ADJACENT AREAS, AND SAFETY OF WORK AREA, ADJACENT AREAS, AND SAFETY OF WORK AREA, ADJACENT AREAS, AND OF WORK AREA, ADJACENT AREAS, AND OF WORK AREA, ADJACENT AREAS, AND WORK AREA, ADJACENT AREAS, AND WORK AREA, ADJACENT AREAS, AND AREA, ADJACENT AREAS, AND AREA, ADJACENT AREAS, AND ADJACENT AREAS, AND ADJACENT AREAS, AND AREAS, AND AREAS, AND AND AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK BY THE WORK UNDER THIS CONTRACT. WORK BY THE WORK UNDER THIS CONTRACT. WORK THE WORK UNDER THIS CONTRACT. WORK THE WORK UNDER THIS CONTRACT. WORK WORK UNDER THIS CONTRACT. WORK WORK UNDER THIS CONTRACT. WORK UNDER THIS CONTRACT. WORK UNDER THIS CONTRACT. WORK THIS CONTRACT. WORK THIS CONTRACT. WORK CONTRACT. WORK CONTRACT. WORK WORK WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN MANNER BY COMPETENT, EXPERIENCED WORKMEN IN MANNER BY COMPETENT, EXPERIENCED WORKMEN IN BY COMPETENT, EXPERIENCED WORKMEN IN BY COMPETENT, EXPERIENCED WORKMEN IN COMPETENT, EXPERIENCED WORKMEN IN COMPETENT, EXPERIENCED WORKMEN IN EXPERIENCED WORKMEN IN EXPERIENCED WORKMEN IN WORKMEN IN WORKMEN IN IN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PRACTICE. ALL MEMBERS SHALL BE LAID PRACTICE. ALL MEMBERS SHALL BE LAID ALL MEMBERS SHALL BE LAID ALL MEMBERS SHALL BE LAID MEMBERS SHALL BE LAID MEMBERS SHALL BE LAID SHALL BE LAID SHALL BE LAID BE LAID BE LAID LAID LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED SEAL PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED BE MADE WITH UL LISTED MATERIALS, APPROVED BE MADE WITH UL LISTED MATERIALS, APPROVED MADE WITH UL LISTED MATERIALS, APPROVED MADE WITH UL LISTED MATERIALS, APPROVED WITH UL LISTED MATERIALS, APPROVED WITH UL LISTED MATERIALS, APPROVED UL LISTED MATERIALS, APPROVED UL LISTED MATERIALS, APPROVED LISTED MATERIALS, APPROVED LISTED MATERIALS, APPROVED MATERIALS, APPROVED MATERIALS, APPROVED APPROVED APPROVED BY THE LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF THE LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF THE LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF AREA CLEAN AND HAZARD FREE, AND DISPOSE OF AREA CLEAN AND HAZARD FREE, AND DISPOSE OF CLEAN AND HAZARD FREE, AND DISPOSE OF CLEAN AND HAZARD FREE, AND DISPOSE OF AND HAZARD FREE, AND DISPOSE OF AND HAZARD FREE, AND DISPOSE OF HAZARD FREE, AND DISPOSE OF HAZARD FREE, AND DISPOSE OF FREE, AND DISPOSE OF FREE, AND DISPOSE OF AND DISPOSE OF AND DISPOSE OF DISPOSE OF DISPOSE OF OF OF ALL DEBRIS DAILY. 14. AS-BUILT CONDITIONS ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR AS-BUILT CONDITIONS ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR CONDITIONS ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR CONDITIONS ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR SHADED LINES AND NOTES. THE SCOPE OF WORK FOR SHADED LINES AND NOTES. THE SCOPE OF WORK FOR LINES AND NOTES. THE SCOPE OF WORK FOR LINES AND NOTES. THE SCOPE OF WORK FOR AND NOTES. THE SCOPE OF WORK FOR AND NOTES. THE SCOPE OF WORK FOR NOTES. THE SCOPE OF WORK FOR NOTES. THE SCOPE OF WORK FOR THE SCOPE OF WORK FOR THE SCOPE OF WORK FOR SCOPE OF WORK FOR SCOPE OF WORK FOR OF WORK FOR OF WORK FOR WORK FOR WORK FOR FOR FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE AND NOTES. CONTRACTOR SHALL NOTIFY THE AND NOTES. CONTRACTOR SHALL NOTIFY THE NOTES. CONTRACTOR SHALL NOTIFY THE NOTES. CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE SHALL NOTIFY THE SHALL NOTIFY THE NOTIFY THE NOTIFY THE THE THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE DEVIATE FROM THE DRAWINGS PRIOR TO THE DEVIATE FROM THE DRAWINGS PRIOR TO THE FROM THE DRAWINGS PRIOR TO THE FROM THE DRAWINGS PRIOR TO THE THE DRAWINGS PRIOR TO THE THE DRAWINGS PRIOR TO THE DRAWINGS PRIOR TO THE DRAWINGS PRIOR TO THE PRIOR TO THE PRIOR TO THE TO THE TO THE THE THE COMMENCEMENT OF CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO CONSTRUCTION MANAGER, 48 HOURS PRIOR TO CONSTRUCTION MANAGER, 48 HOURS PRIOR TO MANAGER, 48 HOURS PRIOR TO MANAGER, 48 HOURS PRIOR TO 48 HOURS PRIOR TO 48 HOURS PRIOR TO HOURS PRIOR TO HOURS PRIOR TO PRIOR TO PRIOR TO TO TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND PAVEMENTS, CURBS, LANDSCAPING, AND PAVEMENTS, CURBS, LANDSCAPING, AND CURBS, LANDSCAPING, AND CURBS, LANDSCAPING, AND LANDSCAPING, AND LANDSCAPING, AND AND AND STRUCTURES DURING CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE DURING CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE DURING CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE DAMAGED AREAS/ SITE ELEMENTS SHALL BE DAMAGED AREAS/ SITE ELEMENTS SHALL BE AREAS/ SITE ELEMENTS SHALL BE AREAS/ SITE ELEMENTS SHALL BE SITE ELEMENTS SHALL BE SITE ELEMENTS SHALL BE ELEMENTS SHALL BE ELEMENTS SHALL BE SHALL BE SHALL BE BE BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. SERVICES PRIOR TO THE START OF CONSTRUCTION. SERVICES PRIOR TO THE START OF CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION. TO THE START OF CONSTRUCTION. TO THE START OF CONSTRUCTION. THE START OF CONSTRUCTION. THE START OF CONSTRUCTION. START OF CONSTRUCTION. START OF CONSTRUCTION. OF CONSTRUCTION. OF CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR THE NOTIFICATION OF TIER-TWO FACILITY/UTILITY OWNERS. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO ACCESS FOR ALL TRADES AND CONTRACTORS TO ACCESS FOR ALL TRADES AND CONTRACTORS TO FOR ALL TRADES AND CONTRACTORS TO FOR ALL TRADES AND CONTRACTORS TO ALL TRADES AND CONTRACTORS TO ALL TRADES AND CONTRACTORS TO TRADES AND CONTRACTORS TO TRADES AND CONTRACTORS TO AND CONTRACTORS TO AND CONTRACTORS TO CONTRACTORS TO CONTRACTORS TO TO TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF FOR SECURITY OF THE SITE FOR THE DURATION OF FOR SECURITY OF THE SITE FOR THE DURATION OF SECURITY OF THE SITE FOR THE DURATION OF SECURITY OF THE SITE FOR THE DURATION OF OF THE SITE FOR THE DURATION OF OF THE SITE FOR THE DURATION OF THE SITE FOR THE DURATION OF THE SITE FOR THE DURATION OF SITE FOR THE DURATION OF SITE FOR THE DURATION OF FOR THE DURATION OF FOR THE DURATION OF THE DURATION OF THE DURATION OF DURATION OF DURATION OF OF OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL CONDITION ONE COMPLETE SET OF PLANS WITH ALL CONDITION ONE COMPLETE SET OF PLANS WITH ALL ONE COMPLETE SET OF PLANS WITH ALL ONE COMPLETE SET OF PLANS WITH ALL COMPLETE SET OF PLANS WITH ALL COMPLETE SET OF PLANS WITH ALL SET OF PLANS WITH ALL SET OF PLANS WITH ALL OF PLANS WITH ALL OF PLANS WITH ALL PLANS WITH ALL PLANS WITH ALL WITH ALL WITH ALL ALL ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES, AT ALL TIMES. 21. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A WITH A RATING OF NOT LESS THAN 2-A WITH A RATING OF NOT LESS THAN 2-A A RATING OF NOT LESS THAN 2-A A RATING OF NOT LESS THAN 2-A RATING OF NOT LESS THAN 2-A RATING OF NOT LESS THAN 2-A OF NOT LESS THAN 2-A OF NOT LESS THAN 2-A NOT LESS THAN 2-A NOT LESS THAN 2-A LESS THAN 2-A LESS THAN 2-A THAN 2-A THAN 2-A 2-A 2-A OT 2-A:10-B:C LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS 2-A:10-B:C LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS 2-A:10-B:C LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS DISTANCE TO WORK ALL AREAS OR WHERE WORK IS DISTANCE TO WORK ALL AREAS OR WHERE WORK IS TO WORK ALL AREAS OR WHERE WORK IS TO WORK ALL AREAS OR WHERE WORK IS WORK ALL AREAS OR WHERE WORK IS WORK ALL AREAS OR WHERE WORK IS ALL AREAS OR WHERE WORK IS ALL AREAS OR WHERE WORK IS AREAS OR WHERE WORK IS AREAS OR WHERE WORK IS OR WHERE WORK IS OR WHERE WORK IS WHERE WORK IS WHERE WORK IS WORK IS WORK IS IS IS BEING PERFORMED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL AND OTHER UTILITIES SHALL BE PROTECTED AT ALL AND OTHER UTILITIES SHALL BE PROTECTED AT ALL OTHER UTILITIES SHALL BE PROTECTED AT ALL OTHER UTILITIES SHALL BE PROTECTED AT ALL UTILITIES SHALL BE PROTECTED AT ALL UTILITIES SHALL BE PROTECTED AT ALL SHALL BE PROTECTED AT ALL SHALL BE PROTECTED AT ALL BE PROTECTED AT ALL BE PROTECTED AT ALL PROTECTED AT ALL PROTECTED AT ALL AT ALL AT ALL ALL ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS EXECUTION OF THE WORK, SHALL BE RELOCATED AS EXECUTION OF THE WORK, SHALL BE RELOCATED AS OF THE WORK, SHALL BE RELOCATED AS OF THE WORK, SHALL BE RELOCATED AS THE WORK, SHALL BE RELOCATED AS THE WORK, SHALL BE RELOCATED AS WORK, SHALL BE RELOCATED AS WORK, SHALL BE RELOCATED AS SHALL BE RELOCATED AS SHALL BE RELOCATED AS BE RELOCATED AS BE RELOCATED AS RELOCATED AS RELOCATED AS AS AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING BE USED BY THE CONTRACTOR WHEN EXCAVATING BE USED BY THE CONTRACTOR WHEN EXCAVATING USED BY THE CONTRACTOR WHEN EXCAVATING USED BY THE CONTRACTOR WHEN EXCAVATING BY THE CONTRACTOR WHEN EXCAVATING BY THE CONTRACTOR WHEN EXCAVATING THE CONTRACTOR WHEN EXCAVATING THE CONTRACTOR WHEN EXCAVATING CONTRACTOR WHEN EXCAVATING CONTRACTOR WHEN EXCAVATING WHEN EXCAVATING WHEN EXCAVATING EXCAVATING EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE SHALL PROVIDE SAFETY TRAINING FOR THE SHALL PROVIDE SAFETY TRAINING FOR THE PROVIDE SAFETY TRAINING FOR THE PROVIDE SAFETY TRAINING FOR THE SAFETY TRAINING FOR THE SAFETY TRAINING FOR THE TRAINING FOR THE TRAINING FOR THE FOR THE FOR THE THE THE WORKING CREW. TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED CREW. TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED CREW. TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED BE LIMITED TO A) FALL PROTECTION, B) CONFINED BE LIMITED TO A) FALL PROTECTION, B) CONFINED LIMITED TO A) FALL PROTECTION, B) CONFINED LIMITED TO A) FALL PROTECTION, B) CONFINED TO A) FALL PROTECTION, B) CONFINED TO A) FALL PROTECTION, B) CONFINED A) FALL PROTECTION, B) CONFINED A) FALL PROTECTION, B) CONFINED FALL PROTECTION, B) CONFINED FALL PROTECTION, B) CONFINED PROTECTION, B) CONFINED PROTECTION, B) CONFINED B) CONFINED B) CONFINED CONFINED CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE AND OTHER UTILITIES, WHICH INTERFERE WITH THE AND OTHER UTILITIES, WHICH INTERFERE WITH THE OTHER UTILITIES, WHICH INTERFERE WITH THE OTHER UTILITIES, WHICH INTERFERE WITH THE UTILITIES, WHICH INTERFERE WITH THE UTILITIES, WHICH INTERFERE WITH THE WHICH INTERFERE WITH THE WHICH INTERFERE WITH THE INTERFERE WITH THE INTERFERE WITH THE WITH THE WITH THE THE THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT PLUGGED, OR OTHERWISE DISCONNECTED AT PLUGGED, OR OTHERWISE DISCONNECTED AT OR OTHERWISE DISCONNECTED AT OR OTHERWISE DISCONNECTED AT OTHERWISE DISCONNECTED AT OTHERWISE DISCONNECTED AT DISCONNECTED AT DISCONNECTED AT AT AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE OF THE WORK, AS DIRECTED BY THE RESPONSIBLE OF THE WORK, AS DIRECTED BY THE RESPONSIBLE THE WORK, AS DIRECTED BY THE RESPONSIBLE THE WORK, AS DIRECTED BY THE RESPONSIBLE WORK, AS DIRECTED BY THE RESPONSIBLE WORK, AS DIRECTED BY THE RESPONSIBLE AS DIRECTED BY THE RESPONSIBLE AS DIRECTED BY THE RESPONSIBLE DIRECTED BY THE RESPONSIBLE DIRECTED BY THE RESPONSIBLE BY THE RESPONSIBLE BY THE RESPONSIBLE THE RESPONSIBLE THE RESPONSIBLE RESPONSIBLE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, BY THE WORK AND NOT COVERED BY THE TOWER, BY THE WORK AND NOT COVERED BY THE TOWER, THE WORK AND NOT COVERED BY THE TOWER, THE WORK AND NOT COVERED BY THE TOWER, WORK AND NOT COVERED BY THE TOWER, WORK AND NOT COVERED BY THE TOWER, AND NOT COVERED BY THE TOWER, AND NOT COVERED BY THE TOWER, NOT COVERED BY THE TOWER, NOT COVERED BY THE TOWER, COVERED BY THE TOWER, COVERED BY THE TOWER, BY THE TOWER, BY THE TOWER, THE TOWER, THE TOWER, TOWER, TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT SLOPE AND PROPERLY STABILIZED TO PREVENT SLOPE AND PROPERLY STABILIZED TO PREVENT AND PROPERLY STABILIZED TO PREVENT AND PROPERLY STABILIZED TO PREVENT PROPERLY STABILIZED TO PREVENT PROPERLY STABILIZED TO PREVENT STABILIZED TO PREVENT STABILIZED TO PREVENT TO PREVENT TO PREVENT PREVENT PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND THE SITE DURING CONSTRUCTION. EROSION CONTROL AND THE SITE DURING CONSTRUCTION. EROSION CONTROL AND SITE DURING CONSTRUCTION. EROSION CONTROL AND SITE DURING CONSTRUCTION. EROSION CONTROL AND DURING CONSTRUCTION. EROSION CONTROL AND DURING CONSTRUCTION. EROSION CONTROL AND CONSTRUCTION. EROSION CONTROL AND CONSTRUCTION. EROSION CONTROL AND EROSION CONTROL AND EROSION CONTROL AND CONTROL AND CONTROL AND AND AND SEDIMENT CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH CONSTRUCTION, SHALL BE IN CONFORMANCE WITH CONSTRUCTION, SHALL BE IN CONFORMANCE WITH SHALL BE IN CONFORMANCE WITH SHALL BE IN CONFORMANCE WITH BE IN CONFORMANCE WITH BE IN CONFORMANCE WITH IN CONFORMANCE WITH IN CONFORMANCE WITH CONFORMANCE WITH CONFORMANCE WITH WITH WITH FEDERAL AND/OR LOCAL JURISDICTIONS. 26. FILL OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, FILL OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, ON FROZEN GROUND. FROZEN MATERIALS, SNOW, ON FROZEN GROUND. FROZEN MATERIALS, SNOW, FROZEN GROUND. FROZEN MATERIALS, SNOW, FROZEN GROUND. FROZEN MATERIALS, SNOW, GROUND. FROZEN MATERIALS, SNOW, GROUND. FROZEN MATERIALS, SNOW, FROZEN MATERIALS, SNOW, FROZEN MATERIALS, SNOW, MATERIALS, SNOW, MATERIALS, SNOW, SNOW, SNOW, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT UNIFORM GRADE AND COMPACTED TO 95 PERCENT UNIFORM GRADE AND COMPACTED TO 95 PERCENT GRADE AND COMPACTED TO 95 PERCENT GRADE AND COMPACTED TO 95 PERCENT AND COMPACTED TO 95 PERCENT AND COMPACTED TO 95 PERCENT COMPACTED TO 95 PERCENT COMPACTED TO 95 PERCENT TO 95 PERCENT TO 95 PERCENT 95 PERCENT 95 PERCENT PERCENT PERCENT STANDARD PROCTOR UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN PROCTOR UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN PROCTOR UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN AND 80 PERCENT STANDARD PROCTOR IN OPEN AND 80 PERCENT STANDARD PROCTOR IN OPEN 80 PERCENT STANDARD PROCTOR IN OPEN 80 PERCENT STANDARD PROCTOR IN OPEN PERCENT STANDARD PROCTOR IN OPEN PERCENT STANDARD PROCTOR IN OPEN STANDARD PROCTOR IN OPEN STANDARD PROCTOR IN OPEN PROCTOR IN OPEN PROCTOR IN OPEN IN OPEN IN OPEN OPEN OPEN SPACE. ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR SHALL BE BACKFILLED WITH FLOWABLE FILL OR SHALL BE BACKFILLED WITH FLOWABLE FILL OR BE BACKFILLED WITH FLOWABLE FILL OR BE BACKFILLED WITH FLOWABLE FILL OR BACKFILLED WITH FLOWABLE FILL OR BACKFILLED WITH FLOWABLE FILL OR WITH FLOWABLE FILL OR WITH FLOWABLE FILL OR FLOWABLE FILL OR FLOWABLE FILL OR FILL OR FILL OR OR OR OTHER MATERIAL, PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM STONES, AND OTHER REFUSE SHALL BE REMOVED FROM STONES, AND OTHER REFUSE SHALL BE REMOVED FROM AND OTHER REFUSE SHALL BE REMOVED FROM AND OTHER REFUSE SHALL BE REMOVED FROM OTHER REFUSE SHALL BE REMOVED FROM OTHER REFUSE SHALL BE REMOVED FROM REFUSE SHALL BE REMOVED FROM REFUSE SHALL BE REMOVED FROM SHALL BE REMOVED FROM SHALL BE REMOVED FROM BE REMOVED FROM BE REMOVED FROM REMOVED FROM REMOVED FROM FROM FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER ALL BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER CATALOGS, SHOP DRAWINGS, AND OTHER CATALOGS, SHOP DRAWINGS, AND OTHER SHOP DRAWINGS, AND OTHER SHOP DRAWINGS, AND OTHER DRAWINGS, AND OTHER DRAWINGS, AND OTHER AND OTHER AND OTHER OTHER OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND CONTRACTOR AT COMPLETION OF CONSTRUCTION AND CONTRACTOR AT COMPLETION OF CONSTRUCTION AND AT COMPLETION OF CONSTRUCTION AND AT COMPLETION OF CONSTRUCTION AND COMPLETION OF CONSTRUCTION AND COMPLETION OF CONSTRUCTION AND OF CONSTRUCTION AND OF CONSTRUCTION AND CONSTRUCTION AND CONSTRUCTION AND AND AND PRIOR TO PAYMENT.

