EXHIBIT A FISH CDS REV.2_09.19.17.PDF

Exhibit A
GENERAL NOTES APPROVAL BOX
THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT AS SET FORTH IN THE DEPARTMENT: SIGNATURE:
permission CONSTRUCTION DRAWINGS, CONTRACT DOCUMENTS AND THE COMPLETE SCOPE
OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED Ge ay 0 MC MGR., WIRELESS SYSTEMS
THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND SPECIFICATIONS ie 772
written SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND - MOT. PROJECT DIRECTOR
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE
MOT. SR. PROJECT MANAGER
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE
prior nah
ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO Fa MOT. PROJECT CM
's
THE SUBMISSION OF THE CONTRACTOR’S PROPOSAL. IN THE EVENT OF
MOT. ENGR. MANAGER
DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR
EXTENSIVE WORK UNLESS OTHERWISE DIRECTED. ADW PROJECT MANAGER
ADWCOMM
® MOTOROLA SOLUTIONS
ADW REGIONAL MANAGER
CODE COMPLIANCE
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN NOTES
PROJECT TELEPHONE: 847.576.5000
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
WWW.MOTOROLASOLUTIONS.COM
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS PROJECT NOTES:
format IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
2012 INTERNATIONAL BUILDING CODE (IBC) P29 RADIO SYSIEM INFRASTRUCTURE UPGRADE 1. THE FACILITY IS UNMANNED WITH RESTRICTED ACCESS.
any
2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC) EQUIPMENT ROOM /SHELTER AND WILL BE USED FOR THE
in 2012 INTERNATIONAL MECHANICAL CODE (IMC) TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
2012 INTERNATIONAL FUEL GAS CODE (IFGC) MARICOPA COUNTY COMMUNICATION.
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATE ONCE A
reproduced 12 INTERNATIONAL PLUMBIN IP SEITE NAME:
oor NEON ATION, eBoy Sonera enn SITE CODE: MONTH FOR ROUTINE INSPECTION AND MAINTENANCE AND. THE
CODE (IECC)
WORK ASSOCIATED WITH ANY EQUIPMENT IS NOT TYPICALLY
or 2011 NATIONAL ELECTRICAL CODE (NEC) PERFORMED BY PERSONS WITH DISABILITIES. COMMUNICATIONS SERVICES, ING
E|SH F)SH CREEK HI} |
2006 INTERNATIONAL FIRE CODE (IFC) 3. NO SANITARY SEWER, POTABLE WATER OR WASTE DISPOSAL |S
14350 N. 87th ST. STE. 145
disclosed NEPA 30 FLAMMABLE FUEL GAS CODE REQUIRED.
SCOTTSDALE Ag 35260
ANSI/EIA—222—G STRUCTURAL STANDARD FOR ANTENNA SUPPORTING 4. ADA COMPLIANCE IS NOT REQUIRED PER IBC SECTION 1103.2.9 480.291.6824
STRUCTURES AND ANTENNAS PHONE: 291,
used, 2005 MOTOROLA R56
JURISDICTION: MARICOPA COUNTY PE SEAL
be SHEET INDEX
cannot VICINITY MAP PROJECT TEAM PROJECT INFORMATION TITLE DESCRIPTION:
It
POT [TEE SHEET 6 PROMEGT INFORMATION
PROJECT OWNER: — MARICOPA COUNTY WIRELESS SYSTEMS SITE ADDRESS: — MILE POST 222 TOP/FISH CREEK HILL CX
project. APACHE TRAIL, AZ 89119 GN-1 GENERAL NOTES
PROJECT MANAGER: CONTACT: THOMAS CROSBY |
See Ap One ghono SITE COORDINATES: LATITUDE: 33° 31’ 59.5” N (NAD 83) GN-2 | GENERAL NOTES
specific
LONGITUDE: 111° 18° 51.93" W (NAD 83) GN-3 |CENERAL, STRUCTURAL