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GENERAL CONSTRUCTION NOTES

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30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON REDLINES TO THE GENERAL CONTRACTOR UPON REDLINES TO THE GENERAL CONTRACTOR UPON TO THE GENERAL CONTRACTOR UPON TO THE GENERAL CONTRACTOR UPON THE GENERAL CONTRACTOR UPON THE GENERAL CONTRACTOR UPON GENERAL CONTRACTOR UPON GENERAL CONTRACTOR UPON CONTRACTOR UPON CONTRACTOR UPON UPON UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. THE PROPOSED FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND THE PROPOSED FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND PROPOSED FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND PROPOSED FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND REQUIRE POTABLE WATER OR SEWER SERVICE, AND REQUIRE POTABLE WATER OR SEWER SERVICE, AND POTABLE WATER OR SEWER SERVICE, AND POTABLE WATER OR SEWER SERVICE, AND WATER OR SEWER SERVICE, AND WATER OR SEWER SERVICE, AND OR SEWER SERVICE, AND OR SEWER SERVICE, AND SEWER SERVICE, AND SEWER SERVICE, AND SERVICE, AND SERVICE, AND AND AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 32. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER AND INSPECTION OF APPROXIMATELY TWO TIMES PER AND INSPECTION OF APPROXIMATELY TWO TIMES PER INSPECTION OF APPROXIMATELY TWO TIMES PER INSPECTION OF APPROXIMATELY TWO TIMES PER OF APPROXIMATELY TWO TIMES PER OF APPROXIMATELY TWO TIMES PER APPROXIMATELY TWO TIMES PER APPROXIMATELY TWO TIMES PER TWO TIMES PER TWO TIMES PER TIMES PER TIMES PER PER PER MONTH BY AT&T TECHNICIANS. 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST BE PERFORMED IN ACCORDANCE WITH THE LATEST BE PERFORMED IN ACCORDANCE WITH THE LATEST PERFORMED IN ACCORDANCE WITH THE LATEST PERFORMED IN ACCORDANCE WITH THE LATEST IN ACCORDANCE WITH THE LATEST IN ACCORDANCE WITH THE LATEST ACCORDANCE WITH THE LATEST ACCORDANCE WITH THE LATEST WITH THE LATEST WITH THE LATEST THE LATEST THE LATEST LATEST LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM SPECIFICATION FOR CONSTRUCTION OF GSM SPECIFICATION FOR CONSTRUCTION OF GSM FOR CONSTRUCTION OF GSM FOR CONSTRUCTION OF GSM CONSTRUCTION OF GSM CONSTRUCTION OF GSM OF GSM OF GSM GSM GSM WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT FOR FACILITY GROUNDING". IN CASE OF A CONFLICT FOR FACILITY GROUNDING". IN CASE OF A CONFLICT FACILITY GROUNDING". IN CASE OF A CONFLICT FACILITY GROUNDING". IN CASE OF A CONFLICT GROUNDING". IN CASE OF A CONFLICT GROUNDING". IN CASE OF A CONFLICT IN CASE OF A CONFLICT IN CASE OF A CONFLICT CASE OF A CONFLICT CASE OF A CONFLICT OF A CONFLICT OF A CONFLICT A CONFLICT A CONFLICT CONFLICT CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR PERMITS AND INSPECTIONS REQUIRED FOR PERMITS AND INSPECTIONS REQUIRED FOR AND INSPECTIONS REQUIRED FOR AND INSPECTIONS REQUIRED FOR INSPECTIONS REQUIRED FOR INSPECTIONS REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR THEY MUST NOTIFY THE GENERAL CONTRACTOR THEY MUST NOTIFY THE GENERAL CONTRACTOR MUST NOTIFY THE GENERAL CONTRACTOR MUST NOTIFY THE GENERAL CONTRACTOR NOTIFY THE GENERAL CONTRACTOR NOTIFY THE GENERAL CONTRACTOR THE GENERAL CONTRACTOR THE GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR CONTRACTOR CONTRACTOR IMMEDIATELY. 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 37. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS FROM SITE OBSERVATIONS AND/OR DRAWINGS FROM SITE OBSERVATIONS AND/OR DRAWINGS SITE OBSERVATIONS AND/OR DRAWINGS SITE OBSERVATIONS AND/OR DRAWINGS OBSERVATIONS AND/OR DRAWINGS OBSERVATIONS AND/OR DRAWINGS AND/OR DRAWINGS AND/OR DRAWINGS DRAWINGS DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR THE ENGINEER OF ANY DISCREPANCIES PRIOR THE ENGINEER OF ANY DISCREPANCIES PRIOR ENGINEER OF ANY DISCREPANCIES PRIOR ENGINEER OF ANY DISCREPANCIES PRIOR OF ANY DISCREPANCIES PRIOR OF ANY DISCREPANCIES PRIOR ANY DISCREPANCIES PRIOR ANY DISCREPANCIES PRIOR DISCREPANCIES PRIOR DISCREPANCIES PRIOR PRIOR PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. WHITE STROBE LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND WHITE STROBE LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND STROBE LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND STROBE LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND IS REQUIRED, IT SHALL MEET FAA STANDARDS AND IS REQUIRED, IT SHALL MEET FAA STANDARDS AND REQUIRED, IT SHALL MEET FAA STANDARDS AND REQUIRED, IT SHALL MEET FAA STANDARDS AND IT SHALL MEET FAA STANDARDS AND IT SHALL MEET FAA STANDARDS AND SHALL MEET FAA STANDARDS AND SHALL MEET FAA STANDARDS AND MEET FAA STANDARDS AND MEET FAA STANDARDS AND FAA STANDARDS AND FAA STANDARDS AND STANDARDS AND STANDARDS AND AND AND REQUIREMENTS. 40. ALL COAXIAL CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND ALL COAXIAL CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND COAXIAL CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND COAXIAL CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND INSTALL PER MANUFACTURER'S INSTRUCTIONS AND INSTALL PER MANUFACTURER'S INSTRUCTIONS AND PER MANUFACTURER'S INSTRUCTIONS AND PER MANUFACTURER'S INSTRUCTIONS AND MANUFACTURER'S INSTRUCTIONS AND MANUFACTURER'S INSTRUCTIONS AND INSTRUCTIONS AND INSTRUCTIONS AND AND AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR SHALL CONFORM TO CURRENT ANSI/TIA-222 OR SHALL CONFORM TO CURRENT ANSI/TIA-222 OR CONFORM TO CURRENT ANSI/TIA-222 OR CONFORM TO CURRENT ANSI/TIA-222 OR TO CURRENT ANSI/TIA-222 OR TO CURRENT ANSI/TIA-222 OR CURRENT ANSI/TIA-222 OR CURRENT ANSI/TIA-222 OR ANSI/TIA-222 OR ANSI/TIA-222 OR OR OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC IN ACCORDANCE WITH ASTM A123 "ZINC IN ACCORDANCE WITH ASTM A123 "ZINC ACCORDANCE WITH ASTM A123 "ZINC ACCORDANCE WITH ASTM A123 "ZINC WITH ASTM A123 "ZINC WITH ASTM A123 "ZINC ASTM A123 "ZINC ASTM A123 "ZINC A123 "ZINC A123 "ZINC "ZINC "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM BE GALVANIZED IN ACCORDANCE WITH ASTM BE GALVANIZED IN ACCORDANCE WITH ASTM GALVANIZED IN ACCORDANCE WITH ASTM GALVANIZED IN ACCORDANCE WITH ASTM IN ACCORDANCE WITH ASTM IN ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM WITH ASTM WITH ASTM ASTM ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM BY COLD GALVANIZING IN ACCORDANCE WITH ASTM BY COLD GALVANIZING IN ACCORDANCE WITH ASTM COLD GALVANIZING IN ACCORDANCE WITH ASTM COLD GALVANIZING IN ACCORDANCE WITH ASTM GALVANIZING IN ACCORDANCE WITH ASTM GALVANIZING IN ACCORDANCE WITH ASTM IN ACCORDANCE WITH ASTM IN ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM WITH ASTM WITH ASTM ASTM ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE WASHERS AND/OR DOUBLE NUTS, AND SHALL BE WASHERS AND/OR DOUBLE NUTS, AND SHALL BE AND/OR DOUBLE NUTS, AND SHALL BE AND/OR DOUBLE NUTS, AND SHALL BE DOUBLE NUTS, AND SHALL BE DOUBLE NUTS, AND SHALL BE NUTS, AND SHALL BE NUTS, AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S CONTRACTOR SHALL INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S SHALL INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S SHALL INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S AND ASSOCIATED GROUNDING PER MANUFACTURER'S AND ASSOCIATED GROUNDING PER MANUFACTURER'S ASSOCIATED GROUNDING PER MANUFACTURER'S ASSOCIATED GROUNDING PER MANUFACTURER'S GROUNDING PER MANUFACTURER'S GROUNDING PER MANUFACTURER'S PER MANUFACTURER'S PER MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. 47. ALL UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ALL UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER SHALL BE COVERED BY CONCEALOR CAP WITH PROPER SHALL BE COVERED BY CONCEALOR CAP WITH PROPER BE COVERED BY CONCEALOR CAP WITH PROPER BE COVERED BY CONCEALOR CAP WITH PROPER COVERED BY CONCEALOR CAP WITH PROPER COVERED BY CONCEALOR CAP WITH PROPER BY CONCEALOR CAP WITH PROPER BY CONCEALOR CAP WITH PROPER CONCEALOR CAP WITH PROPER CONCEALOR CAP WITH PROPER CAP WITH PROPER CAP WITH PROPER WITH PROPER WITH PROPER PROPER PROPER WEATHER PROOFING OR BE TERMINATED WITH A 50 Ω LOAD. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA SHALL CHECK THE ANTENNA SHALL CHECK THE ANTENNA CHECK THE ANTENNA CHECK THE ANTENNA THE ANTENNA THE ANTENNA ANTENNA ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM ANTENNA AZIMUTHS SHALL BE SET FROM ANTENNA AZIMUTHS SHALL BE SET FROM AZIMUTHS SHALL BE SET FROM AZIMUTHS SHALL BE SET FROM SHALL BE SET FROM SHALL BE SET FROM BE SET FROM BE SET FROM SET FROM SET FROM FROM FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS NORTH AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS NORTH AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS +/- 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS 3 DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS DEGREES AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS DEFINED BY THE RFDS. ANTENNA DOWNTILTS DEFINED BY THE RFDS. ANTENNA DOWNTILTS BY THE RFDS. ANTENNA DOWNTILTS BY THE RFDS. ANTENNA DOWNTILTS THE RFDS. ANTENNA DOWNTILTS THE RFDS. ANTENNA DOWNTILTS RFDS. ANTENNA DOWNTILTS RFDS. ANTENNA DOWNTILTS ANTENNA DOWNTILTS ANTENNA DOWNTILTS DOWNTILTS DOWNTILTS SHALL BE WITHIN +/- 0.5 DEGREES AS DEFINED BY THE RFDS. REFER TO ATT-002-290-210. 49. JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH TERMINATE TO OPPOSITE POLARIZATIONS IN EACH TERMINATE TO OPPOSITE POLARIZATIONS IN EACH TO OPPOSITE POLARIZATIONS IN EACH TO OPPOSITE POLARIZATIONS IN EACH OPPOSITE POLARIZATIONS IN EACH OPPOSITE POLARIZATIONS IN EACH POLARIZATIONS IN EACH POLARIZATIONS IN EACH IN EACH IN EACH EACH EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT CONTRACTOR SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT AND POSITION OF EACH ACTUATOR INSTALLED AT AND POSITION OF EACH ACTUATOR INSTALLED AT POSITION OF EACH ACTUATOR INSTALLED AT POSITION OF EACH ACTUATOR INSTALLED AT OF EACH ACTUATOR INSTALLED AT OF EACH ACTUATOR INSTALLED AT EACH ACTUATOR INSTALLED AT EACH ACTUATOR INSTALLED AT ACTUATOR INSTALLED AT ACTUATOR INSTALLED AT INSTALLED AT INSTALLED AT AT AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TOWER MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO TOWER MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO DIRECTLY BEHIND ANTENNAS AS CLOSE TO DIRECTLY BEHIND ANTENNAS AS CLOSE TO BEHIND ANTENNAS AS CLOSE TO BEHIND ANTENNAS AS CLOSE TO ANTENNAS AS CLOSE TO ANTENNAS AS CLOSE TO AS CLOSE TO AS CLOSE TO CLOSE TO CLOSE TO TO TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 52. ANTENNAS SHALL HAVE A 4'-0" MINIMUM CENTER-TO-CENTER HORIZONTAL SEPARATION. ANTENNAS SHALL HAVE A 4'-0" MINIMUM CENTER-TO-CENTER HORIZONTAL SEPARATION. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. A TORQUE MARK FORMING A CONTINUOUS STRAIGHT LINE IS TO BE MADE IN THE FOLLOWING APPLICATIONS: A TORQUE MARK FORMING A CONTINUOUS STRAIGHT LINE IS TO BE MADE IN THE FOLLOWING APPLICATIONS: A. RF CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR RF CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR B. GROUNDING AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE GROUNDING AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE ON THE NUT SIDE OF THE BOLT, STARTING FROM THE ON THE NUT SIDE OF THE BOLT, STARTING FROM THE THE NUT SIDE OF THE BOLT, STARTING FROM THE THE NUT SIDE OF THE BOLT, STARTING FROM THE NUT SIDE OF THE BOLT, STARTING FROM THE NUT SIDE OF THE BOLT, STARTING FROM THE SIDE OF THE BOLT, STARTING FROM THE SIDE OF THE BOLT, STARTING FROM THE OF THE BOLT, STARTING FROM THE OF THE BOLT, STARTING FROM THE THE BOLT, STARTING FROM THE THE BOLT, STARTING FROM THE BOLT, STARTING FROM THE BOLT, STARTING FROM THE STARTING FROM THE STARTING FROM THE FROM THE FROM THE THE THE THREADS TO THE SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA TO THE SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA TO THE SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA THE SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA THE SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA EXAMPLES INCLUDE A GROUND BAR OR ANTENNA EXAMPLES INCLUDE A GROUND BAR OR ANTENNA INCLUDE A GROUND BAR OR ANTENNA INCLUDE A GROUND BAR OR ANTENNA A GROUND BAR OR ANTENNA A GROUND BAR OR ANTENNA GROUND BAR OR ANTENNA GROUND BAR OR ANTENNA BAR OR ANTENNA BAR OR ANTENNA OR ANTENNA OR ANTENNA ANTENNA ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING THE LOCK WASHER COLLAPSES AND THE GROUNDING THE LOCK WASHER COLLAPSES AND THE GROUNDING LOCK WASHER COLLAPSES AND THE GROUNDING LOCK WASHER COLLAPSES AND THE GROUNDING WASHER COLLAPSES AND THE GROUNDING WASHER COLLAPSES AND THE GROUNDING COLLAPSES AND THE GROUNDING COLLAPSES AND THE GROUNDING AND THE GROUNDING AND THE GROUNDING THE GROUNDING THE GROUNDING GROUNDING GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY OR INNERDUCT. WHEN UTILIZING A CABLE TRAY OR INNERDUCT. WHEN UTILIZING A CABLE TRAY INNERDUCT. WHEN UTILIZING A CABLE TRAY INNERDUCT. WHEN UTILIZING A CABLE TRAY WHEN UTILIZING A CABLE TRAY WHEN UTILIZING A CABLE TRAY UTILIZING A CABLE TRAY UTILIZING A CABLE TRAY A CABLE TRAY A CABLE TRAY CABLE TRAY CABLE TRAY TRAY TRAY SYSTEM, PLACE FIBER OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED PLACE FIBER OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED PLACE FIBER OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED FIBER OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED FIBER OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED OPTIC TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED TRUNK CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED CABLE INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED INTO AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED AN INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED INTER-DUCT. A PARTITION BARRIER SHALL BE INSTALLED A PARTITION BARRIER SHALL BE INSTALLED A PARTITION BARRIER SHALL BE INSTALLED PARTITION BARRIER SHALL BE INSTALLED PARTITION BARRIER SHALL BE INSTALLED BARRIER SHALL BE INSTALLED BARRIER SHALL BE INSTALLED SHALL BE INSTALLED SHALL BE INSTALLED BE INSTALLED BE INSTALLED INSTALLED INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK THE 600 VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK THE 600 VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK 600 VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK 600 VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLE TYPES. OPTIC FIBER TRUNK CABLE TYPES. OPTIC FIBER TRUNK TYPES. OPTIC FIBER TRUNK TYPES. OPTIC FIBER TRUNK OPTIC FIBER TRUNK OPTIC FIBER TRUNK FIBER TRUNK FIBER TRUNK TRUNK TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE SIX FEET AND SHALL BE SECURELY FASTENED TO THE SIX FEET AND SHALL BE SECURELY FASTENED TO THE FEET AND SHALL BE SECURELY FASTENED TO THE FEET AND SHALL BE SECURELY FASTENED TO THE AND SHALL BE SECURELY FASTENED TO THE AND SHALL BE SECURELY FASTENED TO THE SHALL BE SECURELY FASTENED TO THE SHALL BE SECURELY FASTENED TO THE BE SECURELY FASTENED TO THE BE SECURELY FASTENED TO THE SECURELY FASTENED TO THE SECURELY FASTENED TO THE FASTENED TO THE FASTENED TO THE TO THE TO THE THE THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ATRICLE 770 RULES SHALL APPLY. 61. TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT OR CABLE TRAYS, AND SHALL BE SECURED AT OR CABLE TRAYS, AND SHALL BE SECURED AT CABLE TRAYS, AND SHALL BE SECURED AT CABLE TRAYS, AND SHALL BE SECURED AT TRAYS, AND SHALL BE SECURED AT TRAYS, AND SHALL BE SECURED AT AND SHALL BE SECURED AT AND SHALL BE SECURED AT SHALL BE SECURED AT SHALL BE SECURED AT BE SECURED AT BE SECURED AT SECURED AT SECURED AT AT AT INTERVALS NOT EXCEEDING (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL NOT EXCEEDING (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL NOT EXCEEDING (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL EXCEEDING (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL EXCEEDING (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL CABLES ARE NOT SUBJECT TO PHYSICAL CABLES ARE NOT SUBJECT TO PHYSICAL ARE NOT SUBJECT TO PHYSICAL ARE NOT SUBJECT TO PHYSICAL NOT SUBJECT TO PHYSICAL NOT SUBJECT TO PHYSICAL SUBJECT TO PHYSICAL SUBJECT TO PHYSICAL TO PHYSICAL TO PHYSICAL PHYSICAL PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT BETWEEN CONDUITS OR CABLE TRAYS THAT BETWEEN CONDUITS OR CABLE TRAYS THAT CONDUITS OR CABLE TRAYS THAT CONDUITS OR CABLE TRAYS THAT OR CABLE TRAYS THAT OR CABLE TRAYS THAT CABLE TRAYS THAT CABLE TRAYS THAT TRAYS THAT TRAYS THAT THAT THAT ARE SERVICING UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES SERVICING UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES SERVICING UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES DISTACE EXCEEDING (6) FEET REQUIRES DISTACE EXCEEDING (6) FEET REQUIRES EXCEEDING (6) FEET REQUIRES EXCEEDING (6) FEET REQUIRES (6) FEET REQUIRES (6) FEET REQUIRES FEET REQUIRES FEET REQUIRES REQUIRES REQUIRES CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) CABLES INTO CONDUITS, NFPA 70 (NEC) CABLES INTO CONDUITS, NFPA 70 (NEC) INTO CONDUITS, NFPA 70 (NEC) INTO CONDUITS, NFPA 70 (NEC) CONDUITS, NFPA 70 (NEC) CONDUITS, NFPA 70 (NEC) NFPA 70 (NEC) NFPA 70 (NEC) 70 (NEC) 70 (NEC) (NEC) (NEC) ARTICLE 300 RULES SHALL APPLY.

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COAXIAL CABLE NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 64. CONTRACTOR SHALL VERIFY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DEGREES OF CONTRACTOR SHALL VERIFY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DEGREES OF SPECIFICATION WITH AN OCI APPROVED DIGITAL LEVEL. 65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO LASTEST REVISION CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO LASTEST REVISION OF THE "ANTENNA SYSTEM LABELING STANDARD." 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE IN AN APPROVED MANNER, ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE IN AN APPROVED MANNER, NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 67. COAXIAL CABLE SHALL BE SECURED TO THE DESIGNATED SUPPORT STRUCTURE(S) PER MANUFACTURER'S COAXIAL CABLE SHALL BE SECURED TO THE DESIGNATED SUPPORT STRUCTURE(S) PER MANUFACTURER'S SPECIFICATIONS. GENERAL CABLE AND EQUIPMENT NOTES 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, COAX CONFIGURATION, MAKES, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, COAX CONFIGURATION, MAKES, AND MODELS PRIOR TO INSTALLATION. 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CONNECTIONS AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND PLASTIC ENCLOSURES ARE PERMITTED PER ATT-002-290-041, SECTION 7. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. AT THE FOLLOWING LOCATIONS PER ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. AT THE FOLLOWING LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS: A. THE ANTENNA LEVEL. THE ANTENNA LEVEL. B. THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. BASE OF TOWER PRIOR TO TURNING HORIZONTAL. BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. 74. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA MOUNT INCLUDING ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA MOUNT INCLUDING ALL HARDWARE, IF APPLICABLE.

GN-3

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REV

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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GENERAL SITE WORK AND

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DRAINAGE NOTES

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3.5 AGGREGATE ACCESS ROAD: AGGREGATE ACCESS ROAD: A. CLEAR, GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A CLEAR, GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A ROAD AS SHOWN ON PLAN. SCARIFY TO A ROAD AS SHOWN ON PLAN. SCARIFY TO A AS SHOWN ON PLAN. SCARIFY TO A AS SHOWN ON PLAN. SCARIFY TO A SHOWN ON PLAN. SCARIFY TO A SHOWN ON PLAN. SCARIFY TO A ON PLAN. SCARIFY TO A ON PLAN. SCARIFY TO A PLAN. SCARIFY TO A PLAN. SCARIFY TO A SCARIFY TO A SCARIFY TO A SCARIFY TO A TO A TO A A A DEPTH OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL SOFT PLACES, AND OTHER DEFECTS SHALL SOFT PLACES, AND OTHER DEFECTS SHALL PLACES, AND OTHER DEFECTS SHALL PLACES, AND OTHER DEFECTS SHALL AND OTHER DEFECTS SHALL AND OTHER DEFECTS SHALL OTHER DEFECTS SHALL OTHER DEFECTS SHALL DEFECTS SHALL DEFECTS SHALL SHALL SHALL BE CORRECTED. B. THE SUBGRADE OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE SUBGRADE OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF SUBGRADE OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF SUBGRADE OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF BE COMPACTED TO NOT LESS THAN 95 PERCENT OF BE COMPACTED TO NOT LESS THAN 95 PERCENT OF COMPACTED TO NOT LESS THAN 95 PERCENT OF COMPACTED TO NOT LESS THAN 95 PERCENT OF TO NOT LESS THAN 95 PERCENT OF TO NOT LESS THAN 95 PERCENT OF NOT LESS THAN 95 PERCENT OF NOT LESS THAN 95 PERCENT OF LESS THAN 95 PERCENT OF LESS THAN 95 PERCENT OF THAN 95 PERCENT OF THAN 95 PERCENT OF 95 PERCENT OF 95 PERCENT OF PERCENT OF PERCENT OF OF OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D1557. C. AFTER PREPARATION OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI AFTER PREPARATION OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI PREPARATION OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI PREPARATION OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFI INSTALL THE GEOTEXTILE FABRIC (MIRAFI INSTALL THE GEOTEXTILE FABRIC (MIRAFI THE GEOTEXTILE FABRIC (MIRAFI THE GEOTEXTILE FABRIC (MIRAFI GEOTEXTILE FABRIC (MIRAFI GEOTEXTILE FABRIC (MIRAFI FABRIC (MIRAFI FABRIC (MIRAFI (MIRAFI (MIRAFI 500Xi) AT LOCATIONS INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG AT LOCATIONS INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG AT LOCATIONS INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG LOCATIONS INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG LOCATIONS INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG ROLLING THE FABRIC OUT LONGITUDINALLY ALONG ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE FABRIC OUT LONGITUDINALLY ALONG THE FABRIC OUT LONGITUDINALLY ALONG FABRIC OUT LONGITUDINALLY ALONG FABRIC OUT LONGITUDINALLY ALONG OUT LONGITUDINALLY ALONG OUT LONGITUDINALLY ALONG LONGITUDINALLY ALONG LONGITUDINALLY ALONG ALONG ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ACROSS THE SUBGRADE. PLACE THE ENTIRE ACROSS THE SUBGRADE. PLACE THE ENTIRE THE SUBGRADE. PLACE THE ENTIRE THE SUBGRADE. PLACE THE ENTIRE SUBGRADE. PLACE THE ENTIRE SUBGRADE. PLACE THE ENTIRE PLACE THE ENTIRE PLACE THE ENTIRE PLACE THE ENTIRE THE ENTIRE THE ENTIRE ENTIRE ENTIRE ROLL IN A SINGLE OPERATION AND ROLL IT OUT AS SMOOTHLY AS POSSIBLE. 1. GEOTEXTILE FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG GEOTEXTILE FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG TO THE ROADWAY WILL BE PERMITTED ALONG TO THE ROADWAY WILL BE PERMITTED ALONG THE ROADWAY WILL BE PERMITTED ALONG THE ROADWAY WILL BE PERMITTED ALONG ROADWAY WILL BE PERMITTED ALONG ROADWAY WILL BE PERMITTED ALONG WILL BE PERMITTED ALONG WILL BE PERMITTED ALONG BE PERMITTED ALONG BE PERMITTED ALONG PERMITTED ALONG PERMITTED ALONG ALONG ALONG THE CENTERLINE OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. CENTERLINE OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. CENTERLINE OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. BEYOND THE ROADWAY SURFACE WIDTH (I.E. BEYOND THE ROADWAY SURFACE WIDTH (I.E. THE ROADWAY SURFACE WIDTH (I.E. THE ROADWAY SURFACE WIDTH (I.E. ROADWAY SURFACE WIDTH (I.E. ROADWAY SURFACE WIDTH (I.E. SURFACE WIDTH (I.E. SURFACE WIDTH (I.E. WIDTH (I.E. WIDTH (I.E. (I.E. (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN OVERLAPS SHALL BE LOCATED BETWEEN OVERLAPS SHALL BE LOCATED BETWEEN SHALL BE LOCATED BETWEEN SHALL BE LOCATED BETWEEN BE LOCATED BETWEEN BE LOCATED BETWEEN LOCATED BETWEEN LOCATED BETWEEN BETWEEN BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET OVERLAPS SHALL BE A MINIMUM OF 3 FEET OVERLAPS SHALL BE A MINIMUM OF 3 FEET SHALL BE A MINIMUM OF 3 FEET SHALL BE A MINIMUM OF 3 FEET BE A MINIMUM OF 3 FEET BE A MINIMUM OF 3 FEET A MINIMUM OF 3 FEET A MINIMUM OF 3 FEET MINIMUM OF 3 FEET MINIMUM OF 3 FEET OF 3 FEET OF 3 FEET 3 FEET 3 FEET FEET FEET WIDE. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A TRANSVERSE (PERPENDICULAR TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A (PERPENDICULAR TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A (PERPENDICULAR TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A GEOTEXTILE FABRIC OVERLAPS AT THE END OF A GEOTEXTILE FABRIC OVERLAPS AT THE END OF A FABRIC OVERLAPS AT THE END OF A FABRIC OVERLAPS AT THE END OF A OVERLAPS AT THE END OF A OVERLAPS AT THE END OF A AT THE END OF A AT THE END OF A THE END OF A THE END OF A END OF A END OF A OF A OF A A A ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL PLACEMENT WITH THE PREVIOUS ROLL PLACEMENT WITH THE PREVIOUS ROLL WITH THE PREVIOUS ROLL WITH THE PREVIOUS ROLL THE PREVIOUS ROLL THE PREVIOUS ROLL PREVIOUS ROLL PREVIOUS ROLL ROLL ROLL ON TOP OF THE NEW ROLL, AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 3. ALL GEOTEXTILE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 ALL GEOTEXTILE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 GEOTEXTILE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 GEOTEXTILE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 WITH STAPLES OR NAILS A MINIMUM OF 10 WITH STAPLES OR NAILS A MINIMUM OF 10 STAPLES OR NAILS A MINIMUM OF 10 STAPLES OR NAILS A MINIMUM OF 10 OR NAILS A MINIMUM OF 10 OR NAILS A MINIMUM OF 10 NAILS A MINIMUM OF 10 NAILS A MINIMUM OF 10 A MINIMUM OF 10 A MINIMUM OF 10 MINIMUM OF 10 MINIMUM OF 10 OF 10 OF 10 10 10 INCHES LONG TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONG TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONG TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN POSITIONING DURING PLACEMENT OF AGGREGATE. PIN POSITIONING DURING PLACEMENT OF AGGREGATE. PIN DURING PLACEMENT OF AGGREGATE. PIN DURING PLACEMENT OF AGGREGATE. PIN PLACEMENT OF AGGREGATE. PIN PLACEMENT OF AGGREGATE. PIN OF AGGREGATE. PIN OF AGGREGATE. PIN AGGREGATE. PIN AGGREGATE. PIN PIN PIN PIN PIN LONGITUDINAL SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A INTERVALS AND TRANSVERSE SEAMS AT A INTERVALS AND TRANSVERSE SEAMS AT A AND TRANSVERSE SEAMS AT A AND TRANSVERSE SEAMS AT A TRANSVERSE SEAMS AT A TRANSVERSE SEAMS AT A SEAMS AT A SEAMS AT A AT A AT A A A MINIMUM OF 5-FOOT INTERVALS. D. THE AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 THE AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 CONSTRUCTED IN LAYERS NOT MORE THAN 4 CONSTRUCTED IN LAYERS NOT MORE THAN 4 IN LAYERS NOT MORE THAN 4 IN LAYERS NOT MORE THAN 4 LAYERS NOT MORE THAN 4 LAYERS NOT MORE THAN 4 NOT MORE THAN 4 NOT MORE THAN 4 MORE THAN 4 MORE THAN 4 THAN 4 THAN 4 4 4 INCHES (COMPACTED) IN THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE (COMPACTED) IN THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE (COMPACTED) IN THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE IN THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE IN THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE BE PLACED ON GEOTEXTILE FABRIC SHALL BE BE PLACED ON GEOTEXTILE FABRIC SHALL BE PLACED ON GEOTEXTILE FABRIC SHALL BE PLACED ON GEOTEXTILE FABRIC SHALL BE ON GEOTEXTILE FABRIC SHALL BE ON GEOTEXTILE FABRIC SHALL BE GEOTEXTILE FABRIC SHALL BE GEOTEXTILE FABRIC SHALL BE FABRIC SHALL BE FABRIC SHALL BE SHALL BE SHALL BE BE BE END-DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED END OF THE FABRIC OR OVER PREVIOUSLY PLACED END OF THE FABRIC OR OVER PREVIOUSLY PLACED OF THE FABRIC OR OVER PREVIOUSLY PLACED OF THE FABRIC OR OVER PREVIOUSLY PLACED THE FABRIC OR OVER PREVIOUSLY PLACED THE FABRIC OR OVER PREVIOUSLY PLACED FABRIC OR OVER PREVIOUSLY PLACED FABRIC OR OVER PREVIOUSLY PLACED OR OVER PREVIOUSLY PLACED OR OVER PREVIOUSLY PLACED OVER PREVIOUSLY PLACED OVER PREVIOUSLY PLACED PREVIOUSLY PLACED PREVIOUSLY PLACED PLACED PLACED AGGREGATE. THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO DOWN TO A THICKNESS OF 8 INCHES PRIOR TO DOWN TO A THICKNESS OF 8 INCHES PRIOR TO TO A THICKNESS OF 8 INCHES PRIOR TO TO A THICKNESS OF 8 INCHES PRIOR TO A THICKNESS OF 8 INCHES PRIOR TO A THICKNESS OF 8 INCHES PRIOR TO THICKNESS OF 8 INCHES PRIOR TO THICKNESS OF 8 INCHES PRIOR TO OF 8 INCHES PRIOR TO OF 8 INCHES PRIOR TO 8 INCHES PRIOR TO 8 INCHES PRIOR TO INCHES PRIOR TO INCHES PRIOR TO PRIOR TO PRIOR TO TO TO COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE EITHER TRANSPORTING THE AGGREGATE OR GRADING THE EITHER TRANSPORTING THE AGGREGATE OR GRADING THE TRANSPORTING THE AGGREGATE OR GRADING THE TRANSPORTING THE AGGREGATE OR GRADING THE THE AGGREGATE OR GRADING THE THE AGGREGATE OR GRADING THE AGGREGATE OR GRADING THE AGGREGATE OR GRADING THE OR GRADING THE OR GRADING THE GRADING THE GRADING THE THE THE AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE LESS THAN 4 INCHES OF MATERIAL COVERING THE LESS THAN 4 INCHES OF MATERIAL COVERING THE THAN 4 INCHES OF MATERIAL COVERING THE THAN 4 INCHES OF MATERIAL COVERING THE 4 INCHES OF MATERIAL COVERING THE 4 INCHES OF MATERIAL COVERING THE INCHES OF MATERIAL COVERING THE INCHES OF MATERIAL COVERING THE OF MATERIAL COVERING THE OF MATERIAL COVERING THE MATERIAL COVERING THE MATERIAL COVERING THE COVERING THE COVERING THE THE THE GEOTEXTILE FABRIC. E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM NOT LESS THAN 95 PERCENT OF THE MAXIMUM NOT LESS THAN 95 PERCENT OF THE MAXIMUM LESS THAN 95 PERCENT OF THE MAXIMUM LESS THAN 95 PERCENT OF THE MAXIMUM THAN 95 PERCENT OF THE MAXIMUM THAN 95 PERCENT OF THE MAXIMUM 95 PERCENT OF THE MAXIMUM 95 PERCENT OF THE MAXIMUM PERCENT OF THE MAXIMUM PERCENT OF THE MAXIMUM OF THE MAXIMUM OF THE MAXIMUM THE MAXIMUM THE MAXIMUM MAXIMUM MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, TEST, ASTM D1557. A TAMPING ROLLER, TEST, ASTM D1557. A TAMPING ROLLER, ASTM D1557. A TAMPING ROLLER, ASTM D1557. A TAMPING ROLLER, D1557. A TAMPING ROLLER, D1557. A TAMPING ROLLER, A TAMPING ROLLER, A TAMPING ROLLER, A TAMPING ROLLER, TAMPING ROLLER, TAMPING ROLLER, ROLLER, ROLLER, PNEUMATIC-TIRED ROLLER, OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR ROLLER, OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR ROLLER, OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR OR ANY COMBINATION THEREOF MAY BE USED FOR OR ANY COMBINATION THEREOF MAY BE USED FOR ANY COMBINATION THEREOF MAY BE USED FOR ANY COMBINATION THEREOF MAY BE USED FOR COMBINATION THEREOF MAY BE USED FOR COMBINATION THEREOF MAY BE USED FOR THEREOF MAY BE USED FOR THEREOF MAY BE USED FOR MAY BE USED FOR MAY BE USED FOR BE USED FOR BE USED FOR USED FOR USED FOR FOR FOR COMPACTION PROCEDURES. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL PROCEDURES. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL PROCEDURES. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL GIVEN A FINAL ROLLING WITH A THREE-WHEEL GIVEN A FINAL ROLLING WITH A THREE-WHEEL A FINAL ROLLING WITH A THREE-WHEEL A FINAL ROLLING WITH A THREE-WHEEL FINAL ROLLING WITH A THREE-WHEEL FINAL ROLLING WITH A THREE-WHEEL ROLLING WITH A THREE-WHEEL ROLLING WITH A THREE-WHEEL WITH A THREE-WHEEL WITH A THREE-WHEEL A THREE-WHEEL A THREE-WHEEL THREE-WHEEL THREE-WHEEL OR TANDEM ROLLER. 3.6 FINISH GRADING: FINISH GRADING: A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE AWAY FROM STRUCTURES AND SMOOTH SURFACE AWAY FROM STRUCTURES AND SMOOTH SURFACE FROM STRUCTURES AND SMOOTH SURFACE FROM STRUCTURES AND SMOOTH SURFACE STRUCTURES AND SMOOTH SURFACE STRUCTURES AND SMOOTH SURFACE AND SMOOTH SURFACE AND SMOOTH SURFACE SMOOTH SURFACE SMOOTH SURFACE SURFACE SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY OF CONSTRUCTION. GRADING SHALL PROPERLY OF CONSTRUCTION. GRADING SHALL PROPERLY CONSTRUCTION. GRADING SHALL PROPERLY CONSTRUCTION. GRADING SHALL PROPERLY GRADING SHALL PROPERLY GRADING SHALL PROPERLY GRADING SHALL PROPERLY SHALL PROPERLY SHALL PROPERLY PROPERLY PROPERLY BLEND WITH SURROUNDING TOPOGRAPHY AND STRUCTURES. B. IF DEEMED SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION IF DEEMED SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION DEEMED SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION DEEMED SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION FILL MATERIAL RESULTING FROM EXCAVATION FILL MATERIAL RESULTING FROM EXCAVATION MATERIAL RESULTING FROM EXCAVATION MATERIAL RESULTING FROM EXCAVATION RESULTING FROM EXCAVATION RESULTING FROM EXCAVATION FROM EXCAVATION FROM EXCAVATION EXCAVATION EXCAVATION FOR THE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE THE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE THE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE AND FOR REPLACEMENT OF REMOVED UNSUITABLE AND FOR REPLACEMENT OF REMOVED UNSUITABLE FOR REPLACEMENT OF REMOVED UNSUITABLE FOR REPLACEMENT OF REMOVED UNSUITABLE REPLACEMENT OF REMOVED UNSUITABLE REPLACEMENT OF REMOVED UNSUITABLE OF REMOVED UNSUITABLE OF REMOVED UNSUITABLE REMOVED UNSUITABLE REMOVED UNSUITABLE UNSUITABLE UNSUITABLE MATERIALS. C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON INCHES OF 1/2" - 3/4" CRUSHED STONE ON INCHES OF 1/2" - 3/4" CRUSHED STONE ON OF 1/2" - 3/4" CRUSHED STONE ON OF 1/2" - 3/4" CRUSHED STONE ON 1/2" - 3/4" CRUSHED STONE ON 1/2" - 3/4" CRUSHED STONE ON - 3/4" CRUSHED STONE ON - 3/4" CRUSHED STONE ON 3/4" CRUSHED STONE ON 3/4" CRUSHED STONE ON CRUSHED STONE ON CRUSHED STONE ON STONE ON STONE ON ON ON IF APPLICABLE, TOP OF SOIL STABILIZER FABRIC. D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK AREAS DISTURBED DURING THE COURSE OF THIS WORK AREAS DISTURBED DURING THE COURSE OF THIS WORK DISTURBED DURING THE COURSE OF THIS WORK DISTURBED DURING THE COURSE OF THIS WORK DURING THE COURSE OF THIS WORK DURING THE COURSE OF THIS WORK THE COURSE OF THIS WORK THE COURSE OF THIS WORK COURSE OF THIS WORK COURSE OF THIS WORK OF THIS WORK OF THIS WORK THIS WORK THIS WORK WORK WORK TO THEIR ORIGINAL CONDITION. 3.7 ASPHALT PAVING: SHALL BE PERFORMED PER COLORADO DEPARTMENT OF TRANSPORTATION (CDOT), DIVISION ASPHALT PAVING: SHALL BE PERFORMED PER COLORADO DEPARTMENT OF TRANSPORTATION (CDOT), DIVISION 400 - CDOT PAVEMENT STANDARDS AND SPECIFICATIONS.

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GENERAL SITE WORK AND DRAINAGE NOTES

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PART 1 - GENERAL CONTRACTOR SHALL PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE SHALL PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE SHALL PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE CONTROL, SURVEY, LAYOUT, SUBGRADE CONTROL, SURVEY, LAYOUT, SUBGRADE SURVEY, LAYOUT, SUBGRADE SURVEY, LAYOUT, SUBGRADE LAYOUT, SUBGRADE LAYOUT, SUBGRADE SUBGRADE SUBGRADE PREPARATION, AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, FOR HIGHWAY CONSTRUCTION, FOR HIGHWAY CONSTRUCTION, HIGHWAY CONSTRUCTION, HIGHWAY CONSTRUCTION, CONSTRUCTION, CONSTRUCTION, CURRENT EDITION) B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION) OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION) 1.2 INSPECTION AND TESTING: INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN CONCRETE CYLINDERS SHALL BE PERFORMED BY AN CONCRETE CYLINDERS SHALL BE PERFORMED BY AN CYLINDERS SHALL BE PERFORMED BY AN CYLINDERS SHALL BE PERFORMED BY AN SHALL BE PERFORMED BY AN SHALL BE PERFORMED BY AN BE PERFORMED BY AN BE PERFORMED BY AN PERFORMED BY AN PERFORMED BY AN BY AN BY AN AN AN AN INDEPENDENT TESTING LAB. THIS WORK SHALL BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL GENERAL CONTRACTOR. THE INSPECTIONS SHALL GENERAL CONTRACTOR. THE INSPECTIONS SHALL CONTRACTOR. THE INSPECTIONS SHALL CONTRACTOR. THE INSPECTIONS SHALL THE INSPECTIONS SHALL THE INSPECTIONS SHALL INSPECTIONS SHALL INSPECTIONS SHALL SHALL SHALL BE CARRIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED CARRIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED CARRIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED PROPER PERFORMANCE OF THE WORK AS SPECIFIED PROPER PERFORMANCE OF THE WORK AS SPECIFIED PERFORMANCE OF THE WORK AS SPECIFIED PERFORMANCE OF THE WORK AS SPECIFIED OF THE WORK AS SPECIFIED OF THE WORK AS SPECIFIED THE WORK AS SPECIFIED THE WORK AS SPECIFIED WORK AS SPECIFIED WORK AS SPECIFIED AS SPECIFIED AS SPECIFIED SPECIFIED SPECIFIED AND/OR CALLED FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE CALLED FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE CALLED FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE RESPONSIBILITY TO REQUEST THE RESPONSIBILITY TO REQUEST THE TO REQUEST THE TO REQUEST THE REQUEST THE REQUEST THE THE THE REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK FURTHER WORK THAT WOULD MAKE PARTS OF WORK FURTHER WORK THAT WOULD MAKE PARTS OF WORK WORK THAT WOULD MAKE PARTS OF WORK WORK THAT WOULD MAKE PARTS OF WORK THAT WOULD MAKE PARTS OF WORK THAT WOULD MAKE PARTS OF WORK WOULD MAKE PARTS OF WORK WOULD MAKE PARTS OF WORK MAKE PARTS OF WORK MAKE PARTS OF WORK PARTS OF WORK PARTS OF WORK OF WORK OF WORK WORK WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF COMMENCEMENT OF WORK UNTIL COMPLETION OF COMMENCEMENT OF WORK UNTIL COMPLETION OF OF WORK UNTIL COMPLETION OF OF WORK UNTIL COMPLETION OF WORK UNTIL COMPLETION OF WORK UNTIL COMPLETION OF UNTIL COMPLETION OF UNTIL COMPLETION OF COMPLETION OF COMPLETION OF OF OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED STRUCTURES, TREES, AND SHRUBS DESIGNATED STRUCTURES, TREES, AND SHRUBS DESIGNATED TREES, AND SHRUBS DESIGNATED TREES, AND SHRUBS DESIGNATED AND SHRUBS DESIGNATED AND SHRUBS DESIGNATED SHRUBS DESIGNATED SHRUBS DESIGNATED DESIGNATED DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT DAMAGED TO EXISTING FACILITIES THAT ARE NOT DAMAGED TO EXISTING FACILITIES THAT ARE NOT TO EXISTING FACILITIES THAT ARE NOT TO EXISTING FACILITIES THAT ARE NOT EXISTING FACILITIES THAT ARE NOT EXISTING FACILITIES THAT ARE NOT FACILITIES THAT ARE NOT FACILITIES THAT ARE NOT THAT ARE NOT THAT ARE NOT ARE NOT ARE NOT NOT NOT DESIGNATED FOR MODIFICATION OR REMOVAL. C. KEEP SITE FREE OF PONDING WATER. KEEP SITE FREE OF PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES WARNING SIGNS, AND SIMILAR DEVICES WARNING SIGNS, AND SIMILAR DEVICES SIGNS, AND SIMILAR DEVICES SIGNS, AND SIMILAR DEVICES AND SIMILAR DEVICES AND SIMILAR DEVICES SIMILAR DEVICES SIMILAR DEVICES DEVICES DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF FROM PROPERTY DURING THE ENTIRE DURATION OF FROM PROPERTY DURING THE ENTIRE DURATION OF PROPERTY DURING THE ENTIRE DURATION OF PROPERTY DURING THE ENTIRE DURATION OF DURING THE ENTIRE DURATION OF DURING THE ENTIRE DURATION OF THE ENTIRE DURATION OF THE ENTIRE DURATION OF ENTIRE DURATION OF ENTIRE DURATION OF DURATION OF DURATION OF OF OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT OCCUPIED BY THE OWNER OR OTHERS, EXCEPT OCCUPIED BY THE OWNER OR OTHERS, EXCEPT BY THE OWNER OR OTHERS, EXCEPT BY THE OWNER OR OTHERS, EXCEPT THE OWNER OR OTHERS, EXCEPT THE OWNER OR OTHERS, EXCEPT OWNER OR OTHERS, EXCEPT OWNER OR OTHERS, EXCEPT OR OTHERS, EXCEPT OR OTHERS, EXCEPT OTHERS, EXCEPT OTHERS, EXCEPT EXCEPT EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY ONLY AFTER ACCEPTABLE TEMPORARY UTILITY ONLY AFTER ACCEPTABLE TEMPORARY UTILITY AFTER ACCEPTABLE TEMPORARY UTILITY AFTER ACCEPTABLE TEMPORARY UTILITY ACCEPTABLE TEMPORARY UTILITY ACCEPTABLE TEMPORARY UTILITY TEMPORARY UTILITY TEMPORARY UTILITY UTILITY UTILITY SERVICES HAVE BEEN PROVIDED. 1. NOTICE TO ENGINEER SHALL BE PROVIDED A MINIMUM OF 48 HOURS PRIOR TO OUTAGE. NOTICE TO ENGINEER SHALL BE PROVIDED A MINIMUM OF 48 HOURS PRIOR TO OUTAGE. PART 2 - PRODUCTS 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR FREE FROM FROZEN LUMPS, REFUSE, STONES OR FREE FROM FROZEN LUMPS, REFUSE, STONES OR FROM FROZEN LUMPS, REFUSE, STONES OR FROM FROZEN LUMPS, REFUSE, STONES OR FROZEN LUMPS, REFUSE, STONES OR FROZEN LUMPS, REFUSE, STONES OR LUMPS, REFUSE, STONES OR LUMPS, REFUSE, STONES OR REFUSE, STONES OR REFUSE, STONES OR STONES OR STONES OR OR OR ROCKS LARGER THAN THREE (3) INCHES IN ANY DIMENSION. 2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE ASTM D2321 (CLASS III, IVA OR IVB) COARSE ASTM D2321 (CLASS III, IVA OR IVB) COARSE D2321 (CLASS III, IVA OR IVB) COARSE D2321 (CLASS III, IVA OR IVB) COARSE (CLASS III, IVA OR IVB) COARSE (CLASS III, IVA OR IVB) COARSE III, IVA OR IVB) COARSE III, IVA OR IVB) COARSE IVA OR IVB) COARSE IVA OR IVB) COARSE OR IVB) COARSE OR IVB) COARSE IVB) COARSE IVB) COARSE COARSE COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN STONES OR ROCKS LARGER THAN THREE (3) INCHES IN STONES OR ROCKS LARGER THAN THREE (3) INCHES IN OR ROCKS LARGER THAN THREE (3) INCHES IN OR ROCKS LARGER THAN THREE (3) INCHES IN ROCKS LARGER THAN THREE (3) INCHES IN ROCKS LARGER THAN THREE (3) INCHES IN LARGER THAN THREE (3) INCHES IN LARGER THAN THREE (3) INCHES IN THAN THREE (3) INCHES IN THAN THREE (3) INCHES IN THREE (3) INCHES IN THREE (3) INCHES IN (3) INCHES IN (3) INCHES IN INCHES IN INCHES IN IN IN ANY DIMENSION. 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE D2321 (CLASS IA, IB OR II) COARSE AGGREGATE D2321 (CLASS IA, IB OR II) COARSE AGGREGATE (CLASS IA, IB OR II) COARSE AGGREGATE (CLASS IA, IB OR II) COARSE AGGREGATE IA, IB OR II) COARSE AGGREGATE IA, IB OR II) COARSE AGGREGATE IB OR II) COARSE AGGREGATE IB OR II) COARSE AGGREGATE OR II) COARSE AGGREGATE OR II) COARSE AGGREGATE II) COARSE AGGREGATE II) COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE AGGREGATE AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, FROM FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, FROM FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, LARGER THAN THREE (3) INCHES IN DIAMETER, LARGER THAN THREE (3) INCHES IN DIAMETER, THAN THREE (3) INCHES IN DIAMETER, THAN THREE (3) INCHES IN DIAMETER, THREE (3) INCHES IN DIAMETER, THREE (3) INCHES IN DIAMETER, (3) INCHES IN DIAMETER, (3) INCHES IN DIAMETER, INCHES IN DIAMETER, INCHES IN DIAMETER, IN DIAMETER, IN DIAMETER, DIAMETER, DIAMETER, OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR MEETING THE REQUIREMENTS OF ASTM E850-95. FOR MEETING THE REQUIREMENTS OF ASTM E850-95. FOR THE REQUIREMENTS OF ASTM E850-95. FOR THE REQUIREMENTS OF ASTM E850-95. FOR REQUIREMENTS OF ASTM E850-95. FOR REQUIREMENTS OF ASTM E850-95. FOR OF ASTM E850-95. FOR OF ASTM E850-95. FOR ASTM E850-95. FOR ASTM E850-95. FOR E850-95. FOR E850-95. FOR FOR FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL IS REQUIRED. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF SAND MEETING THE GRADATION REQUIREMENTS OF SAND MEETING THE GRADATION REQUIREMENTS OF MEETING THE GRADATION REQUIREMENTS OF MEETING THE GRADATION REQUIREMENTS OF THE GRADATION REQUIREMENTS OF THE GRADATION REQUIREMENTS OF GRADATION REQUIREMENTS OF GRADATION REQUIREMENTS OF REQUIREMENTS OF REQUIREMENTS OF OF OF ASTM D2487 (CLASSIFIED AS SE OR SW-SM SOILS). 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940. COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940. 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING SILTS AND CLAYS (LL>45). MATERIAL CONTAINING SILTS AND CLAYS (LL>45). MATERIAL CONTAINING AND CLAYS (LL>45). MATERIAL CONTAINING AND CLAYS (LL>45). MATERIAL CONTAINING CLAYS (LL>45). MATERIAL CONTAINING CLAYS (LL>45). MATERIAL CONTAINING (LL>45). MATERIAL CONTAINING (LL>45). MATERIAL CONTAINING MATERIAL CONTAINING MATERIAL CONTAINING CONTAINING CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS VEGETATIVE MATTER, WOOD, STONES IN EXCESS VEGETATIVE MATTER, WOOD, STONES IN EXCESS MATTER, WOOD, STONES IN EXCESS MATTER, WOOD, STONES IN EXCESS WOOD, STONES IN EXCESS WOOD, STONES IN EXCESS STONES IN EXCESS STONES IN EXCESS IN EXCESS IN EXCESS EXCESS EXCESS OF 3 INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, 3 INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, 3 INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, CLASSIFIED BY ASTM AS PT, MH, CH, OH, CLASSIFIED BY ASTM AS PT, MH, CH, OH, BY ASTM AS PT, MH, CH, OH, BY ASTM AS PT, MH, CH, OH, ASTM AS PT, MH, CH, OH, ASTM AS PT, MH, CH, OH, AS PT, MH, CH, OH, AS PT, MH, CH, OH, PT, MH, CH, OH, PT, MH, CH, OH, MH, CH, OH, MH, CH, OH, CH, OH, CH, OH, OH, OH, ML, AND OL. 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUIVALENT. GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUIVALENT. 2.9 PLASTIC MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY PLASTIC MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY RESISTANT POLYETHYLENE FILM SPECIFICALLY RESISTANT POLYETHYLENE FILM SPECIFICALLY POLYETHYLENE FILM SPECIFICALLY POLYETHYLENE FILM SPECIFICALLY FILM SPECIFICALLY FILM SPECIFICALLY SPECIFICALLY SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM FOR MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM FOR MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM SIX (6) INCHES WIDE WITH A MINIMUM SIX (6) INCHES WIDE WITH A MINIMUM (6) INCHES WIDE WITH A MINIMUM (6) INCHES WIDE WITH A MINIMUM INCHES WIDE WITH A MINIMUM INCHES WIDE WITH A MINIMUM WIDE WITH A MINIMUM WIDE WITH A MINIMUM WITH A MINIMUM WITH A MINIMUM A MINIMUM A MINIMUM MINIMUM MINIMUM THICKNESS OF 0.004" TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND OF 0.004" TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND OF 0.004" TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND 0.004" TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND 0.004" TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND OF 1,500 PSI IN BOTH DIRECTIONS AND OF 1,500 PSI IN BOTH DIRECTIONS AND 1,500 PSI IN BOTH DIRECTIONS AND 1,500 PSI IN BOTH DIRECTIONS AND PSI IN BOTH DIRECTIONS AND PSI IN BOTH DIRECTIONS AND IN BOTH DIRECTIONS AND IN BOTH DIRECTIONS AND BOTH DIRECTIONS AND BOTH DIRECTIONS AND DIRECTIONS AND DIRECTIONS AND AND AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A BACKING OR OTHER MEANS TO ENABLE DETECTION BY A BACKING OR OTHER MEANS TO ENABLE DETECTION BY A OR OTHER MEANS TO ENABLE DETECTION BY A OR OTHER MEANS TO ENABLE DETECTION BY A OTHER MEANS TO ENABLE DETECTION BY A OTHER MEANS TO ENABLE DETECTION BY A MEANS TO ENABLE DETECTION BY A MEANS TO ENABLE DETECTION BY A TO ENABLE DETECTION BY A TO ENABLE DETECTION BY A ENABLE DETECTION BY A ENABLE DETECTION BY A DETECTION BY A DETECTION BY A BY A BY A A A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED THE METALLIC CORE OF THE TAPE SHALL BE ENCASED THE METALLIC CORE OF THE TAPE SHALL BE ENCASED METALLIC CORE OF THE TAPE SHALL BE ENCASED METALLIC CORE OF THE TAPE SHALL BE ENCASED CORE OF THE TAPE SHALL BE ENCASED CORE OF THE TAPE SHALL BE ENCASED OF THE TAPE SHALL BE ENCASED OF THE TAPE SHALL BE ENCASED THE TAPE SHALL BE ENCASED THE TAPE SHALL BE ENCASED TAPE SHALL BE ENCASED TAPE SHALL BE ENCASED SHALL BE ENCASED SHALL BE ENCASED BE ENCASED BE ENCASED ENCASED ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR TO PROTECT IT FROM CORROSION. TAPE COLOR TO PROTECT IT FROM CORROSION. TAPE COLOR PROTECT IT FROM CORROSION. TAPE COLOR PROTECT IT FROM CORROSION. TAPE COLOR IT FROM CORROSION. TAPE COLOR IT FROM CORROSION. TAPE COLOR FROM CORROSION. TAPE COLOR FROM CORROSION. TAPE COLOR CORROSION. TAPE COLOR CORROSION. TAPE COLOR TAPE COLOR TAPE COLOR COLOR COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES.

AutoCAD SHX Text

PART 3 - EXECUTION 3.1 GENERAL: GENERAL: A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL INSTALL EROSION AND SEDIMENT CONTROL INSTALL EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL SEDIMENT CONTROL SEDIMENT CONTROL CONTROL CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE AND MAINTAINED IN SUCH CONDITION THAT IN THE AND MAINTAINED IN SUCH CONDITION THAT IN THE MAINTAINED IN SUCH CONDITION THAT IN THE MAINTAINED IN SUCH CONDITION THAT IN THE IN SUCH CONDITION THAT IN THE IN SUCH CONDITION THAT IN THE SUCH CONDITION THAT IN THE SUCH CONDITION THAT IN THE CONDITION THAT IN THE CONDITION THAT IN THE THAT IN THE THAT IN THE IN THE IN THE THE THE EVENT OF A RAIN EVENT, THE SITE CAN PROPERLY DRAIN AT ANY TIME. B. PRIOR TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, PRIOR TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ESTABLISH AND MAINTAIN ALL LINES, GRADES, AND MAINTAIN ALL LINES, GRADES, AND MAINTAIN ALL LINES, GRADES, MAINTAIN ALL LINES, GRADES, MAINTAIN ALL LINES, GRADES, ALL LINES, GRADES, ALL LINES, GRADES, LINES, GRADES, LINES, GRADES, GRADES, GRADES, ELEVATIONS, AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, REMOVE TREES, BRUSH, STUMPS, RUBBISH, REMOVE TREES, BRUSH, STUMPS, RUBBISH, TREES, BRUSH, STUMPS, RUBBISH, TREES, BRUSH, STUMPS, RUBBISH, BRUSH, STUMPS, RUBBISH, BRUSH, STUMPS, RUBBISH, STUMPS, RUBBISH, STUMPS, RUBBISH, RUBBISH, RUBBISH, OTHER DEBRIS, AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE GROUND SURFACE. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE A DEPTH OF NO LESS THAN 12 INCHES BELOW THE A DEPTH OF NO LESS THAN 12 INCHES BELOW THE DEPTH OF NO LESS THAN 12 INCHES BELOW THE DEPTH OF NO LESS THAN 12 INCHES BELOW THE OF NO LESS THAN 12 INCHES BELOW THE OF NO LESS THAN 12 INCHES BELOW THE NO LESS THAN 12 INCHES BELOW THE NO LESS THAN 12 INCHES BELOW THE LESS THAN 12 INCHES BELOW THE LESS THAN 12 INCHES BELOW THE THAN 12 INCHES BELOW THE THAN 12 INCHES BELOW THE 12 INCHES BELOW THE 12 INCHES BELOW THE INCHES BELOW THE INCHES BELOW THE BELOW THE BELOW THE THE THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR GROUND SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR GROUND SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR REFUSE, AND OTHER DEBRIS EMBEDDED IN OR REFUSE, AND OTHER DEBRIS EMBEDDED IN OR AND OTHER DEBRIS EMBEDDED IN OR AND OTHER DEBRIS EMBEDDED IN OR OTHER DEBRIS EMBEDDED IN OR OTHER DEBRIS EMBEDDED IN OR DEBRIS EMBEDDED IN OR DEBRIS EMBEDDED IN OR EMBEDDED IN OR EMBEDDED IN OR IN OR IN OR OR OR PROTRUDING THROUGH THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO THROUGH THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO THROUGH THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO DISK, OR PLOW THE AREA TO A DEPTH OF NO DISK, OR PLOW THE AREA TO A DEPTH OF NO OR PLOW THE AREA TO A DEPTH OF NO OR PLOW THE AREA TO A DEPTH OF NO PLOW THE AREA TO A DEPTH OF NO PLOW THE AREA TO A DEPTH OF NO THE AREA TO A DEPTH OF NO THE AREA TO A DEPTH OF NO AREA TO A DEPTH OF NO AREA TO A DEPTH OF NO TO A DEPTH OF NO TO A DEPTH OF NO A DEPTH OF NO A DEPTH OF NO DEPTH OF NO DEPTH OF NO OF NO OF NO NO NO LESS THAN 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM THAN 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM THAN 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM TO A DEPTH OF 12 INCHES BELOW THE BOTTOM TO A DEPTH OF 12 INCHES BELOW THE BOTTOM A DEPTH OF 12 INCHES BELOW THE BOTTOM A DEPTH OF 12 INCHES BELOW THE BOTTOM DEPTH OF 12 INCHES BELOW THE BOTTOM DEPTH OF 12 INCHES BELOW THE BOTTOM OF 12 INCHES BELOW THE BOTTOM OF 12 INCHES BELOW THE BOTTOM 12 INCHES BELOW THE BOTTOM 12 INCHES BELOW THE BOTTOM INCHES BELOW THE BOTTOM INCHES BELOW THE BOTTOM BELOW THE BOTTOM BELOW THE BOTTOM THE BOTTOM THE BOTTOM BOTTOM BOTTOM DEPTH OF ROOTS AND OTHER DEBRIS. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE SURFACE UNTIL THE SOIL NO LONGER MEETS SURFACE UNTIL THE SOIL NO LONGER MEETS SURFACE UNTIL THE SOIL NO LONGER MEETS UNTIL THE SOIL NO LONGER MEETS UNTIL THE SOIL NO LONGER MEETS THE SOIL NO LONGER MEETS THE SOIL NO LONGER MEETS SOIL NO LONGER MEETS SOIL NO LONGER MEETS NO LONGER MEETS NO LONGER MEETS LONGER MEETS LONGER MEETS MEETS MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE WITH SUBSOIL OR OTHER UNDESIRABLE WITH SUBSOIL OR OTHER UNDESIRABLE SUBSOIL OR OTHER UNDESIRABLE SUBSOIL OR OTHER UNDESIRABLE OR OTHER UNDESIRABLE OR OTHER UNDESIRABLE OTHER UNDESIRABLE OTHER UNDESIRABLE UNDESIRABLE UNDESIRABLE MATERIALS. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM IS INDICATED, FILL DEPRESSIONS RESULTING FROM IS INDICATED, FILL DEPRESSIONS RESULTING FROM INDICATED, FILL DEPRESSIONS RESULTING FROM INDICATED, FILL DEPRESSIONS RESULTING FROM FILL DEPRESSIONS RESULTING FROM FILL DEPRESSIONS RESULTING FROM DEPRESSIONS RESULTING FROM DEPRESSIONS RESULTING FROM RESULTING FROM RESULTING FROM FROM FROM CLEARING, GRUBBING, AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. D. ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE OPERATIONS SHALL BE REMOVED FROM THE SITE OPERATIONS SHALL BE REMOVED FROM THE SITE SHALL BE REMOVED FROM THE SITE SHALL BE REMOVED FROM THE SITE BE REMOVED FROM THE SITE BE REMOVED FROM THE SITE REMOVED FROM THE SITE REMOVED FROM THE SITE FROM THE SITE FROM THE SITE THE SITE THE SITE SITE SITE AND DISPOSED OF IN AN AUTHORIZED LANDFILL. BURNING OF DEBRIS WILL NOT BE PERMITTED. E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY TO BE EXCAVATED AND/OR TRENCHED TO VERIFY TO BE EXCAVATED AND/OR TRENCHED TO VERIFY BE EXCAVATED AND/OR TRENCHED TO VERIFY BE EXCAVATED AND/OR TRENCHED TO VERIFY EXCAVATED AND/OR TRENCHED TO VERIFY EXCAVATED AND/OR TRENCHED TO VERIFY AND/OR TRENCHED TO VERIFY AND/OR TRENCHED TO VERIFY TRENCHED TO VERIFY TRENCHED TO VERIFY TO VERIFY TO VERIFY VERIFY VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND AND TO ASCERTAIN THE EXISTENCE AND AND TO ASCERTAIN THE EXISTENCE AND TO ASCERTAIN THE EXISTENCE AND TO ASCERTAIN THE EXISTENCE AND ASCERTAIN THE EXISTENCE AND ASCERTAIN THE EXISTENCE AND THE EXISTENCE AND THE EXISTENCE AND EXISTENCE AND EXISTENCE AND AND AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT OR OTHER ITEM NOT SHOWN THAT MIGHT OR OTHER ITEM NOT SHOWN THAT MIGHT OTHER ITEM NOT SHOWN THAT MIGHT OTHER ITEM NOT SHOWN THAT MIGHT ITEM NOT SHOWN THAT MIGHT ITEM NOT SHOWN THAT MIGHT NOT SHOWN THAT MIGHT NOT SHOWN THAT MIGHT SHOWN THAT MIGHT SHOWN THAT MIGHT THAT MIGHT THAT MIGHT MIGHT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY NOTIFY THE CONSTRUCTION MANAGER OF ANY NOTIFY THE CONSTRUCTION MANAGER OF ANY THE CONSTRUCTION MANAGER OF ANY THE CONSTRUCTION MANAGER OF ANY CONSTRUCTION MANAGER OF ANY CONSTRUCTION MANAGER OF ANY MANAGER OF ANY MANAGER OF ANY OF ANY OF ANY ANY ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE PLANS. F. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED FOR BACKFILL. ALL EXCESS EXCAVATED FOR BACKFILL. ALL EXCESS EXCAVATED BACKFILL. ALL EXCESS EXCAVATED BACKFILL. ALL EXCESS EXCAVATED ALL EXCESS EXCAVATED ALL EXCESS EXCAVATED EXCESS EXCAVATED EXCESS EXCAVATED EXCAVATED EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3.2 BACKFILL: BACKFILL: A. AFTER COMPLETING CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM AFTER COMPLETING CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM COMPLETING CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM COMPLETING CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM EXPIRATION OF THE SPECIFIED MINIMUM EXPIRATION OF THE SPECIFIED MINIMUM OF THE SPECIFIED MINIMUM OF THE SPECIFIED MINIMUM THE SPECIFIED MINIMUM THE SPECIFIED MINIMUM SPECIFIED MINIMUM SPECIFIED MINIMUM MINIMUM MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO THE EXCAVATION WITH APPROVED MATERIAL TO THE EXCAVATION WITH APPROVED MATERIAL TO EXCAVATION WITH APPROVED MATERIAL TO EXCAVATION WITH APPROVED MATERIAL TO WITH APPROVED MATERIAL TO WITH APPROVED MATERIAL TO APPROVED MATERIAL TO APPROVED MATERIAL TO MATERIAL TO MATERIAL TO TO TO RESTORE THE REQUIRED FINISHED GRADE. 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE ALL FORMS SHALL BE REMOVED AND THE ALL FORMS SHALL BE REMOVED AND THE FORMS SHALL BE REMOVED AND THE FORMS SHALL BE REMOVED AND THE SHALL BE REMOVED AND THE SHALL BE REMOVED AND THE BE REMOVED AND THE BE REMOVED AND THE REMOVED AND THE REMOVED AND THE AND THE AND THE THE THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL BACKFILL MATERIAL IN UNIFORM HORIZONTAL BACKFILL MATERIAL IN UNIFORM HORIZONTAL MATERIAL IN UNIFORM HORIZONTAL MATERIAL IN UNIFORM HORIZONTAL IN UNIFORM HORIZONTAL IN UNIFORM HORIZONTAL UNIFORM HORIZONTAL UNIFORM HORIZONTAL HORIZONTAL HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS THICKNESS. WHERE HAND OPERATED COMPACTORS THICKNESS. WHERE HAND OPERATED COMPACTORS WHERE HAND OPERATED COMPACTORS WHERE HAND OPERATED COMPACTORS WHERE HAND OPERATED COMPACTORS HAND OPERATED COMPACTORS HAND OPERATED COMPACTORS OPERATED COMPACTORS OPERATED COMPACTORS COMPACTORS COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE LIFTS NOT TO EXCEED 4 INCHES IN LOOSE LIFTS NOT TO EXCEED 4 INCHES IN LOOSE NOT TO EXCEED 4 INCHES IN LOOSE NOT TO EXCEED 4 INCHES IN LOOSE TO EXCEED 4 INCHES IN LOOSE TO EXCEED 4 INCHES IN LOOSE EXCEED 4 INCHES IN LOOSE EXCEED 4 INCHES IN LOOSE 4 INCHES IN LOOSE 4 INCHES IN LOOSE INCHES IN LOOSE INCHES IN LOOSE IN LOOSE IN LOOSE LOOSE LOOSE DEPTH. 3. IF THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED IF THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED CONTRACTOR HAS NOT OBTAINED THE SPECIFIED CONTRACTOR HAS NOT OBTAINED THE SPECIFIED HAS NOT OBTAINED THE SPECIFIED HAS NOT OBTAINED THE SPECIFIED NOT OBTAINED THE SPECIFIED NOT OBTAINED THE SPECIFIED OBTAINED THE SPECIFIED OBTAINED THE SPECIFIED THE SPECIFIED THE SPECIFIED SPECIFIED SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS PLACED UNTIL THE SPECIFICATION REQUIREMENTS PLACED UNTIL THE SPECIFICATION REQUIREMENTS UNTIL THE SPECIFICATION REQUIREMENTS UNTIL THE SPECIFICATION REQUIREMENTS THE SPECIFICATION REQUIREMENTS THE SPECIFICATION REQUIREMENTS SPECIFICATION REQUIREMENTS SPECIFICATION REQUIREMENTS REQUIREMENTS REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, SUCH AS DISKING AND DRYING, ADDING WATER, SUCH AS DISKING AND DRYING, ADDING WATER, AS DISKING AND DRYING, ADDING WATER, AS DISKING AND DRYING, ADDING WATER, DISKING AND DRYING, ADDING WATER, DISKING AND DRYING, ADDING WATER, AND DRYING, ADDING WATER, AND DRYING, ADDING WATER, DRYING, ADDING WATER, DRYING, ADDING WATER, ADDING WATER, ADDING WATER, WATER, WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY OF 95 PERCENT OF THE MAXIMUM DRY OF 95 PERCENT OF THE MAXIMUM DRY 95 PERCENT OF THE MAXIMUM DRY 95 PERCENT OF THE MAXIMUM DRY PERCENT OF THE MAXIMUM DRY PERCENT OF THE MAXIMUM DRY OF THE MAXIMUM DRY OF THE MAXIMUM DRY THE MAXIMUM DRY THE MAXIMUM DRY MAXIMUM DRY MAXIMUM DRY DRY DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D698. 3.3 TRENCH EXCAVATION: TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS UTILITY TRENCHES SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS TRENCHES SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS TRENCHES SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS AND WIDTHS SHOWN ON PLAN, OR AS AND WIDTHS SHOWN ON PLAN, OR AS WIDTHS SHOWN ON PLAN, OR AS WIDTHS SHOWN ON PLAN, OR AS SHOWN ON PLAN, OR AS SHOWN ON PLAN, OR AS ON PLAN, OR AS ON PLAN, OR AS PLAN, OR AS PLAN, OR AS OR AS OR AS AS AS DIRECTED BY THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, BY THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, BY THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, CONTRACTOR SHALL PROVIDE SHORING, SHEETING, CONTRACTOR SHALL PROVIDE SHORING, SHEETING, SHALL PROVIDE SHORING, SHEETING, SHALL PROVIDE SHORING, SHEETING, PROVIDE SHORING, SHEETING, PROVIDE SHORING, SHEETING, SHORING, SHEETING, SHORING, SHEETING, SHEETING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. THE TRENCH WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE THE TRENCH WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE TRENCH WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE TRENCH WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE 6 INCHES BEYOND THE OUTSIDE EDGE OF THE 6 INCHES BEYOND THE OUTSIDE EDGE OF THE INCHES BEYOND THE OUTSIDE EDGE OF THE INCHES BEYOND THE OUTSIDE EDGE OF THE BEYOND THE OUTSIDE EDGE OF THE BEYOND THE OUTSIDE EDGE OF THE THE OUTSIDE EDGE OF THE THE OUTSIDE EDGE OF THE OUTSIDE EDGE OF THE OUTSIDE EDGE OF THE EDGE OF THE EDGE OF THE OF THE OF THE THE THE OUTERMOST CONDUIT. 3.4 TRENCH BACKFILL: TRENCH BACKFILL: A. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. B. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE PLAN AND THE UTILITY REQUIREMENTS. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE PLAN AND THE UTILITY REQUIREMENTS. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE BACKFILL AND COMPACT TRENCH BEFORE BACKFILL AND COMPACT TRENCH BEFORE BACKFILL AND COMPACT TRENCH BEFORE AND COMPACT TRENCH BEFORE AND COMPACT TRENCH BEFORE COMPACT TRENCH BEFORE COMPACT TRENCH BEFORE TRENCH BEFORE TRENCH BEFORE BEFORE BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH ON BOTH SIDES OF THE CONDUITS IN 6-INCH ON BOTH SIDES OF THE CONDUITS IN 6-INCH BOTH SIDES OF THE CONDUITS IN 6-INCH BOTH SIDES OF THE CONDUITS IN 6-INCH SIDES OF THE CONDUITS IN 6-INCH SIDES OF THE CONDUITS IN 6-INCH OF THE CONDUITS IN 6-INCH OF THE CONDUITS IN 6-INCH THE CONDUITS IN 6-INCH THE CONDUITS IN 6-INCH CONDUITS IN 6-INCH CONDUITS IN 6-INCH IN 6-INCH IN 6-INCH 6-INCH 6-INCH UNCOMPACTED LIFTS AND TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO LIFTS AND TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO LIFTS AND TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO AND TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO AND TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SOLIDLY RAM AND TAMP BACKFILL INTO SOLIDLY RAM AND TAMP BACKFILL INTO SOLIDLY RAM AND TAMP BACKFILL INTO RAM AND TAMP BACKFILL INTO RAM AND TAMP BACKFILL INTO AND TAMP BACKFILL INTO AND TAMP BACKFILL INTO TAMP BACKFILL INTO TAMP BACKFILL INTO BACKFILL INTO BACKFILL INTO INTO INTO SPACE AROUND CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM COMPACT THE BACKFILL MATERIAL IN MAXIMUM COMPACT THE BACKFILL MATERIAL IN MAXIMUM THE BACKFILL MATERIAL IN MAXIMUM THE BACKFILL MATERIAL IN MAXIMUM BACKFILL MATERIAL IN MAXIMUM BACKFILL MATERIAL IN MAXIMUM MATERIAL IN MAXIMUM MATERIAL IN MAXIMUM IN MAXIMUM IN MAXIMUM MAXIMUM MAXIMUM 8-INCH THICK LOOSE LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G. COMPACT THE TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS COMPACT THE TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS THE TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS THE TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS 95 PERCENT OF THE MAXIMUM DRY DENSITY AS 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PERCENT OF THE MAXIMUM DRY DENSITY AS PERCENT OF THE MAXIMUM DRY DENSITY AS OF THE MAXIMUM DRY DENSITY AS OF THE MAXIMUM DRY DENSITY AS THE MAXIMUM DRY DENSITY AS THE MAXIMUM DRY DENSITY AS MAXIMUM DRY DENSITY AS MAXIMUM DRY DENSITY AS DRY DENSITY AS DRY DENSITY AS DENSITY AS DENSITY AS AS AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D698.

GN-4

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REV

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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GENERAL CONCRETE

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WORK NOTES

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PART 1 - GENERAL 1.1 SCOPE: SCOPE: A. FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, CAST-IN PLACE CONCRETE, FINISHING, CAST-IN PLACE CONCRETE, FINISHING, PLACE CONCRETE, FINISHING, PLACE CONCRETE, FINISHING, CONCRETE, FINISHING, CONCRETE, FINISHING, FINISHING, FINISHING, CURING, AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS. 1.2 REFERENCES: REFERENCES: A. ACI (AMERICAN CONCRETE INSTITUTE) ACI (AMERICAN CONCRETE INSTITUTE) 1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. 3. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING. 4. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. 5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. 6. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE. 7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. B. THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE FOR TESTING AND MATERIALS (ASTM) ARE FOR TESTING AND MATERIALS (ASTM) ARE TESTING AND MATERIALS (ASTM) ARE TESTING AND MATERIALS (ASTM) ARE AND MATERIALS (ASTM) ARE AND MATERIALS (ASTM) ARE MATERIALS (ASTM) ARE MATERIALS (ASTM) ARE (ASTM) ARE (ASTM) ARE ARE ARE REFERENCED IN THE ACI STANDARDS AND ARE A PART OF THIS SPECIFICATION. PART 2 - PRODUCTS 2.1 REINFORCING MATERIALS: REINFORCING MATERIALS: B. REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET-STEEL BARS, PLAIN FINISH. REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET-STEEL BARS, PLAIN FINISH. C. CONTRACTOR SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT CONTRACTOR SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT SPACERS AS REQUIRED FOR SUPPORT SPACERS AS REQUIRED FOR SUPPORT AS REQUIRED FOR SUPPORT AS REQUIRED FOR SUPPORT REQUIRED FOR SUPPORT REQUIRED FOR SUPPORT FOR SUPPORT FOR SUPPORT SUPPORT SUPPORT OF REINFORCING STEEL AND WIRE FABRIC. 2.2 CONCRETE MATERIALS: CONCRETE MATERIALS: A. PORTLAND CEMENT SHALL BE TYPE II, CONFORMING TO ASTM C-150. PORTLAND CEMENT SHALL BE TYPE II, CONFORMING TO ASTM C-150. B. AGGREGATE SHALL CONFORM TO ASTM C-33. AGGREGATE SHALL CONFORM TO ASTM C-33. 1. FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED SHARP, AND WASHED NATURAL OR CRUSHED SHARP, AND WASHED NATURAL OR CRUSHED AND WASHED NATURAL OR CRUSHED AND WASHED NATURAL OR CRUSHED WASHED NATURAL OR CRUSHED WASHED NATURAL OR CRUSHED NATURAL OR CRUSHED NATURAL OR CRUSHED OR CRUSHED OR CRUSHED CRUSHED CRUSHED SAND, FREE FROM ORGANIC IMPURITIES. 2. COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, GRAVEL OR CRUSHED ROCK CONSISTING HARD, GRAVEL OR CRUSHED ROCK CONSISTING HARD, OR CRUSHED ROCK CONSISTING HARD, OR CRUSHED ROCK CONSISTING HARD, CRUSHED ROCK CONSISTING HARD, CRUSHED ROCK CONSISTING HARD, ROCK CONSISTING HARD, ROCK CONSISTING HARD, CONSISTING HARD, CONSISTING HARD, HARD, HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS. 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS INCH IN ACCORDANCE WITH THE REQUIREMENTS INCH IN ACCORDANCE WITH THE REQUIREMENTS IN ACCORDANCE WITH THE REQUIREMENTS IN ACCORDANCE WITH THE REQUIREMENTS ACCORDANCE WITH THE REQUIREMENTS ACCORDANCE WITH THE REQUIREMENTS WITH THE REQUIREMENTS WITH THE REQUIREMENTS THE REQUIREMENTS THE REQUIREMENTS REQUIREMENTS REQUIREMENTS OF ASTM C-33 GRADATION SIZE NO. 67. C. WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, AND FREE FROM OILS, ACIDS, SALTS, AND FREE FROM OILS, ACIDS, SALTS, FREE FROM OILS, ACIDS, SALTS, FREE FROM OILS, ACIDS, SALTS, FROM OILS, ACIDS, SALTS, FROM OILS, ACIDS, SALTS, OILS, ACIDS, SALTS, OILS, ACIDS, SALTS, ACIDS, SALTS, ACIDS, SALTS, SALTS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR OTHER DELETARIOUS SUBSTANCES. D. THE CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF THE CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF COMPLYING WITH THE REQUIREMENTS OF COMPLYING WITH THE REQUIREMENTS OF WITH THE REQUIREMENTS OF WITH THE REQUIREMENTS OF THE REQUIREMENTS OF THE REQUIREMENTS OF REQUIREMENTS OF REQUIREMENTS OF OF OF ASTM C-260 AND ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE C-260 AND ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE C-260 AND ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE AND ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE AND ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE A WATER-REDUCING ADMIXTURE COMPLYING WITH THE A WATER-REDUCING ADMIXTURE COMPLYING WITH THE WATER-REDUCING ADMIXTURE COMPLYING WITH THE WATER-REDUCING ADMIXTURE COMPLYING WITH THE ADMIXTURE COMPLYING WITH THE ADMIXTURE COMPLYING WITH THE COMPLYING WITH THE COMPLYING WITH THE WITH THE WITH THE THE THE REQUIREMENTS OF ASTM C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN OF ASTM C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN OF ASTM C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN ASTM C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN ASTM C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN ACI 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN 212.1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN ADMIXTURES SHALL BE PURCHASED AND BATCHED IN ADMIXTURES SHALL BE PURCHASED AND BATCHED IN SHALL BE PURCHASED AND BATCHED IN SHALL BE PURCHASED AND BATCHED IN BE PURCHASED AND BATCHED IN BE PURCHASED AND BATCHED IN PURCHASED AND BATCHED IN PURCHASED AND BATCHED IN AND BATCHED IN AND BATCHED IN BATCHED IN BATCHED IN IN IN LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS ADMIXTURE CONTAINING CALCIUM CHLORIDE IS ADMIXTURE CONTAINING CALCIUM CHLORIDE IS CONTAINING CALCIUM CHLORIDE IS CONTAINING CALCIUM CHLORIDE IS CALCIUM CHLORIDE IS CALCIUM CHLORIDE IS CHLORIDE IS CHLORIDE IS IS IS PROHIBITED. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. SAME MANUFACTURER TO ASSURE COMPATIBILITY. SAME MANUFACTURER TO ASSURE COMPATIBILITY. MANUFACTURER TO ASSURE COMPATIBILITY. MANUFACTURER TO ASSURE COMPATIBILITY. TO ASSURE COMPATIBILITY. TO ASSURE COMPATIBILITY. ASSURE COMPATIBILITY. ASSURE COMPATIBILITY. COMPATIBILITY. COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE: 1. W.R. GRACE W.R. GRACE 2. SIKA CORPORATION SIKA CORPORATION 3. MASTER BUILDERS MASTER BUILDERS 4. EUCLID CHEMICAL COMPANY EUCLID CHEMICAL COMPANY E. CURING COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS CURING COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS TO ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS ASTM C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS C309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS TYPE I, ID, CLASS A AND B, AND ASTM C171 AS TYPE I, ID, CLASS A AND B, AND ASTM C171 AS I, ID, CLASS A AND B, AND ASTM C171 AS I, ID, CLASS A AND B, AND ASTM C171 AS ID, CLASS A AND B, AND ASTM C171 AS ID, CLASS A AND B, AND ASTM C171 AS CLASS A AND B, AND ASTM C171 AS CLASS A AND B, AND ASTM C171 AS A AND B, AND ASTM C171 AS A AND B, AND ASTM C171 AS AND B, AND ASTM C171 AS AND B, AND ASTM C171 AS B, AND ASTM C171 AS B, AND ASTM C171 AS AND ASTM C171 AS AND ASTM C171 AS ASTM C171 AS ASTM C171 AS C171 AS C171 AS AS AS APPLICABLE. 2.3 CONCRETE MIX: CONCRETE MIX: A. PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF REQUIREMENTS OF ACI 301. THE STRENGTH OF REQUIREMENTS OF ACI 301. THE STRENGTH OF OF ACI 301. THE STRENGTH OF OF ACI 301. THE STRENGTH OF ACI 301. THE STRENGTH OF ACI 301. THE STRENGTH OF 301. THE STRENGTH OF 301. THE STRENGTH OF THE STRENGTH OF THE STRENGTH OF STRENGTH OF STRENGTH OF OF OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, WHERE STRENGTH IS NOT CLEARLY INDICATED, WHERE STRENGTH IS NOT CLEARLY INDICATED, STRENGTH IS NOT CLEARLY INDICATED, STRENGTH IS NOT CLEARLY INDICATED, IS NOT CLEARLY INDICATED, IS NOT CLEARLY INDICATED, NOT CLEARLY INDICATED, NOT CLEARLY INDICATED, CLEARLY INDICATED, CLEARLY INDICATED, INDICATED, INDICATED, CONCRETE OF MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI SHALL BE USED. B. THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF SLUMP OF THREE INCHES AT THE POINT OF SLUMP OF THREE INCHES AT THE POINT OF OF THREE INCHES AT THE POINT OF OF THREE INCHES AT THE POINT OF THREE INCHES AT THE POINT OF THREE INCHES AT THE POINT OF INCHES AT THE POINT OF INCHES AT THE POINT OF AT THE POINT OF AT THE POINT OF THE POINT OF THE POINT OF POINT OF POINT OF OF OF DISCHARGE. MIXES OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY PLACED SHALL BE USED. C. ALL CONCRETE SHALL HAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR. ALL CONCRETE SHALL HAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR. D. ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER-REDUCING AGENT. ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER-REDUCING AGENT. PART 3 - EXECUTION 3.1 GENERAL: GENERAL: A. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. B. COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. C. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. 3.2 INSERTS, EMBEDDED COMPONENTS, AND OPENINGS: INSERTS, EMBEDDED COMPONENTS, AND OPENINGS: A. CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR STRUCTURAL, AND ELECTRICAL DRAWINGS FOR STRUCTURAL, AND ELECTRICAL DRAWINGS FOR AND ELECTRICAL DRAWINGS FOR AND ELECTRICAL DRAWINGS FOR ELECTRICAL DRAWINGS FOR ELECTRICAL DRAWINGS FOR DRAWINGS FOR DRAWINGS FOR FOR FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE SLEEVES, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE SLEEVES, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE AND OTHER ITEMS TO BE INCORPORATED INTO THE AND OTHER ITEMS TO BE INCORPORATED INTO THE OTHER ITEMS TO BE INCORPORATED INTO THE OTHER ITEMS TO BE INCORPORATED INTO THE ITEMS TO BE INCORPORATED INTO THE ITEMS TO BE INCORPORATED INTO THE TO BE INCORPORATED INTO THE TO BE INCORPORATED INTO THE BE INCORPORATED INTO THE BE INCORPORATED INTO THE INCORPORATED INTO THE INCORPORATED INTO THE INTO THE INTO THE THE THE CONCRETE WORK. B. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, SECTION IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, IN FORMING AND SETTING OPENINGS, RECESSES, SLOTS, FORMING AND SETTING OPENINGS, RECESSES, SLOTS, FORMING AND SETTING OPENINGS, RECESSES, SLOTS, AND SETTING OPENINGS, RECESSES, SLOTS, AND SETTING OPENINGS, RECESSES, SLOTS, SETTING OPENINGS, RECESSES, SLOTS, SETTING OPENINGS, RECESSES, SLOTS, OPENINGS, RECESSES, SLOTS, OPENINGS, RECESSES, SLOTS, RECESSES, SLOTS, RECESSES, SLOTS, SLOTS, SLOTS, CHASES, ANCHORS, INSERTS, AND OTHER ITEMS TO BE EMBEDDED. C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, ALIGNMENT, ELEVATION AND PLUMBNESS, ALIGNMENT, ELEVATION AND PLUMBNESS, ELEVATION AND PLUMBNESS, ELEVATION AND PLUMBNESS, AND PLUMBNESS, AND PLUMBNESS, PLUMBNESS, PLUMBNESS, LOCATED AND MEASURED FROM ESTABLISHED SURVEYED REFERENCE BENCHMARKS.

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GENERAL CONCRETE WORK NOTES

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D. EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING PLACE IN A MANNER TO PREVENT MOVEMENT DURING PLACE IN A MANNER TO PREVENT MOVEMENT DURING IN A MANNER TO PREVENT MOVEMENT DURING IN A MANNER TO PREVENT MOVEMENT DURING A MANNER TO PREVENT MOVEMENT DURING A MANNER TO PREVENT MOVEMENT DURING MANNER TO PREVENT MOVEMENT DURING MANNER TO PREVENT MOVEMENT DURING TO PREVENT MOVEMENT DURING TO PREVENT MOVEMENT DURING PREVENT MOVEMENT DURING PREVENT MOVEMENT DURING MOVEMENT DURING MOVEMENT DURING DURING DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY FORMING A PART OF A COMPLETE ASSEMBLY FORMING A PART OF A COMPLETE ASSEMBLY A PART OF A COMPLETE ASSEMBLY A PART OF A COMPLETE ASSEMBLY PART OF A COMPLETE ASSEMBLY PART OF A COMPLETE ASSEMBLY OF A COMPLETE ASSEMBLY OF A COMPLETE ASSEMBLY A COMPLETE ASSEMBLY A COMPLETE ASSEMBLY COMPLETE ASSEMBLY COMPLETE ASSEMBLY ASSEMBLY ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND PROVIDE TEMPORARY BRACING, ANCHORAGE, AND PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPORARY BRACING, ANCHORAGE, AND TEMPORARY BRACING, ANCHORAGE, AND BRACING, ANCHORAGE, AND BRACING, ANCHORAGE, AND ANCHORAGE, AND ANCHORAGE, AND AND AND TEMPLATES AS REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT. 3.3 REINFORCEMENT PLACEMENT: REINFORCEMENT PLACEMENT: A. PLACE REINFORCEMENT ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH PLACE REINFORCEMENT ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH REINFORCEMENT ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH REINFORCEMENT ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH PLAN SET DRAWINGS AND IN ACCORDANCE WITH PLAN SET DRAWINGS AND IN ACCORDANCE WITH SET DRAWINGS AND IN ACCORDANCE WITH SET DRAWINGS AND IN ACCORDANCE WITH DRAWINGS AND IN ACCORDANCE WITH DRAWINGS AND IN ACCORDANCE WITH AND IN ACCORDANCE WITH AND IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH ACI 301 AND ACI 318. B. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM REINFORCEMENT AGAINST DISPLACEMENT FROM FORM REINFORCEMENT AGAINST DISPLACEMENT FROM FORM AGAINST DISPLACEMENT FROM FORM AGAINST DISPLACEMENT FROM FORM DISPLACEMENT FROM FORM DISPLACEMENT FROM FORM FROM FORM FROM FORM FORM FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL AND CONSOLIDATION. SUPPORT REINFORCING ON METAL AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CONSOLIDATION. SUPPORT REINFORCING ON METAL CONSOLIDATION. SUPPORT REINFORCING ON METAL SUPPORT REINFORCING ON METAL SUPPORT REINFORCING ON METAL REINFORCING ON METAL REINFORCING ON METAL ON METAL ON METAL METAL METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS. C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. OF REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. OF REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. SPECIFIED OTHERWISE ON THE DRAWINGS. SPECIFIED OTHERWISE ON THE DRAWINGS. OTHERWISE ON THE DRAWINGS. OTHERWISE ON THE DRAWINGS. ON THE DRAWINGS. ON THE DRAWINGS. THE DRAWINGS. THE DRAWINGS. DRAWINGS. DRAWINGS. SPLICES SHALL BE STAGGERED AND FULL DEVELOPMENT LENGTH SHALL BE PROVIDED ACROSS JOINTS. D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM AND SPACING SHOWN ON THE DRAWINGS. MINIMUM AND SPACING SHOWN ON THE DRAWINGS. MINIMUM SPACING SHOWN ON THE DRAWINGS. MINIMUM SPACING SHOWN ON THE DRAWINGS. MINIMUM SHOWN ON THE DRAWINGS. MINIMUM SHOWN ON THE DRAWINGS. MINIMUM ON THE DRAWINGS. MINIMUM ON THE DRAWINGS. MINIMUM THE DRAWINGS. MINIMUM THE DRAWINGS. MINIMUM DRAWINGS. MINIMUM DRAWINGS. MINIMUM DRAWINGS. MINIMUM MINIMUM MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318. E. WELDING OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS WELDING OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS INCLUDING TACK WELDING OF CROSSING BARS, IS INCLUDING TACK WELDING OF CROSSING BARS, IS TACK WELDING OF CROSSING BARS, IS TACK WELDING OF CROSSING BARS, IS WELDING OF CROSSING BARS, IS WELDING OF CROSSING BARS, IS OF CROSSING BARS, IS OF CROSSING BARS, IS CROSSING BARS, IS CROSSING BARS, IS BARS, IS BARS, IS IS IS STRICTLY PROHIBITED. 3.4 CONCRETE PLACEMENT: CONCRETE PLACEMENT: A. PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL SHALL BE THOROUGHLY INSPECTED; ALL SHALL BE THOROUGHLY INSPECTED; ALL BE THOROUGHLY INSPECTED; ALL BE THOROUGHLY INSPECTED; ALL THOROUGHLY INSPECTED; ALL THOROUGHLY INSPECTED; ALL INSPECTED; ALL INSPECTED; ALL ALL ALL TEMPORARY BRACING, TIES, AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL BRACING, TIES, AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL BRACING, TIES, AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL TIES, AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL TIES, AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL FOR UTILITIES PROPERLY BOXED; ALL FOR UTILITIES PROPERLY BOXED; ALL UTILITIES PROPERLY BOXED; ALL UTILITIES PROPERLY BOXED; ALL PROPERLY BOXED; ALL PROPERLY BOXED; ALL BOXED; ALL BOXED; ALL ALL ALL FORMS PROPERLY SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND PROPERLY SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND PROPERLY SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND POSITION AND MADE TIGHT. ALL REINFORCEMENT AND POSITION AND MADE TIGHT. ALL REINFORCEMENT AND AND MADE TIGHT. ALL REINFORCEMENT AND AND MADE TIGHT. ALL REINFORCEMENT AND MADE TIGHT. ALL REINFORCEMENT AND MADE TIGHT. ALL REINFORCEMENT AND TIGHT. ALL REINFORCEMENT AND TIGHT. ALL REINFORCEMENT AND ALL REINFORCEMENT AND ALL REINFORCEMENT AND REINFORCEMENT AND REINFORCEMENT AND AND AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND LOCATIONS. ALL OLD AND DRY CONCRETE AND LOCATIONS. ALL OLD AND DRY CONCRETE AND ALL OLD AND DRY CONCRETE AND ALL OLD AND DRY CONCRETE AND OLD AND DRY CONCRETE AND OLD AND DRY CONCRETE AND AND DRY CONCRETE AND AND DRY CONCRETE AND DRY CONCRETE AND DRY CONCRETE AND CONCRETE AND CONCRETE AND AND AND DIRT SHALL BE CLEANED OFF AND ALL STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED. B. CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A AND ACI 304 AND SHALL BE PLACED AT SUCH A AND ACI 304 AND SHALL BE PLACED AT SUCH A ACI 304 AND SHALL BE PLACED AT SUCH A ACI 304 AND SHALL BE PLACED AT SUCH A 304 AND SHALL BE PLACED AT SUCH A 304 AND SHALL BE PLACED AT SUCH A AND SHALL BE PLACED AT SUCH A AND SHALL BE PLACED AT SUCH A SHALL BE PLACED AT SUCH A SHALL BE PLACED AT SUCH A BE PLACED AT SUCH A BE PLACED AT SUCH A PLACED AT SUCH A PLACED AT SUCH A AT SUCH A AT SUCH A SUCH A SUCH A A A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH IS STILL PLASTIC AND INTEGRATED WITH THE FRESH IS STILL PLASTIC AND INTEGRATED WITH THE FRESH STILL PLASTIC AND INTEGRATED WITH THE FRESH STILL PLASTIC AND INTEGRATED WITH THE FRESH PLASTIC AND INTEGRATED WITH THE FRESH PLASTIC AND INTEGRATED WITH THE FRESH AND INTEGRATED WITH THE FRESH AND INTEGRATED WITH THE FRESH INTEGRATED WITH THE FRESH INTEGRATED WITH THE FRESH WITH THE FRESH WITH THE FRESH THE FRESH THE FRESH FRESH FRESH CONCRETE. CONCRETE PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION CONCRETE PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION CONCRETE PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION SHALL BE CARRIED ON AS A CONTINUOUS OPERATION SHALL BE CARRIED ON AS A CONTINUOUS OPERATION BE CARRIED ON AS A CONTINUOUS OPERATION BE CARRIED ON AS A CONTINUOUS OPERATION CARRIED ON AS A CONTINUOUS OPERATION CARRIED ON AS A CONTINUOUS OPERATION ON AS A CONTINUOUS OPERATION ON AS A CONTINUOUS OPERATION AS A CONTINUOUS OPERATION AS A CONTINUOUS OPERATION A CONTINUOUS OPERATION A CONTINUOUS OPERATION CONTINUOUS OPERATION CONTINUOUS OPERATION OPERATION OPERATION UNTIL THE SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY THE SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY THE SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY ARE NOT ALLOWED UNLESS PRE-APPROVED BY ARE NOT ALLOWED UNLESS PRE-APPROVED BY NOT ALLOWED UNLESS PRE-APPROVED BY NOT ALLOWED UNLESS PRE-APPROVED BY ALLOWED UNLESS PRE-APPROVED BY ALLOWED UNLESS PRE-APPROVED BY UNLESS PRE-APPROVED BY UNLESS PRE-APPROVED BY PRE-APPROVED BY PRE-APPROVED BY BY BY ENGINEER. C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, AND COMPACTED BY VIBRATION SPACING, AND COMPACTED BY VIBRATION SPACING, COMPACTED BY VIBRATION SPACING, COMPACTED BY VIBRATION SPACING, BY VIBRATION SPACING, BY VIBRATION SPACING, VIBRATION SPACING, VIBRATION SPACING, SPACING, SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE OR FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE OR FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE OF PLACING IN ACCORDANCE WITH ACI 309. THE OF PLACING IN ACCORDANCE WITH ACI 309. THE PLACING IN ACCORDANCE WITH ACI 309. THE PLACING IN ACCORDANCE WITH ACI 309. THE IN ACCORDANCE WITH ACI 309. THE IN ACCORDANCE WITH ACI 309. THE ACCORDANCE WITH ACI 309. THE ACCORDANCE WITH ACI 309. THE WITH ACI 309. THE WITH ACI 309. THE ACI 309. THE ACI 309. THE 309. THE 309. THE THE THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE EMBEDDED ITEMS, AND INTO THE EMBEDDED ITEMS, AND INTO THE ITEMS, AND INTO THE ITEMS, AND INTO THE AND INTO THE AND INTO THE INTO THE INTO THE THE THE CORNER OF THE FORMS SO AS TO ELIMINATE ALL AIR POCKETS AND VOIDS. 3.5 FINISHING: FINISHING: A. FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL WITH ACI 302.1 SECTION 7.2 AND SHALL WITH ACI 302.1 SECTION 7.2 AND SHALL ACI 302.1 SECTION 7.2 AND SHALL ACI 302.1 SECTION 7.2 AND SHALL 302.1 SECTION 7.2 AND SHALL 302.1 SECTION 7.2 AND SHALL SECTION 7.2 AND SHALL SECTION 7.2 AND SHALL 7.2 AND SHALL 7.2 AND SHALL AND SHALL AND SHALL SHALL SHALL INCLUDE A MINIMUM OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH A MINIMUM OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH A MINIMUM OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH MINIMUM OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH MINIMUM OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH WITH ASTM E 1155 THE SLAB FINISH WITH ASTM E 1155 THE SLAB FINISH ASTM E 1155 THE SLAB FINISH ASTM E 1155 THE SLAB FINISH E 1155 THE SLAB FINISH E 1155 THE SLAB FINISH 1155 THE SLAB FINISH 1155 THE SLAB FINISH THE SLAB FINISH THE SLAB FINISH SLAB FINISH SLAB FINISH FINISH FINISH TOLERANCE AS MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = AS MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = AS MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = NUMBER FOR FLATNESS OF Ff= 20 AND Fl = NUMBER FOR FLATNESS OF Ff= 20 AND Fl = FOR FLATNESS OF Ff= 20 AND Fl = FOR FLATNESS OF Ff= 20 AND Fl = FLATNESS OF Ff= 20 AND Fl = FLATNESS OF Ff= 20 AND Fl = OF Ff= 20 AND Fl = OF Ff= 20 AND Fl = Ff= 20 AND Fl = Ff= 20 AND Fl = 20 AND Fl = 20 AND Fl = AND Fl = AND Fl = Fl = Fl = = = 15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, Ff= 15 AND Fl=10. B. SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER. SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER. C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF FORM FINISH AS DEFINED IN CHAPTER 10 OF FORM FINISH AS DEFINED IN CHAPTER 10 OF FINISH AS DEFINED IN CHAPTER 10 OF FINISH AS DEFINED IN CHAPTER 10 OF AS DEFINED IN CHAPTER 10 OF AS DEFINED IN CHAPTER 10 OF DEFINED IN CHAPTER 10 OF DEFINED IN CHAPTER 10 OF IN CHAPTER 10 OF IN CHAPTER 10 OF CHAPTER 10 OF CHAPTER 10 OF 10 OF 10 OF OF OF ACI 301. 3.6 CURING: CURING: A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT FROM PREMATURE DRYING AND EXCESSIVELY HOT FROM PREMATURE DRYING AND EXCESSIVELY HOT PREMATURE DRYING AND EXCESSIVELY HOT PREMATURE DRYING AND EXCESSIVELY HOT DRYING AND EXCESSIVELY HOT DRYING AND EXCESSIVELY HOT AND EXCESSIVELY HOT AND EXCESSIVELY HOT EXCESSIVELY HOT EXCESSIVELY HOT HOT HOT AND COLD TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY COLD TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY COLD TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY WITH MINIMUM MOISTURE LOSS AT A RELATIVELY WITH MINIMUM MOISTURE LOSS AT A RELATIVELY MINIMUM MOISTURE LOSS AT A RELATIVELY MINIMUM MOISTURE LOSS AT A RELATIVELY MOISTURE LOSS AT A RELATIVELY MOISTURE LOSS AT A RELATIVELY LOSS AT A RELATIVELY LOSS AT A RELATIVELY AT A RELATIVELY AT A RELATIVELY A RELATIVELY A RELATIVELY RELATIVELY RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND NECESSARY FOR THE HYDRATION OF THE CEMENT AND NECESSARY FOR THE HYDRATION OF THE CEMENT AND FOR THE HYDRATION OF THE CEMENT AND FOR THE HYDRATION OF THE CEMENT AND THE HYDRATION OF THE CEMENT AND THE HYDRATION OF THE CEMENT AND HYDRATION OF THE CEMENT AND HYDRATION OF THE CEMENT AND OF THE CEMENT AND OF THE CEMENT AND THE CEMENT AND THE CEMENT AND CEMENT AND CEMENT AND AND AND PROPER CURING OF THE CONCRETE. B. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE OVERNIGHT, IMMEDIATELY FOLLOWING THE OVERNIGHT, IMMEDIATELY FOLLOWING THE IMMEDIATELY FOLLOWING THE IMMEDIATELY FOLLOWING THE FOLLOWING THE FOLLOWING THE THE THE INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY ADDITIONAL CURING SHALL BE ACCOMPLISHED BY ADDITIONAL CURING SHALL BE ACCOMPLISHED BY CURING SHALL BE ACCOMPLISHED BY CURING SHALL BE ACCOMPLISHED BY SHALL BE ACCOMPLISHED BY SHALL BE ACCOMPLISHED BY BE ACCOMPLISHED BY BE ACCOMPLISHED BY ACCOMPLISHED BY ACCOMPLISHED BY BY BY ONE OF THE FOLLOWING MATERIALS OR METHODS: 1. PONDING OR CONTINUOUS SPRINKLING. PONDING OR CONTINUOUS SPRINKLING. 2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. 3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. 5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES FAHRENHEIT OR VAPOR MIST BATH. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES FAHRENHEIT OR VAPOR MIST BATH. 6. CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR DIRECTION CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR DIRECTION C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, NUMBER OF DAYS OR FRACTION THEREOF, NUMBER OF DAYS OR FRACTION THEREOF, OF DAYS OR FRACTION THEREOF, OF DAYS OR FRACTION THEREOF, DAYS OR FRACTION THEREOF, DAYS OR FRACTION THEREOF, OR FRACTION THEREOF, OR FRACTION THEREOF, FRACTION THEREOF, FRACTION THEREOF, THEREOF, THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE OF THE AIR IN CONTACT WITH CONCRETE OF THE AIR IN CONTACT WITH CONCRETE THE AIR IN CONTACT WITH CONCRETE THE AIR IN CONTACT WITH CONCRETE AIR IN CONTACT WITH CONCRETE AIR IN CONTACT WITH CONCRETE IN CONTACT WITH CONCRETE IN CONTACT WITH CONCRETE CONTACT WITH CONCRETE CONTACT WITH CONCRETE WITH CONCRETE WITH CONCRETE CONCRETE CONCRETE IS ABOVE 50 DEGREES FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE ABOVE 50 DEGREES FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE ABOVE 50 DEGREES FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE 50 DEGREES FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE 50 DEGREES FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE DEGREES FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE DEGREES° FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE SEVEN (7) DAYS. CONCRETE SHALL NOT BE SEVEN (7) DAYS. CONCRETE SHALL NOT BE (7) DAYS. CONCRETE SHALL NOT BE (7) DAYS. CONCRETE SHALL NOT BE DAYS. CONCRETE SHALL NOT BE DAYS. CONCRETE SHALL NOT BE CONCRETE SHALL NOT BE CONCRETE SHALL NOT BE SHALL NOT BE SHALL NOT BE NOT BE NOT BE BE BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD RAPID DRYING AT THE END OF THE CURING PERIOD RAPID DRYING AT THE END OF THE CURING PERIOD DRYING AT THE END OF THE CURING PERIOD DRYING AT THE END OF THE CURING PERIOD AT THE END OF THE CURING PERIOD AT THE END OF THE CURING PERIOD THE END OF THE CURING PERIOD THE END OF THE CURING PERIOD END OF THE CURING PERIOD END OF THE CURING PERIOD OF THE CURING PERIOD OF THE CURING PERIOD THE CURING PERIOD THE CURING PERIOD CURING PERIOD CURING PERIOD PERIOD PERIOD SHALL BE PREVENTED.

GN-5

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REV

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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GENERAL STRUCTURAL

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STEEL NOTES

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PART 1 - GENERAL 1.1 SCOPE: SCOPE: A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE STEEL AND OTHER ELEMENTS AS SHOWN ON THE STEEL AND OTHER ELEMENTS AS SHOWN ON THE AND OTHER ELEMENTS AS SHOWN ON THE AND OTHER ELEMENTS AS SHOWN ON THE OTHER ELEMENTS AS SHOWN ON THE OTHER ELEMENTS AS SHOWN ON THE ELEMENTS AS SHOWN ON THE ELEMENTS AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. 1.2 REFERENCES: REFERENCES: A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE MANUAL OF STEEL CONSTRUCTION, ALLOWABLE MANUAL OF STEEL CONSTRUCTION, ALLOWABLE OF STEEL CONSTRUCTION, ALLOWABLE OF STEEL CONSTRUCTION, ALLOWABLE STEEL CONSTRUCTION, ALLOWABLE STEEL CONSTRUCTION, ALLOWABLE CONSTRUCTION, ALLOWABLE CONSTRUCTION, ALLOWABLE ALLOWABLE ALLOWABLE STRESS DESIGN (ASD). B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC-COATED WELDED AND SEAMLESS. ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY. ASTM A123: ZINC (HOT-DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUD, 60,000 P.S.I. TENSILE STRENGTH. ASTM A325: HIGH-STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS. ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE STRENGTH. ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS CARBON STEEL STRUCTURAL TUBING IN ROUNDS CARBON STEEL STRUCTURAL TUBING IN ROUNDS STEEL STRUCTURAL TUBING IN ROUNDS STEEL STRUCTURAL TUBING IN ROUNDS STRUCTURAL TUBING IN ROUNDS STRUCTURAL TUBING IN ROUNDS TUBING IN ROUNDS TUBING IN ROUNDS IN ROUNDS IN ROUNDS ROUNDS ROUNDS AND SHAPES. ASTM A563: CARBON AND ALLOY STEEL NUTS. ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL. ASTM F436: HARDENED STEEL WASHERS. ASTM F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL TENSION INDICATOR FOR USE WITH STRUCTURAL TENSION INDICATOR FOR USE WITH STRUCTURAL INDICATOR FOR USE WITH STRUCTURAL INDICATOR FOR USE WITH STRUCTURAL FOR USE WITH STRUCTURAL FOR USE WITH STRUCTURAL USE WITH STRUCTURAL USE WITH STRUCTURAL WITH STRUCTURAL WITH STRUCTURAL STRUCTURAL STRUCTURAL FASTENERS. C. AMERICAN WELDING SOCIETY (AWS): AMERICAN WELDING SOCIETY (AWS): AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES. AWS D1.1: STRUCTURAL WELDING CODE - STEEL. D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS "SPECIFICATIONS FOR STRUCTURAL JOINTS "SPECIFICATIONS FOR STRUCTURAL JOINTS FOR STRUCTURAL JOINTS FOR STRUCTURAL JOINTS STRUCTURAL JOINTS STRUCTURAL JOINTS JOINTS JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS." AS ENDORSED BY AISC. E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC-SP3: POWER TOOL CLEANING. SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT. 1.3 SUBMITTALS: SUBMITTALS: A. SUBMIT THE FOLLOWING FOR APPROVAL: SUBMIT THE FOLLOWING FOR APPROVAL: 1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, CONNECTIONS, MATERIAL DESIGNATIONS, CONNECTIONS, MATERIAL DESIGNATIONS, MATERIAL DESIGNATIONS, MATERIAL DESIGNATIONS, DESIGNATIONS, DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS. B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. PART 2 - PRODUCTS 2.1 STRUCTURAL STEEL: STRUCTURAL STEEL: A. SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A36. SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A36. B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM B. STEEL PIPE SHALL CONFIRM TO ASTM B. STEEL PIPE SHALL CONFIRM TO ASTM STEEL PIPE SHALL CONFIRM TO ASTM STEEL PIPE SHALL CONFIRM TO ASTM PIPE SHALL CONFIRM TO ASTM PIPE SHALL CONFIRM TO ASTM SHALL CONFIRM TO ASTM SHALL CONFIRM TO ASTM CONFIRM TO ASTM CONFIRM TO ASTM TO ASTM TO ASTM ASTM ASTM A53, TYPE E OR S, GRADE B. 2.2 ANCHOR BOLTS: ANCHOR BOLTS: A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 2.3 BOLTS: BOLTS: A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE A307 GRADE A AND NUTS TO ASTM A563. ONE A307 GRADE A AND NUTS TO ASTM A563. ONE GRADE A AND NUTS TO ASTM A563. ONE GRADE A AND NUTS TO ASTM A563. ONE A AND NUTS TO ASTM A563. ONE A AND NUTS TO ASTM A563. ONE AND NUTS TO ASTM A563. ONE AND NUTS TO ASTM A563. ONE NUTS TO ASTM A563. ONE NUTS TO ASTM A563. ONE TO ASTM A563. ONE TO ASTM A563. ONE ASTM A563. ONE ASTM A563. ONE A563. ONE A563. ONE ONE ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER. B. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL HIGH. STRENGTH BOLT ASSEMBLY SHALL HIGH. STRENGTH BOLT ASSEMBLY SHALL STRENGTH BOLT ASSEMBLY SHALL STRENGTH BOLT ASSEMBLY SHALL BOLT ASSEMBLY SHALL BOLT ASSEMBLY SHALL ASSEMBLY SHALL ASSEMBLY SHALL SHALL SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER A HEAVY HEX NUT, AND A HARDENED WASHER A HEAVY HEX NUT, AND A HARDENED WASHER HEAVY HEX NUT, AND A HARDENED WASHER HEAVY HEX NUT, AND A HARDENED WASHER HEX NUT, AND A HARDENED WASHER HEX NUT, AND A HARDENED WASHER NUT, AND A HARDENED WASHER NUT, AND A HARDENED WASHER AND A HARDENED WASHER AND A HARDENED WASHER A HARDENED WASHER A HARDENED WASHER HARDENED WASHER HARDENED WASHER WASHER WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT WASHER SHALL BE INSTALLED AGAINST THE ELEMENT WASHER SHALL BE INSTALLED AGAINST THE ELEMENT SHALL BE INSTALLED AGAINST THE ELEMENT SHALL BE INSTALLED AGAINST THE ELEMENT BE INSTALLED AGAINST THE ELEMENT BE INSTALLED AGAINST THE ELEMENT INSTALLED AGAINST THE ELEMENT INSTALLED AGAINST THE ELEMENT AGAINST THE ELEMENT AGAINST THE ELEMENT THE ELEMENT THE ELEMENT ELEMENT ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE THE DRAWINGS, ALL CONNECTIONS SHALL BE THE DRAWINGS, ALL CONNECTIONS SHALL BE DRAWINGS, ALL CONNECTIONS SHALL BE DRAWINGS, ALL CONNECTIONS SHALL BE ALL CONNECTIONS SHALL BE ALL CONNECTIONS SHALL BE CONNECTIONS SHALL BE CONNECTIONS SHALL BE SHALL BE SHALL BE BE BE BEARING TYPE CONNECTIONS. 2.4 WELDING ELECTRODES: WELDING ELECTRODES: A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE USING A5.1 OR A5.5 E70XX AND SHALL BE USING A5.1 OR A5.5 E70XX AND SHALL BE A5.1 OR A5.5 E70XX AND SHALL BE A5.1 OR A5.5 E70XX AND SHALL BE OR A5.5 E70XX AND SHALL BE OR A5.5 E70XX AND SHALL BE A5.5 E70XX AND SHALL BE A5.5 E70XX AND SHALL BE E70XX AND SHALL BE E70XX AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. 2.5 PRIMER: PRIMER: A. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PART 3 - EXECUTION 3.1 FABRICATION: FABRICATION: A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND WITH THE AISC-ASD SPECIFICATIONS, AND WITH THE AISC-ASD SPECIFICATIONS, AND THE AISC-ASD SPECIFICATIONS, AND THE AISC-ASD SPECIFICATIONS, AND AISC-ASD SPECIFICATIONS, AND AISC-ASD SPECIFICATIONS, AND SPECIFICATIONS, AND SPECIFICATIONS, AND AND AND AS INDICATED ON THE APPROVED SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. 3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO ASSEMBLY AND FOR IDENTIFICATION AS TO ASSEMBLY AND FOR IDENTIFICATION AS TO AND FOR IDENTIFICATION AS TO AND FOR IDENTIFICATION AS TO FOR IDENTIFICATION AS TO FOR IDENTIFICATION AS TO IDENTIFICATION AS TO IDENTIFICATION AS TO AS TO AS TO TO TO INTENDED LOCATION. 4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD WILL EXPEDITE ERECTION AND MINIMIZE FIELD WILL EXPEDITE ERECTION AND MINIMIZE FIELD EXPEDITE ERECTION AND MINIMIZE FIELD EXPEDITE ERECTION AND MINIMIZE FIELD ERECTION AND MINIMIZE FIELD ERECTION AND MINIMIZE FIELD AND MINIMIZE FIELD AND MINIMIZE FIELD MINIMIZE FIELD MINIMIZE FIELD FIELD FIELD HANDLING OF MATERIALS. 5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, ASSEMBLY, INCLUDING THE WELDING OF UNITS, ASSEMBLY, INCLUDING THE WELDING OF UNITS, INCLUDING THE WELDING OF UNITS, INCLUDING THE WELDING OF UNITS, THE WELDING OF UNITS, THE WELDING OF UNITS, WELDING OF UNITS, WELDING OF UNITS, OF UNITS, OF UNITS, UNITS, UNITS, BEFORE START OF FINISHING OPERATIONS. 6. THE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM THE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM IN THE FINISHED STRUCTURE SHALL BE FREE FROM IN THE FINISHED STRUCTURE SHALL BE FREE FROM THE FINISHED STRUCTURE SHALL BE FREE FROM THE FINISHED STRUCTURE SHALL BE FREE FROM FINISHED STRUCTURE SHALL BE FREE FROM FINISHED STRUCTURE SHALL BE FREE FROM STRUCTURE SHALL BE FREE FROM STRUCTURE SHALL BE FREE FROM SHALL BE FREE FROM SHALL BE FREE FROM BE FREE FROM BE FREE FROM FREE FROM FREE FROM FROM FROM MARKINGS, BURNS, AND OTHER DEFECTS. B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. REQUIRED FOR COMPLETION OF FIELD ERECTION. REQUIRED FOR COMPLETION OF FIELD ERECTION. FOR COMPLETION OF FIELD ERECTION. FOR COMPLETION OF FIELD ERECTION. COMPLETION OF FIELD ERECTION. COMPLETION OF FIELD ERECTION. OF FIELD ERECTION. OF FIELD ERECTION. FIELD ERECTION. FIELD ERECTION. ERECTION. ERECTION. USE 3/4" DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. 2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL WITH "SPECIFICATION FOR STRUCTURAL WITH "SPECIFICATION FOR STRUCTURAL "SPECIFICATION FOR STRUCTURAL "SPECIFICATION FOR STRUCTURAL FOR STRUCTURAL FOR STRUCTURAL STRUCTURAL STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS."

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GENERAL STRUCTURAL STEEL NOTES

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3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF FOR PROCEDURES, APPEARANCE, QUALITY OF FOR PROCEDURES, APPEARANCE, QUALITY OF PROCEDURES, APPEARANCE, QUALITY OF PROCEDURES, APPEARANCE, QUALITY OF APPEARANCE, QUALITY OF APPEARANCE, QUALITY OF QUALITY OF QUALITY OF OF OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED ERECTION CLIPS FOR FIT-UP OF WELDED ERECTION CLIPS FOR FIT-UP OF WELDED CLIPS FOR FIT-UP OF WELDED CLIPS FOR FIT-UP OF WELDED FOR FIT-UP OF WELDED FOR FIT-UP OF WELDED FIT-UP OF WELDED FIT-UP OF WELDED OF WELDED OF WELDED WELDED WELDED CONNECTIONS. 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 SPACED IN ACCORDANCE WITH CHAPTER E4 SPACED IN ACCORDANCE WITH CHAPTER E4 IN ACCORDANCE WITH CHAPTER E4 IN ACCORDANCE WITH CHAPTER E4 ACCORDANCE WITH CHAPTER E4 ACCORDANCE WITH CHAPTER E4 WITH CHAPTER E4 WITH CHAPTER E4 CHAPTER E4 CHAPTER E4 E4 E4 OF THE AISC-ASD SPECIFICATION. 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8" THICK MINIMUM. GUSSET AND STIFFENER PLATES SHALL BE 3/8" THICK MINIMUM. 3/8" THICK MINIMUM. 3.2 PRIMING: PRIMING: A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE HEREIN, UNLESS SHOWN OTHERWISE ON THE HEREIN, UNLESS SHOWN OTHERWISE ON THE UNLESS SHOWN OTHERWISE ON THE UNLESS SHOWN OTHERWISE ON THE SHOWN OTHERWISE ON THE SHOWN OTHERWISE ON THE OTHERWISE ON THE OTHERWISE ON THE ON THE ON THE THE THE DRAWINGS. B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFIRM TO SSPC-SP3, "POWER TOOL CLEANING." STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFIRM TO SSPC-SP3, "POWER TOOL CLEANING." C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE WITH AISC CODE OF STANDARD PRACTICE WITH AISC CODE OF STANDARD PRACTICE AISC CODE OF STANDARD PRACTICE AISC CODE OF STANDARD PRACTICE CODE OF STANDARD PRACTICE CODE OF STANDARD PRACTICE OF STANDARD PRACTICE OF STANDARD PRACTICE STANDARD PRACTICE STANDARD PRACTICE PRACTICE PRACTICE IN THE ASD MANUAL OF STEEL CONSTRUCTION. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS REQUIRED FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS FOR USE. MANUFACTURER'S POT-LIFE REQUIREMENTS USE. MANUFACTURER'S POT-LIFE REQUIREMENTS USE. MANUFACTURER'S POT-LIFE REQUIREMENTS MANUFACTURER'S POT-LIFE REQUIREMENTS MANUFACTURER'S POT-LIFE REQUIREMENTS POT-LIFE REQUIREMENTS POT-LIFE REQUIREMENTS REQUIREMENTS REQUIREMENTS SHALL BE STRICTLY ADHERED TO. E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN SURFACE AND UNDER FAVORABLE CONDITIONS IN SURFACE AND UNDER FAVORABLE CONDITIONS IN AND UNDER FAVORABLE CONDITIONS IN AND UNDER FAVORABLE CONDITIONS IN UNDER FAVORABLE CONDITIONS IN UNDER FAVORABLE CONDITIONS IN FAVORABLE CONDITIONS IN FAVORABLE CONDITIONS IN CONDITIONS IN CONDITIONS IN IN IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE UNLESS OTHERWISE RECOMMENDED BY THE UNLESS OTHERWISE RECOMMENDED BY THE OTHERWISE RECOMMENDED BY THE OTHERWISE RECOMMENDED BY THE RECOMMENDED BY THE RECOMMENDED BY THE BY THE BY THE THE THE MANUFACTURER, PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES TEMPERATURE IS LESS THAN 50 DEGREES TEMPERATURE IS LESS THAN 50 DEGREES IS LESS THAN 50 DEGREES IS LESS THAN 50 DEGREES LESS THAN 50 DEGREES LESS THAN 50 DEGREES THAN 50 DEGREES THAN 50 DEGREES 50 DEGREES 50 DEGREES DEGREES DEGREES FAHRENHEIT, THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS 90 PERCENT, OR THE SURFACE TEMPERATURE IS 90 PERCENT, OR THE SURFACE TEMPERATURE IS PERCENT, OR THE SURFACE TEMPERATURE IS PERCENT, OR THE SURFACE TEMPERATURE IS OR THE SURFACE TEMPERATURE IS OR THE SURFACE TEMPERATURE IS THE SURFACE TEMPERATURE IS THE SURFACE TEMPERATURE IS SURFACE TEMPERATURE IS SURFACE TEMPERATURE IS TEMPERATURE IS TEMPERATURE IS IS IS LESS THAN 5 DEGREES FAHRENHEIT ABOVE THE DEW POINT. F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED BRUSH OR ROLLER APPLICATION SHALL BE LIMITED BRUSH OR ROLLER APPLICATION SHALL BE LIMITED OR ROLLER APPLICATION SHALL BE LIMITED OR ROLLER APPLICATION SHALL BE LIMITED ROLLER APPLICATION SHALL BE LIMITED ROLLER APPLICATION SHALL BE LIMITED APPLICATION SHALL BE LIMITED APPLICATION SHALL BE LIMITED SHALL BE LIMITED SHALL BE LIMITED BE LIMITED BE LIMITED LIMITED LIMITED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY, OR SAGS, SOLVENT BLISTERS, DRY SPRAY, OR SAGS, SOLVENT BLISTERS, DRY SPRAY, OR SOLVENT BLISTERS, DRY SPRAY, OR SOLVENT BLISTERS, DRY SPRAY, OR BLISTERS, DRY SPRAY, OR BLISTERS, DRY SPRAY, OR DRY SPRAY, OR DRY SPRAY, OR SPRAY, OR SPRAY, OR OR OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND SHALL BE REPAIRED OR REMOVED AND SHALL BE REPAIRED OR REMOVED AND BE REPAIRED OR REMOVED AND BE REPAIRED OR REMOVED AND REPAIRED OR REMOVED AND REPAIRED OR REMOVED AND OR REMOVED AND OR REMOVED AND REMOVED AND REMOVED AND AND AND THE AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, BE PAID TO CREVICES, WELD LINES, BOLT HEADS, BE PAID TO CREVICES, WELD LINES, BOLT HEADS, PAID TO CREVICES, WELD LINES, BOLT HEADS, PAID TO CREVICES, WELD LINES, BOLT HEADS, TO CREVICES, WELD LINES, BOLT HEADS, TO CREVICES, WELD LINES, BOLT HEADS, CREVICES, WELD LINES, BOLT HEADS, CREVICES, WELD LINES, BOLT HEADS, WELD LINES, BOLT HEADS, WELD LINES, BOLT HEADS, LINES, BOLT HEADS, LINES, BOLT HEADS, BOLT HEADS, BOLT HEADS, HEADS, HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS. H. DRY COAT FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILLIMETERS DRY COAT FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILLIMETERS I. IF THE PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP IF THE PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP THE PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP THE PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP OTHER MANNER, THE AREA SHALL BE TOUCHED UP OTHER MANNER, THE AREA SHALL BE TOUCHED UP MANNER, THE AREA SHALL BE TOUCHED UP MANNER, THE AREA SHALL BE TOUCHED UP THE AREA SHALL BE TOUCHED UP THE AREA SHALL BE TOUCHED UP AREA SHALL BE TOUCHED UP AREA SHALL BE TOUCHED UP SHALL BE TOUCHED UP SHALL BE TOUCHED UP BE TOUCHED UP BE TOUCHED UP TOUCHED UP TOUCHED UP UP UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT WITH THE PREVIOUS APPLIED PRIMER COAT WITH THE PREVIOUS APPLIED PRIMER COAT THE PREVIOUS APPLIED PRIMER COAT THE PREVIOUS APPLIED PRIMER COAT PREVIOUS APPLIED PRIMER COAT PREVIOUS APPLIED PRIMER COAT APPLIED PRIMER COAT APPLIED PRIMER COAT PRIMER COAT PRIMER COAT COAT COAT WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILLIMETERS. 3.3 INSTALLATION: INSTALLATION: A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE." INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE." B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC ELECTRIC SUBMERGED OR SHIELDED METAL ARC ELECTRIC SUBMERGED OR SHIELDED METAL ARC SUBMERGED OR SHIELDED METAL ARC SUBMERGED OR SHIELDED METAL ARC OR SHIELDED METAL ARC OR SHIELDED METAL ARC SHIELDED METAL ARC SHIELDED METAL ARC METAL ARC METAL ARC ARC ARC PROCESS. WELDED CONSTRUCTION METHODS SHALL COMPLY WITH AWS D1.1. C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO REQUIRED FOR SECURING STRUCTURAL STEEL TO REQUIRED FOR SECURING STRUCTURAL STEEL TO FOR SECURING STRUCTURAL STEEL TO FOR SECURING STRUCTURAL STEEL TO SECURING STRUCTURAL STEEL TO SECURING STRUCTURAL STEEL TO STRUCTURAL STEEL TO STRUCTURAL STEEL TO STEEL TO STEEL TO TO TO MASONARY WALLS AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY WALLS AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY WALLS AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY TEMPLATES AND OTHER DEVICES NECESSARY TEMPLATES AND OTHER DEVICES NECESSARY AND OTHER DEVICES NECESSARY AND OTHER DEVICES NECESSARY OTHER DEVICES NECESSARY OTHER DEVICES NECESSARY DEVICES NECESSARY DEVICES NECESSARY NECESSARY NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. E. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED OF SUFFICIENT STRENGTH TO BEAR IMPOSED OF SUFFICIENT STRENGTH TO BEAR IMPOSED SUFFICIENT STRENGTH TO BEAR IMPOSED SUFFICIENT STRENGTH TO BEAR IMPOSED STRENGTH TO BEAR IMPOSED STRENGTH TO BEAR IMPOSED TO BEAR IMPOSED TO BEAR IMPOSED BEAR IMPOSED BEAR IMPOSED IMPOSED IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE WHEN PERMANENT MEMBERS ARE IN PLACE WHEN PERMANENT MEMBERS ARE IN PLACE PERMANENT MEMBERS ARE IN PLACE PERMANENT MEMBERS ARE IN PLACE MEMBERS ARE IN PLACE MEMBERS ARE IN PLACE ARE IN PLACE ARE IN PLACE IN PLACE IN PLACE PLACE PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE. F. BEFORE ASSEMBLY ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE BEFORE ASSEMBLY ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE ASSEMBLY ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE ASSEMBLY ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE AND OTHER SURFACES WHICH WILL BE IN THE AND OTHER SURFACES WHICH WILL BE IN THE OTHER SURFACES WHICH WILL BE IN THE OTHER SURFACES WHICH WILL BE IN THE SURFACES WHICH WILL BE IN THE SURFACES WHICH WILL BE IN THE WHICH WILL BE IN THE WHICH WILL BE IN THE WILL BE IN THE WILL BE IN THE BE IN THE BE IN THE IN THE IN THE THE THE PERMANENT CONTACT, BEFORE ASSEMBLY. G. AS A MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS AS A MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS A MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS A MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS TIGHTENED TO A "SNUG-TIGHT" CONDITION AS TIGHTENED TO A "SNUG-TIGHT" CONDITION AS TO A "SNUG-TIGHT" CONDITION AS TO A "SNUG-TIGHT" CONDITION AS A "SNUG-TIGHT" CONDITION AS A "SNUG-TIGHT" CONDITION AS "SNUG-TIGHT" CONDITION AS "SNUG-TIGHT" CONDITION AS CONDITION AS CONDITION AS AS AS DEFINED IN THE LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN IN THE LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN IN THE LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN THE LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN THE LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN BOLTS SPECIFIED ON THE DESIGN BOLTS SPECIFIED ON THE DESIGN SPECIFIED ON THE DESIGN SPECIFIED ON THE DESIGN ON THE DESIGN ON THE DESIGN THE DESIGN THE DESIGN DESIGN DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT JOINTS SHALL BE TIGHTENED TO A BOLT JOINTS SHALL BE TIGHTENED TO A BOLT SHALL BE TIGHTENED TO A BOLT SHALL BE TIGHTENED TO A BOLT BE TIGHTENED TO A BOLT BE TIGHTENED TO A BOLT TIGHTENED TO A BOLT TIGHTENED TO A BOLT TO A BOLT TO A BOLT A BOLT A BOLT BOLT BOLT TENSION NOT LESS THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE NOT LESS THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE NOT LESS THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE LESS THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE LESS THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE J3.1. INSTALLATION SHALL BE BY ANY OF THE J3.1. INSTALLATION SHALL BE BY ANY OF THE INSTALLATION SHALL BE BY ANY OF THE INSTALLATION SHALL BE BY ANY OF THE SHALL BE BY ANY OF THE SHALL BE BY ANY OF THE BE BY ANY OF THE BE BY ANY OF THE BY ANY OF THE BY ANY OF THE ANY OF THE ANY OF THE OF THE OF THE THE THE FOLLOWING METHODS: TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE METHODS: TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE METHODS: TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TWIST-OFF-TYPE TWIST-OFF-TYPE TENSION-CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT.

GN-6

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REV

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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GENERAL ELECTRICAL

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NOTES

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D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE SHALL BE ELECTROLYTIC MAINTENANCE SHALL BE ELECTROLYTIC MAINTENANCE BE ELECTROLYTIC MAINTENANCE BE ELECTROLYTIC MAINTENANCE ELECTROLYTIC MAINTENANCE ELECTROLYTIC MAINTENANCE MAINTENANCE MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, AWG CU EXOTHERMALLY WELDED PIGTAIL, AWG CU EXOTHERMALLY WELDED PIGTAIL, CU EXOTHERMALLY WELDED PIGTAIL, CU EXOTHERMALLY WELDED PIGTAIL, EXOTHERMALLY WELDED PIGTAIL, EXOTHERMALLY WELDED PIGTAIL, WELDED PIGTAIL, WELDED PIGTAIL, PIGTAIL, PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD SHALL BE LYNCOLE XIT GROUNDING ROD SHALL BE LYNCOLE XIT GROUNDING ROD BE LYNCOLE XIT GROUNDING ROD BE LYNCOLE XIT GROUNDING ROD LYNCOLE XIT GROUNDING ROD LYNCOLE XIT GROUNDING ROD XIT GROUNDING ROD XIT GROUNDING ROD GROUNDING ROD GROUNDING ROD ROD ROD TYPES K2-(*)CS OR K2L-(*)CS (*) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING FOR NON-TRAFFIC APPLICATIONS, INCLUDING FOR NON-TRAFFIC APPLICATIONS, INCLUDING NON-TRAFFIC APPLICATIONS, INCLUDING NON-TRAFFIC APPLICATIONS, INCLUDING APPLICATIONS, INCLUDING APPLICATIONS, INCLUDING INCLUDING INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES XIT MODEL #XB-22. ALL DISCONNECT SWITCHES XIT MODEL #XB-22. ALL DISCONNECT SWITCHES MODEL #XB-22. ALL DISCONNECT SWITCHES MODEL #XB-22. ALL DISCONNECT SWITCHES #XB-22. ALL DISCONNECT SWITCHES #XB-22. ALL DISCONNECT SWITCHES ALL DISCONNECT SWITCHES ALL DISCONNECT SWITCHES DISCONNECT SWITCHES DISCONNECT SWITCHES SWITCHES SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING WITH ENGRAVED LAMICOID NAMEPLATES INDICATING WITH ENGRAVED LAMICOID NAMEPLATES INDICATING ENGRAVED LAMICOID NAMEPLATES INDICATING ENGRAVED LAMICOID NAMEPLATES INDICATING LAMICOID NAMEPLATES INDICATING LAMICOID NAMEPLATES INDICATING NAMEPLATES INDICATING NAMEPLATES INDICATING INDICATING INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER CONTROLLED, BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER CONTROLLED, BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER NUMBERING, AND THE ELECTRICAL POWER NUMBERING, AND THE ELECTRICAL POWER AND THE ELECTRICAL POWER AND THE ELECTRICAL POWER THE ELECTRICAL POWER THE ELECTRICAL POWER ELECTRICAL POWER ELECTRICAL POWER POWER POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG AND GROUNDING CONDUCTOR SHALL BE #2 AWG AND GROUNDING CONDUCTOR SHALL BE #2 AWG GROUNDING CONDUCTOR SHALL BE #2 AWG GROUNDING CONDUCTOR SHALL BE #2 AWG CONDUCTOR SHALL BE #2 AWG CONDUCTOR SHALL BE #2 AWG SHALL BE #2 AWG SHALL BE #2 AWG BE #2 AWG BE #2 AWG #2 AWG #2 AWG AWG AWG BARE, SOLID, TINNED COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE SOLID, TINNED COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE SOLID, TINNED COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE TINNED COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE TINNED COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE CONDUCTORS SHALL BE INSULATED WHERE CONDUCTORS SHALL BE INSULATED WHERE SHALL BE INSULATED WHERE SHALL BE INSULATED WHERE BE INSULATED WHERE BE INSULATED WHERE INSULATED WHERE INSULATED WHERE WHERE WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS ANNEALED COPPER BARS OF RECTANGULAR CROSS ANNEALED COPPER BARS OF RECTANGULAR CROSS COPPER BARS OF RECTANGULAR CROSS COPPER BARS OF RECTANGULAR CROSS BARS OF RECTANGULAR CROSS BARS OF RECTANGULAR CROSS OF RECTANGULAR CROSS OF RECTANGULAR CROSS RECTANGULAR CROSS RECTANGULAR CROSS CROSS CROSS SECTION. STANDARD BUS BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND STANDARD BUS BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND STANDARD BUS BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND BUS BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND BUS BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND FURNISHED AND INSTALLED BY THE CONTRACTOR AND FURNISHED AND INSTALLED BY THE CONTRACTOR AND AND INSTALLED BY THE CONTRACTOR AND AND INSTALLED BY THE CONTRACTOR AND INSTALLED BY THE CONTRACTOR AND INSTALLED BY THE CONTRACTOR AND BY THE CONTRACTOR AND BY THE CONTRACTOR AND THE CONTRACTOR AND THE CONTRACTOR AND CONTRACTOR AND CONTRACTOR AND AND AND THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IN THE FIELD. ALL GROUNDING BUSES SHALL BE IN THE FIELD. ALL GROUNDING BUSES SHALL BE THE FIELD. ALL GROUNDING BUSES SHALL BE THE FIELD. ALL GROUNDING BUSES SHALL BE FIELD. ALL GROUNDING BUSES SHALL BE FIELD. ALL GROUNDING BUSES SHALL BE ALL GROUNDING BUSES SHALL BE ALL GROUNDING BUSES SHALL BE GROUNDING BUSES SHALL BE GROUNDING BUSES SHALL BE BUSES SHALL BE BUSES SHALL BE SHALL BE SHALL BE BE BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS SHALL BE HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING SHALL BE HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING SHALL BE HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING BE HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING BE HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING HIGH CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING HEAVY DUTY, LISTED AND LABELED AS GROUNDING HEAVY DUTY, LISTED AND LABELED AS GROUNDING DUTY, LISTED AND LABELED AS GROUNDING DUTY, LISTED AND LABELED AS GROUNDING LISTED AND LABELED AS GROUNDING LISTED AND LABELED AS GROUNDING AND LABELED AS GROUNDING AND LABELED AS GROUNDING LABELED AS GROUNDING LABELED AS GROUNDING AS GROUNDING AS GROUNDING GROUNDING GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT COMPRESSION LUGS WITH CLEAR HEAT COMPRESSION LUGS WITH CLEAR HEAT LUGS WITH CLEAR HEAT LUGS WITH CLEAR HEAT WITH CLEAR HEAT WITH CLEAR HEAT CLEAR HEAT CLEAR HEAT HEAT HEAT SHRINK FOR MECHANICAL CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION FOR MECHANICAL CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION FOR MECHANICAL CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION MECHANICAL CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION MECHANICAL CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION TWO-HOLE COMPRESSION LUGS WITH INSPECTION TWO-HOLE COMPRESSION LUGS WITH INSPECTION COMPRESSION LUGS WITH INSPECTION COMPRESSION LUGS WITH INSPECTION LUGS WITH INSPECTION LUGS WITH INSPECTION WITH INSPECTION WITH INSPECTION INSPECTION INSPECTION WINDOW AND CLEAR HEAT SHRINK FOR INTERIOR AND BLACK HEAT SHRINK FOR EXTERIOR. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE BE PROVIDED IN KIT FORM AND SELECTED FOR THE BE PROVIDED IN KIT FORM AND SELECTED FOR THE PROVIDED IN KIT FORM AND SELECTED FOR THE PROVIDED IN KIT FORM AND SELECTED FOR THE IN KIT FORM AND SELECTED FOR THE IN KIT FORM AND SELECTED FOR THE KIT FORM AND SELECTED FOR THE KIT FORM AND SELECTED FOR THE FORM AND SELECTED FOR THE FORM AND SELECTED FOR THE AND SELECTED FOR THE AND SELECTED FOR THE SELECTED FOR THE SELECTED FOR THE FOR THE FOR THE THE THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE GROUND RODS SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE RODS SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE RODS SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE STEEL WITH HIGH STRENGTH STEEL CORE STEEL WITH HIGH STRENGTH STEEL CORE WITH HIGH STRENGTH STEEL CORE WITH HIGH STRENGTH STEEL CORE HIGH STRENGTH STEEL CORE HIGH STRENGTH STEEL CORE STRENGTH STEEL CORE STRENGTH STEEL CORE STEEL CORE STEEL CORE CORE CORE AND ELECTROLYTIC GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL ELECTROLYTIC GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL ELECTROLYTIC GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL MOLTEN WELDED TO CORE, AND 5/8"x10'-0". ALL WELDED TO CORE, AND 5/8"x10'-0". ALL WELDED TO CORE, AND 5/8"x10'-0". ALL TO CORE, AND 5/8"x10'-0". ALL TO CORE, AND 5/8"x10'-0". ALL CORE, AND 5/8"x10'-0". ALL CORE, AND 5/8"x10'-0". ALL AND 5/8"x10'-0". ALL AND 5/8"x10'-0". ALL 5/8"x10'-0". ALL 5/8"x10'-0". ALL ALL ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES AS SHOWN ON DRAWINGS. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T ALL CONDUITS IN COMPLIANCE WITH THE AT&T ALL CONDUITS IN COMPLIANCE WITH THE AT&T CONDUITS IN COMPLIANCE WITH THE AT&T CONDUITS IN COMPLIANCE WITH THE AT&T IN COMPLIANCE WITH THE AT&T IN COMPLIANCE WITH THE AT&T COMPLIANCE WITH THE AT&T COMPLIANCE WITH THE AT&T WITH THE AT&T WITH THE AT&T THE AT&T THE AT&T AT&T AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL GROUNDING CONDUCTORS SHALL BE BONDED AT ALL GROUNDING CONDUCTORS SHALL BE BONDED AT ALL CONDUCTORS SHALL BE BONDED AT ALL CONDUCTORS SHALL BE BONDED AT ALL SHALL BE BONDED AT ALL SHALL BE BONDED AT ALL BE BONDED AT ALL BE BONDED AT ALL BONDED AT ALL BONDED AT ALL AT ALL AT ALL ALL ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH THOUGH NOT SPECIFICALLY DESCRIBED, WHICH THOUGH NOT SPECIFICALLY DESCRIBED, WHICH NOT SPECIFICALLY DESCRIBED, WHICH NOT SPECIFICALLY DESCRIBED, WHICH SPECIFICALLY DESCRIBED, WHICH SPECIFICALLY DESCRIBED, WHICH DESCRIBED, WHICH DESCRIBED, WHICH WHICH WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S STRICT ACCORDANCE WITH THE MANUFACTURER'S STRICT ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S THE MANUFACTURER'S THE MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. B. DURING INSTALLATION AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND DURING INSTALLATION AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND INSTALLATION AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND INSTALLATION AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND EQUIPMENT SHALL BE TIGHTLY COVERED AND EQUIPMENT SHALL BE TIGHTLY COVERED AND SHALL BE TIGHTLY COVERED AND SHALL BE TIGHTLY COVERED AND BE TIGHTLY COVERED AND BE TIGHTLY COVERED AND TIGHTLY COVERED AND TIGHTLY COVERED AND COVERED AND COVERED AND AND AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY. 3.2 LABOR AND WORKMANSHIP: LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL AND EQUIPMENT FURNISHED FOR THE ELECTRICAL AND EQUIPMENT FURNISHED FOR THE ELECTRICAL EQUIPMENT FURNISHED FOR THE ELECTRICAL EQUIPMENT FURNISHED FOR THE ELECTRICAL FURNISHED FOR THE ELECTRICAL FURNISHED FOR THE ELECTRICAL FOR THE ELECTRICAL FOR THE ELECTRICAL THE ELECTRICAL THE ELECTRICAL ELECTRICAL ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN IN A NEAT AND WORKMAN-LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS ALIGNED, AND TESTED BY THE CONTRACTOR AS ALIGNED, AND TESTED BY THE CONTRACTOR AS AND TESTED BY THE CONTRACTOR AS AND TESTED BY THE CONTRACTOR AS TESTED BY THE CONTRACTOR AS TESTED BY THE CONTRACTOR AS BY THE CONTRACTOR AS BY THE CONTRACTOR AS THE CONTRACTOR AS THE CONTRACTOR AS CONTRACTOR AS CONTRACTOR AS AS AS REQUIRED TO CONFIRM THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, CLEAN ALL EXPOSED EQUIPMENT, CLEAN ALL EXPOSED EQUIPMENT, ALL EXPOSED EQUIPMENT, ALL EXPOSED EQUIPMENT, EXPOSED EQUIPMENT, EXPOSED EQUIPMENT, EQUIPMENT, EQUIPMENT, REMOVE ALL NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED ALL NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED ALL NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED OR CARTONS, AND LEAVE THE INSTALLATION FINISHED OR CARTONS, AND LEAVE THE INSTALLATION FINISHED CARTONS, AND LEAVE THE INSTALLATION FINISHED CARTONS, AND LEAVE THE INSTALLATION FINISHED AND LEAVE THE INSTALLATION FINISHED AND LEAVE THE INSTALLATION FINISHED LEAVE THE INSTALLATION FINISHED LEAVE THE INSTALLATION FINISHED THE INSTALLATION FINISHED THE INSTALLATION FINISHED INSTALLATION FINISHED INSTALLATION FINISHED FINISHED FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE INSTALLATION OF ELECTRICAL ITEMS WITH THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OF ELECTRICAL ITEMS WITH THE OF ELECTRICAL ITEMS WITH THE ELECTRICAL ITEMS WITH THE ELECTRICAL ITEMS WITH THE ITEMS WITH THE ITEMS WITH THE WITH THE WITH THE THE THE OWNER-FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TO PREVENT UNNECESSARY DELAYS IN THE TO PREVENT UNNECESSARY DELAYS IN THE PREVENT UNNECESSARY DELAYS IN THE PREVENT UNNECESSARY DELAYS IN THE UNNECESSARY DELAYS IN THE UNNECESSARY DELAYS IN THE DELAYS IN THE DELAYS IN THE IN THE IN THE THE THE SCHEDULED WORK. 3.4 INSTALLATION: INSTALLATION: B. CONDUIT: CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF AS SPECIFIED. NO CONDUIT OR TUBING OF AS SPECIFIED. NO CONDUIT OR TUBING OF SPECIFIED. NO CONDUIT OR TUBING OF SPECIFIED. NO CONDUIT OR TUBING OF NO CONDUIT OR TUBING OF NO CONDUIT OR TUBING OF CONDUIT OR TUBING OF CONDUIT OR TUBING OF OR TUBING OF OR TUBING OF TUBING OF TUBING OF OF OF LESS THAN " TRADE SIZE SHALL BE UTILIZED. 34" TRADE SIZE SHALL BE UTILIZED. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY RISERS UNLESS OTHERWISE NOTED. EMT MAY RISERS UNLESS OTHERWISE NOTED. EMT MAY UNLESS OTHERWISE NOTED. EMT MAY UNLESS OTHERWISE NOTED. EMT MAY OTHERWISE NOTED. EMT MAY OTHERWISE NOTED. EMT MAY NOTED. EMT MAY NOTED. EMT MAY EMT MAY EMT MAY MAY MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING COVER OF 24" UNDER ROADWAYS, PARKING COVER OF 24" UNDER ROADWAYS, PARKING OF 24" UNDER ROADWAYS, PARKING OF 24" UNDER ROADWAYS, PARKING 24" UNDER ROADWAYS, PARKING 24" UNDER ROADWAYS, PARKING UNDER ROADWAYS, PARKING UNDER ROADWAYS, PARKING ROADWAYS, PARKING ROADWAYS, PARKING PARKING PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC MINIMUM COVER OF 18" IN ALL NON-TRAFFIC MINIMUM COVER OF 18" IN ALL NON-TRAFFIC COVER OF 18" IN ALL NON-TRAFFIC COVER OF 18" IN ALL NON-TRAFFIC OF 18" IN ALL NON-TRAFFIC OF 18" IN ALL NON-TRAFFIC 18" IN ALL NON-TRAFFIC 18" IN ALL NON-TRAFFIC IN ALL NON-TRAFFIC IN ALL NON-TRAFFIC ALL NON-TRAFFIC ALL NON-TRAFFIC NON-TRAFFIC NON-TRAFFIC APPLICATIONS (REFER TO 2008 OR LASTEST NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT USE GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT OF DIRECT CONNECTION TO EQUIPMENT THAT OF DIRECT CONNECTION TO EQUIPMENT THAT DIRECT CONNECTION TO EQUIPMENT THAT DIRECT CONNECTION TO EQUIPMENT THAT CONNECTION TO EQUIPMENT THAT CONNECTION TO EQUIPMENT THAT TO EQUIPMENT THAT TO EQUIPMENT THAT EQUIPMENT THAT EQUIPMENT THAT THAT THAT MOVES OR VIBRATES, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT OR VIBRATES, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT OR VIBRATES, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT VIBRATES, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT VIBRATES, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT LIQUID TIGHT, FLEXIBLE METAL CONDUIT LIQUID TIGHT, FLEXIBLE METAL CONDUIT TIGHT, FLEXIBLE METAL CONDUIT TIGHT, FLEXIBLE METAL CONDUIT FLEXIBLE METAL CONDUIT FLEXIBLE METAL CONDUIT METAL CONDUIT METAL CONDUIT CONDUIT CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF FLEXIBLE STEEL CONDUIT AT ALL POINTS OF FLEXIBLE STEEL CONDUIT AT ALL POINTS OF STEEL CONDUIT AT ALL POINTS OF STEEL CONDUIT AT ALL POINTS OF CONDUIT AT ALL POINTS OF CONDUIT AT ALL POINTS OF AT ALL POINTS OF AT ALL POINTS OF ALL POINTS OF ALL POINTS OF POINTS OF POINTS OF OF OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORTS TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIPMENT SHALL NOT CONTAIN MORE THAN THE SHALL NOT CONTAIN MORE THAN THE SHALL NOT CONTAIN MORE THAN THE NOT CONTAIN MORE THAN THE NOT CONTAIN MORE THAN THE CONTAIN MORE THAN THE CONTAIN MORE THAN THE MORE THAN THE MORE THAN THE THAN THE THAN THE THE THE EQUIVALENT OF THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED OF THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED OF THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED CONDUIT BEND SHALL BE MADE WITH THE UL LISTED CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BEND SHALL BE MADE WITH THE UL LISTED BEND SHALL BE MADE WITH THE UL LISTED SHALL BE MADE WITH THE UL LISTED SHALL BE MADE WITH THE UL LISTED BE MADE WITH THE UL LISTED BE MADE WITH THE UL LISTED MADE WITH THE UL LISTED MADE WITH THE UL LISTED WITH THE UL LISTED WITH THE UL LISTED THE UL LISTED THE UL LISTED UL LISTED UL LISTED LISTED LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO WITH A CONDUIT CUTTING TOOL AND REAMED TO WITH A CONDUIT CUTTING TOOL AND REAMED TO A CONDUIT CUTTING TOOL AND REAMED TO A CONDUIT CUTTING TOOL AND REAMED TO CONDUIT CUTTING TOOL AND REAMED TO CONDUIT CUTTING TOOL AND REAMED TO CUTTING TOOL AND REAMED TO CUTTING TOOL AND REAMED TO TOOL AND REAMED TO TOOL AND REAMED TO AND REAMED TO AND REAMED TO REAMED TO REAMED TO TO TO PROVIDE A SMOOTH INSIDE SURFACE. 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY ALL CONDUITS DURING CONSTRUCTION. TEMPORARY ALL CONDUITS DURING CONSTRUCTION. TEMPORARY CONDUITS DURING CONSTRUCTION. TEMPORARY CONDUITS DURING CONSTRUCTION. TEMPORARY DURING CONSTRUCTION. TEMPORARY DURING CONSTRUCTION. TEMPORARY CONSTRUCTION. TEMPORARY CONSTRUCTION. TEMPORARY TEMPORARY TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF PLUGGED OR CAPPED TO PREVENT ENTRANCE OF PLUGGED OR CAPPED TO PREVENT ENTRANCE OF OR CAPPED TO PREVENT ENTRANCE OF OR CAPPED TO PREVENT ENTRANCE OF CAPPED TO PREVENT ENTRANCE OF CAPPED TO PREVENT ENTRANCE OF TO PREVENT ENTRANCE OF TO PREVENT ENTRANCE OF PREVENT ENTRANCE OF PREVENT ENTRANCE OF ENTRANCE OF ENTRANCE OF OF OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN REPLACE ANY CONDUITS CONTAINING FOREIGN REPLACE ANY CONDUITS CONTAINING FOREIGN ANY CONDUITS CONTAINING FOREIGN ANY CONDUITS CONTAINING FOREIGN CONDUITS CONTAINING FOREIGN CONDUITS CONTAINING FOREIGN CONTAINING FOREIGN CONTAINING FOREIGN FOREIGN FOREIGN MATERIALS THAT CANNOT BE REMOVED. 8. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE AN APPROPRIATE SIZE MANDREL THROUGH THE AN APPROPRIATE SIZE MANDREL THROUGH THE APPROPRIATE SIZE MANDREL THROUGH THE APPROPRIATE SIZE MANDREL THROUGH THE SIZE MANDREL THROUGH THE SIZE MANDREL THROUGH THE MANDREL THROUGH THE MANDREL THROUGH THE THROUGH THE THROUGH THE THE THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND CABLES. CONDUIT SHALL BE FREE OF DIRT AND CABLES. CONDUIT SHALL BE FREE OF DIRT AND CONDUIT SHALL BE FREE OF DIRT AND CONDUIT SHALL BE FREE OF DIRT AND SHALL BE FREE OF DIRT AND SHALL BE FREE OF DIRT AND BE FREE OF DIRT AND BE FREE OF DIRT AND FREE OF DIRT AND FREE OF DIRT AND OF DIRT AND OF DIRT AND DIRT AND DIRT AND AND AND DEBRIS. 9. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 10. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND 12" ABOVE ALL UNDERGROUND CONDUITS AND 12" ABOVE ALL UNDERGROUND CONDUITS AND ABOVE ALL UNDERGROUND CONDUITS AND ABOVE ALL UNDERGROUND CONDUITS AND ALL UNDERGROUND CONDUITS AND ALL UNDERGROUND CONDUITS AND UNDERGROUND CONDUITS AND UNDERGROUND CONDUITS AND CONDUITS AND CONDUITS AND AND AND CONDUCTORS. 11. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED AS TO INSURE AGAINST COLLECTION OF TRAPPED AS TO INSURE AGAINST COLLECTION OF TRAPPED TO INSURE AGAINST COLLECTION OF TRAPPED TO INSURE AGAINST COLLECTION OF TRAPPED INSURE AGAINST COLLECTION OF TRAPPED INSURE AGAINST COLLECTION OF TRAPPED AGAINST COLLECTION OF TRAPPED AGAINST COLLECTION OF TRAPPED COLLECTION OF TRAPPED COLLECTION OF TRAPPED OF TRAPPED OF TRAPPED TRAPPED TRAPPED CONDENSATION.

AutoCAD SHX Text

GENERAL ELECTRICAL NOTES

AutoCAD SHX Text

PART 1 - GENERAL 1.1 GENERAL CONDITIONS: GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY CONDITIONS PRIOR TO PERFORMING WORK. ANY CONDITIONS PRIOR TO PERFORMING WORK. ANY PRIOR TO PERFORMING WORK. ANY PRIOR TO PERFORMING WORK. ANY TO PERFORMING WORK. ANY TO PERFORMING WORK. ANY PERFORMING WORK. ANY PERFORMING WORK. ANY WORK. ANY WORK. ANY ANY ANY QUESTIONS ARISING DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF ARISING DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF ARISING DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF THE CONTRACTORS FUNCTIONS, THE SCOPE OF THE CONTRACTORS FUNCTIONS, THE SCOPE OF CONTRACTORS FUNCTIONS, THE SCOPE OF CONTRACTORS FUNCTIONS, THE SCOPE OF FUNCTIONS, THE SCOPE OF FUNCTIONS, THE SCOPE OF THE SCOPE OF THE SCOPE OF SCOPE OF SCOPE OF OF OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID THIS PROJECT SHALL BE BROUGHT UP DURING THE BID THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PROJECT SHALL BE BROUGHT UP DURING THE BID PROJECT SHALL BE BROUGHT UP DURING THE BID SHALL BE BROUGHT UP DURING THE BID SHALL BE BROUGHT UP DURING THE BID BE BROUGHT UP DURING THE BID BE BROUGHT UP DURING THE BID BROUGHT UP DURING THE BID BROUGHT UP DURING THE BID UP DURING THE BID UP DURING THE BID DURING THE BID DURING THE BID THE BID THE BID BID BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, PRIOR TO THE AWARD OF THE CONTRACT. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED ALL DEPOSITS, AND PAY ALL FEES REQUIRED ALL DEPOSITS, AND PAY ALL FEES REQUIRED DEPOSITS, AND PAY ALL FEES REQUIRED DEPOSITS, AND PAY ALL FEES REQUIRED AND PAY ALL FEES REQUIRED AND PAY ALL FEES REQUIRED PAY ALL FEES REQUIRED PAY ALL FEES REQUIRED ALL FEES REQUIRED ALL FEES REQUIRED FEES REQUIRED FEES REQUIRED REQUIRED REQUIRED FOR THE CONSTRUCTION PERFORMANCE OF THE WORK UNDER THIS SECTION. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DRAWING SHALL NOT BE SCALED TO DETERMINE DRAWING SHALL NOT BE SCALED TO DETERMINE SHALL NOT BE SCALED TO DETERMINE SHALL NOT BE SCALED TO DETERMINE NOT BE SCALED TO DETERMINE NOT BE SCALED TO DETERMINE BE SCALED TO DETERMINE BE SCALED TO DETERMINE SCALED TO DETERMINE SCALED TO DETERMINE TO DETERMINE TO DETERMINE DETERMINE DETERMINE DIMENSIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED OF ALL SYSTEMS AND COMPONENTS COVERED OF ALL SYSTEMS AND COMPONENTS COVERED ALL SYSTEMS AND COMPONENTS COVERED ALL SYSTEMS AND COMPONENTS COVERED SYSTEMS AND COMPONENTS COVERED SYSTEMS AND COMPONENTS COVERED AND COMPONENTS COVERED AND COMPONENTS COVERED COMPONENTS COVERED COMPONENTS COVERED COVERED COVERED UNDER THIS SECTION. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES: LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES: A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT ORDINANCES, STATUTES, AND CODES. CONDUIT ORDINANCES, STATUTES, AND CODES. CONDUIT STATUTES, AND CODES. CONDUIT STATUTES, AND CODES. CONDUIT AND CODES. CONDUIT AND CODES. CONDUIT CODES. CONDUIT CODES. CONDUIT CONDUIT CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE SIZE OF CONDUIT IN COMPLIANCE WITH THE SIZE OF CONDUIT IN COMPLIANCE WITH THE OF CONDUIT IN COMPLIANCE WITH THE OF CONDUIT IN COMPLIANCE WITH THE CONDUIT IN COMPLIANCE WITH THE CONDUIT IN COMPLIANCE WITH THE IN COMPLIANCE WITH THE IN COMPLIANCE WITH THE COMPLIANCE WITH THE COMPLIANCE WITH THE WITH THE WITH THE THE THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE SPECIFICATION. EACH PUBLICATION SHALL BE THE SPECIFICATION. EACH PUBLICATION SHALL BE THE EACH PUBLICATION SHALL BE THE EACH PUBLICATION SHALL BE THE PUBLICATION SHALL BE THE PUBLICATION SHALL BE THE SHALL BE THE SHALL BE THE BE THE BE THE THE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY REVISION AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY REVISION AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY OF CONSTRUCTION. EXCEPT AS MODIFIED BY OF CONSTRUCTION. EXCEPT AS MODIFIED BY CONSTRUCTION. EXCEPT AS MODIFIED BY CONSTRUCTION. EXCEPT AS MODIFIED BY EXCEPT AS MODIFIED BY EXCEPT AS MODIFIED BY AS MODIFIED BY AS MODIFIED BY MODIFIED BY MODIFIED BY BY BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS OF THE DRAWINGS, WORK INCLUDED IN THIS OF THE DRAWINGS, WORK INCLUDED IN THIS THE DRAWINGS, WORK INCLUDED IN THIS THE DRAWINGS, WORK INCLUDED IN THIS DRAWINGS, WORK INCLUDED IN THIS DRAWINGS, WORK INCLUDED IN THIS WORK INCLUDED IN THIS WORK INCLUDED IN THIS INCLUDED IN THIS INCLUDED IN THIS IN THIS IN THIS THIS THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES. INC.) 8. AT&T GROUNDING AND BONDING STANDARDS TP-76416 1.4 SCOPE OF WORK: SCOPE OF WORK: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED ALL LABOR, MATERIAL, AND ASSOCIATED ALL LABOR, MATERIAL, AND ASSOCIATED LABOR, MATERIAL, AND ASSOCIATED LABOR, MATERIAL, AND ASSOCIATED MATERIAL, AND ASSOCIATED MATERIAL, AND ASSOCIATED AND ASSOCIATED AND ASSOCIATED ASSOCIATED ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND TO ACHIEVE OPERATIONAL STATUS. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND SHALL BE PROPERLY TESTED, ADJUSTED, AND SHALL BE PROPERLY TESTED, ADJUSTED, AND BE PROPERLY TESTED, ADJUSTED, AND BE PROPERLY TESTED, ADJUSTED, AND PROPERLY TESTED, ADJUSTED, AND PROPERLY TESTED, ADJUSTED, AND TESTED, ADJUSTED, AND TESTED, ADJUSTED, AND ADJUSTED, AND ADJUSTED, AND AND AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, EXCAVATING, DRAINING, TRENCHING, BACKFILLING, EXCAVATING, DRAINING, TRENCHING, BACKFILLING, DRAINING, TRENCHING, BACKFILLING, DRAINING, TRENCHING, BACKFILLING, TRENCHING, BACKFILLING, TRENCHING, BACKFILLING, BACKFILLING, BACKFILLING, AND REMOVAL OF EXCESS SOIL, FILL, AND DEBRIS. D. THE CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND THE CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND WITH CERTIFICATES OF A FINAL INSPECTION AND WITH CERTIFICATES OF A FINAL INSPECTION AND CERTIFICATES OF A FINAL INSPECTION AND CERTIFICATES OF A FINAL INSPECTION AND OF A FINAL INSPECTION AND OF A FINAL INSPECTION AND A FINAL INSPECTION AND A FINAL INSPECTION AND FINAL INSPECTION AND FINAL INSPECTION AND INSPECTION AND INSPECTION AND AND AND APPROVAL FROM THE JURISDICTIONAL AUTHORITIES. E. IF APPLICABLE, THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO IF APPLICABLE, THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO APPLICABLE, THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO APPLICABLE, THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO A COMPLETE SET OF AS-BUILT DRAWINGS TO A COMPLETE SET OF AS-BUILT DRAWINGS TO COMPLETE SET OF AS-BUILT DRAWINGS TO COMPLETE SET OF AS-BUILT DRAWINGS TO SET OF AS-BUILT DRAWINGS TO SET OF AS-BUILT DRAWINGS TO OF AS-BUILT DRAWINGS TO OF AS-BUILT DRAWINGS TO AS-BUILT DRAWINGS TO AS-BUILT DRAWINGS TO DRAWINGS TO DRAWINGS TO TO TO DOCUMENT ALL WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE ALL WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE ALL WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AND CHANGES WHILE COMPLETING THIS CONTRACT. THE CHANGES WHILE COMPLETING THIS CONTRACT. THE CHANGES WHILE COMPLETING THIS CONTRACT. THE WHILE COMPLETING THIS CONTRACT. THE WHILE COMPLETING THIS CONTRACT. THE COMPLETING THIS CONTRACT. THE COMPLETING THIS CONTRACT. THE THIS CONTRACT. THE THIS CONTRACT. THE CONTRACT. THE CONTRACT. THE THE THE AS-BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE AT COMPLETION OF THE PROJECT TO THE APPROPRIATE AT COMPLETION OF THE PROJECT TO THE APPROPRIATE COMPLETION OF THE PROJECT TO THE APPROPRIATE COMPLETION OF THE PROJECT TO THE APPROPRIATE OF THE PROJECT TO THE APPROPRIATE OF THE PROJECT TO THE APPROPRIATE THE PROJECT TO THE APPROPRIATE THE PROJECT TO THE APPROPRIATE PROJECT TO THE APPROPRIATE PROJECT TO THE APPROPRIATE TO THE APPROPRIATE TO THE APPROPRIATE THE APPROPRIATE THE APPROPRIATE APPROPRIATE APPROPRIATE PARTY. PART 2 - PRODUCTS 2.1 GENERAL: GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UL LISTED, AND FREE FROM DEFECTS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UL LISTED, AND FREE FROM DEFECTS. B. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL LABORATORIES (UL) LABEL OF APPROVAL AND SHALL LABORATORIES (UL) LABEL OF APPROVAL AND SHALL (UL) LABEL OF APPROVAL AND SHALL (UL) LABEL OF APPROVAL AND SHALL LABEL OF APPROVAL AND SHALL LABEL OF APPROVAL AND SHALL OF APPROVAL AND SHALL OF APPROVAL AND SHALL APPROVAL AND SHALL APPROVAL AND SHALL AND SHALL AND SHALL SHALL SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. C. ALL ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND ALL ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND TO THE JURISDICTIONAL AUTHORITY AND TO THE JURISDICTIONAL AUTHORITY AND THE JURISDICTIONAL AUTHORITY AND THE JURISDICTIONAL AUTHORITY AND JURISDICTIONAL AUTHORITY AND JURISDICTIONAL AUTHORITY AND AUTHORITY AND AUTHORITY AND AND AND SUITABLE FOR THE USE INTENDED. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE INTERRUPTING CURRENT RATING OF GREATER THAN THE INTERRUPTING CURRENT RATING OF GREATER THAN THE CURRENT RATING OF GREATER THAN THE CURRENT RATING OF GREATER THAN THE RATING OF GREATER THAN THE RATING OF GREATER THAN THE OF GREATER THAN THE OF GREATER THAN THE GREATER THAN THE GREATER THAN THE THAN THE THAN THE THE THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL (10,000 AIC MINIMUM). CONTRACTOR SHALL (10,000 AIC MINIMUM). CONTRACTOR SHALL AIC MINIMUM). CONTRACTOR SHALL AIC MINIMUM). CONTRACTOR SHALL AIC MINIMUM). CONTRACTOR SHALL MINIMUM). CONTRACTOR SHALL MINIMUM). CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL VERIFY THAT AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL THAT AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL THAT AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL DOES NOT EXCEED THE RATING OF ELECTRICAL DOES NOT EXCEED THE RATING OF ELECTRICAL NOT EXCEED THE RATING OF ELECTRICAL NOT EXCEED THE RATING OF ELECTRICAL EXCEED THE RATING OF ELECTRICAL EXCEED THE RATING OF ELECTRICAL THE RATING OF ELECTRICAL THE RATING OF ELECTRICAL RATING OF ELECTRICAL RATING OF ELECTRICAL OF ELECTRICAL OF ELECTRICAL ELECTRICAL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER NEC OR THE MOST CURRENT ADOPTED CODE PER NEC OR THE MOST CURRENT ADOPTED CODE PER OR THE MOST CURRENT ADOPTED CODE PER OR THE MOST CURRENT ADOPTED CODE PER THE MOST CURRENT ADOPTED CODE PER THE MOST CURRENT ADOPTED CODE PER MOST CURRENT ADOPTED CODE PER MOST CURRENT ADOPTED CODE PER CURRENT ADOPTED CODE PER CURRENT ADOPTED CODE PER ADOPTED CODE PER ADOPTED CODE PER CODE PER CODE PER PER PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: MATERIALS AND EQUIPMENT: A. CONDUIT: CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING RIGID METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING GALVANIZED INSIDE AND OUTSIDE INCLUDING GALVANIZED INSIDE AND OUTSIDE INCLUDING INSIDE AND OUTSIDE INCLUDING INSIDE AND OUTSIDE INCLUDING AND OUTSIDE INCLUDING AND OUTSIDE INCLUDING OUTSIDE INCLUDING OUTSIDE INCLUDING INCLUDING INCLUDING ENDS AND THREADS, AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL CONDUIT CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL OR MALLEABLE IRON. ALL FITTINGS SHALL OR MALLEABLE IRON. ALL FITTINGS SHALL MALLEABLE IRON. ALL FITTINGS SHALL MALLEABLE IRON. ALL FITTINGS SHALL IRON. ALL FITTINGS SHALL IRON. ALL FITTINGS SHALL ALL FITTINGS SHALL ALL FITTINGS SHALL FITTINGS SHALL FITTINGS SHALL SHALL SHALL BE COMPRESSION AND CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL COMPRESSION AND CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL COMPRESSION AND CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL AND CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL AND CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL CONCRETE-TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL GROUNDING BUSHINGS WITH INSULATED THROATS SHALL GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BUSHINGS WITH INSULATED THROATS SHALL BUSHINGS WITH INSULATED THROATS SHALL WITH INSULATED THROATS SHALL WITH INSULATED THROATS SHALL INSULATED THROATS SHALL INSULATED THROATS SHALL THROATS SHALL THROATS SHALL SHALL SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING SHALL BE SCHEDULE 40 PVC AND INSTALLED USING SHALL BE SCHEDULE 40 PVC AND INSTALLED USING BE SCHEDULE 40 PVC AND INSTALLED USING BE SCHEDULE 40 PVC AND INSTALLED USING SCHEDULE 40 PVC AND INSTALLED USING SCHEDULE 40 PVC AND INSTALLED USING 40 PVC AND INSTALLED USING 40 PVC AND INSTALLED USING PVC AND INSTALLED USING PVC AND INSTALLED USING AND INSTALLED USING AND INSTALLED USING INSTALLED USING INSTALLED USING USING USING SOLVENT-CEMENT-TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT MOISTURE AND HEAT RESISTANT MOISTURE AND HEAT RESISTANT AND HEAT RESISTANT AND HEAT RESISTANT HEAT RESISTANT HEAT RESISTANT RESISTANT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, 600 VOLT, SIZE AS INDICATED, 600 VOLT, SIZE AS INDICATED, VOLT, SIZE AS INDICATED, VOLT, SIZE AS INDICATED, SIZE AS INDICATED, SIZE AS INDICATED, AS INDICATED, AS INDICATED, INDICATED, INDICATED, ON PLANS THE MINIMUM SIZE CONDUCTOR USED SHALL BE #12 AWG. 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER BE SOLID OR STRANDED. #8 AWG AND LARGER BE SOLID OR STRANDED. #8 AWG AND LARGER SOLID OR STRANDED. #8 AWG AND LARGER SOLID OR STRANDED. #8 AWG AND LARGER OR STRANDED. #8 AWG AND LARGER OR STRANDED. #8 AWG AND LARGER STRANDED. #8 AWG AND LARGER STRANDED. #8 AWG AND LARGER #8 AWG AND LARGER #8 AWG AND LARGER AWG AND LARGER AWG AND LARGER AND LARGER AND LARGER LARGER LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS COMPRESSION TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED SOLDERLESS COMPRESSION TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED COMPRESSION TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED COMPRESSION TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED SHALL BE USED FOR TERMINATION OF ALL STRANDED SHALL BE USED FOR TERMINATION OF ALL STRANDED BE USED FOR TERMINATION OF ALL STRANDED BE USED FOR TERMINATION OF ALL STRANDED USED FOR TERMINATION OF ALL STRANDED USED FOR TERMINATION OF ALL STRANDED FOR TERMINATION OF ALL STRANDED FOR TERMINATION OF ALL STRANDED TERMINATION OF ALL STRANDED TERMINATION OF ALL STRANDED OF ALL STRANDED OF ALL STRANDED ALL STRANDED ALL STRANDED STRANDED STRANDED CONDUCTORS. 4. STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL KELLEMS OR APPROVED EQUAL. CABLES SHALL KELLEMS OR APPROVED EQUAL. CABLES SHALL OR APPROVED EQUAL. CABLES SHALL OR APPROVED EQUAL. CABLES SHALL APPROVED EQUAL. CABLES SHALL APPROVED EQUAL. CABLES SHALL EQUAL. CABLES SHALL EQUAL. CABLES SHALL CABLES SHALL CABLES SHALL SHALL SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, OF THE CONDUCTOR, AT ALL PULL BOXES, OF THE CONDUCTOR, AT ALL PULL BOXES, THE CONDUCTOR, AT ALL PULL BOXES, THE CONDUCTOR, AT ALL PULL BOXES, CONDUCTOR, AT ALL PULL BOXES, CONDUCTOR, AT ALL PULL BOXES, AT ALL PULL BOXES, AT ALL PULL BOXES, ALL PULL BOXES, ALL PULL BOXES, PULL BOXES, PULL BOXES, BOXES, BOXES, J-BOXES, EQUIPMENT. CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, EQUIPMENT. CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, EQUIPMENT. CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, WITH APPROVED PLASTIC TAGS (ACTION CRAFT, WITH APPROVED PLASTIC TAGS (ACTION CRAFT, APPROVED PLASTIC TAGS (ACTION CRAFT, APPROVED PLASTIC TAGS (ACTION CRAFT, PLASTIC TAGS (ACTION CRAFT, PLASTIC TAGS (ACTION CRAFT, TAGS (ACTION CRAFT, TAGS (ACTION CRAFT, (ACTION CRAFT, (ACTION CRAFT, CRAFT, CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, QUICK-MAKE, QUICK-BREAK, QUICK-MAKE, QUICK-BREAK, QUICK-BREAK, QUICK-BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS OPERABLE, HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS OPERABLE, HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS WITH COVER IN CLOSED POSITION, RATING AS WITH COVER IN CLOSED POSITION, RATING AS COVER IN CLOSED POSITION, RATING AS COVER IN CLOSED POSITION, RATING AS IN CLOSED POSITION, RATING AS IN CLOSED POSITION, RATING AS CLOSED POSITION, RATING AS CLOSED POSITION, RATING AS POSITION, RATING AS POSITION, RATING AS RATING AS RATING AS AS AS INDICATED, UL LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED UL LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED UL LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED SQUARE-D, OR ENGINEERED APPROVED SQUARE-D, OR ENGINEERED APPROVED OR ENGINEERED APPROVED OR ENGINEERED APPROVED ENGINEERED APPROVED ENGINEERED APPROVED APPROVED APPROVED EQUAL.

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12. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL BE INSTALLED TO PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE: CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 208/240/120 VOLT SYSTEMS DESCRIPTION 208/240/120 VOLT SYSTEMS 208/240/120 VOLT SYSTEMS 208/240/120 VOLT SYSTEMS PHASE A BLACK BLACK PHASE B RED RED PHASE C BLUE BLUE NEUTRAL WHITE WHITE GROUNDING GREEN GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES AND EQUIPMENT TO ALLOW FOR A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS AND/OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PROHIBITED. DAMAGED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB, AND CONNECT TO WIRING SYSTEM AND GROUNDING INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB, AND CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS REQUIRED. D. GROUNDING: GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP-76416, TP-76300, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM WITH ASSEMBLY OF MATERIALS, INCLUDING PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS, AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND. GROUNDING ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. AT BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN AT BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWER GROUND RING, TO THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #2 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, THE LIGHTNING PROTECTION SYSTEM, AND/OR THE BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING SPECIFICATIONS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING OF GROUNDING TIE-IN POINTS TO THE EXISTING OF GROUNDING TIE-IN POINTS TO THE EXISTING GROUNDING TIE-IN POINTS TO THE EXISTING GROUNDING TIE-IN POINTS TO THE EXISTING TIE-IN POINTS TO THE EXISTING TIE-IN POINTS TO THE EXISTING POINTS TO THE EXISTING POINTS TO THE EXISTING TO THE EXISTING TO THE EXISTING THE EXISTING THE EXISTING EXISTING EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING CONNECTIONS SHALL BE MADE BY THE CONNECTIONS SHALL BE MADE BY THE CONNECTIONS SHALL BE MADE BY THE SHALL BE MADE BY THE SHALL BE MADE BY THE BE MADE BY THE BE MADE BY THE MADE BY THE MADE BY THE BY THE BY THE THE THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S THE MANUFACTURER'S THE MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION PRIOR TO PERMANENT CONCEALMENT. 8. APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND AREAS/COMPONENTS WHERE APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND AREAS/COMPONENTS WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT-BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 30" MINIMUM DIRECT-BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 30" MINIMUM BELOW GRADE, OR 6" MINIMUM BELOW THE FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF A CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH THE INSTALLATION OF A CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL THE PROTECTIVE BOX FLUSH WITH GRADE. 14. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FEET FROM THE GROUND BAR AT THE BASE OF THE IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FEET FROM THE GROUND BAR AT THE BASE OF THE TOWER, INSTALL A SECOND GROUND BAR AT THE END OF THE ICE BRIDGE TO GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. 15. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT SHALL PERFORM REQUIRED TESTS AND SUBMIT SHALL PERFORM REQUIRED TESTS AND SUBMIT PERFORM REQUIRED TESTS AND SUBMIT PERFORM REQUIRED TESTS AND SUBMIT REQUIRED TESTS AND SUBMIT REQUIRED TESTS AND SUBMIT TESTS AND SUBMIT TESTS AND SUBMIT AND SUBMIT AND SUBMIT SUBMIT SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED MATERIAL AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED MATERIAL AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED TO BE NON-COMPLIANT WITH THE SPECIFIED TO BE NON-COMPLIANT WITH THE SPECIFIED BE NON-COMPLIANT WITH THE SPECIFIED BE NON-COMPLIANT WITH THE SPECIFIED NON-COMPLIANT WITH THE SPECIFIED NON-COMPLIANT WITH THE SPECIFIED WITH THE SPECIFIED WITH THE SPECIFIED THE SPECIFIED THE SPECIFIED SPECIFIED SPECIFIED REQUIREMENTS, THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE SHALL BE PROMPTLY REMOVED FROM THE SHALL BE PROMPTLY REMOVED FROM THE BE PROMPTLY REMOVED FROM THE BE PROMPTLY REMOVED FROM THE PROMPTLY REMOVED FROM THE PROMPTLY REMOVED FROM THE REMOVED FROM THE REMOVED FROM THE FROM THE FROM THE THE THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS. C. TEST PROCEDURES: TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1,000VOLT DC. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES TO APPROPRIATE PARTS. 4. PERFORM GROUNDING TEST TO MEASURE RESISTANCE OF GROUNDING SYSTEM USING THE IEEE PERFORM GROUNDING TEST TO MEASURE RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3-POINT "FALL-OF-POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS.

C-4.1

Existing Antenna Proposed Antenna TMA Diplexer Existing Radio Head Proposed Radio Head

Manufacturer Model Manufacturer Model Manufacturer Model Quantity Manufacturer Model Quantity Manufacturer Model Manufacturer Model

A1 KMW AM-X-CD-17-65-00T-RET KMW AM-X-CD-17-65-00T-RET Alcatel Lucent RRH2x40W-07L Alcatel Lucent RRH2x60-1900A-4R

A3 POWERWAVE P65-15-XLH-RR KMW EPBY-652L8H8 *ERICSSON*KRY11271/X *2

A4 POWERWAVE 7750 SAME AS EXISTING POWERWAVE LGP17501 2 Powerwave LGP21903 2 Alcatel Lucent RRH4x25-WCS-4R

B1 KMW AM-X-CD-17-65-00T-RET KMW AM-X-CD-17-65-00T-RET Alcatel Lucent RRH2x40W-07L Alcatel Lucent RRH2x60-1900A-4R

B3 POWERWAVE P65-15-XLH-RR KMW EPBY-652L8H8 *ERICSSON*KRY11271/X *2

B4 POWERWAVE 7750 SAME AS EXISTING POWERWAVE LGP17501 2 Powerwave LGP21903 2 Alcatel Lucent RRH4x25-WCS-4R

C1 KMW AM-X-CD-17-65-00T-RET KMW AM-X-CD-17-65-00T-RET Alcatel Lucent RRH2x40W-07L Alcatel Lucent RRH2x60-1900A-4R

C3 POWERWAVE P65-15-XLH-RR KMW EPBY-652L8H8 *ERICSSON*KRY11271/X *2

C4 POWERWAVE 7750 SAME AS EXISTING POWERWAVE LGP17501 2 Powerwave LGP21903 2 Alcatel Lucent RRH4x25-WCS-4R

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REV

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DESCRIPTION

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DATE

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SHEET TITLE

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SHEET NUMBER

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CHECKED BY:

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DRAWN BY:

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PROJECT/PHASE NO:

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PETERSON AFB NORTH

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COL02068

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LTE-4C/5C/4T4R

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A

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09/13/17

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ISSUED FOR REVIEW

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129051/3043

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BDJ

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NCP

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T.I.D.

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2.0

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RFDS:

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2.00

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R

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SUITE 800

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NOT TO BE USED

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FOR CONSTRUCTION

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ANTENNA SCHEDLUE

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* TO BE REMOVED

peterson afb north col02068 10094363 · \⠀㌀尩 existing dc12-48-60-0-25e dc surge suppressors...

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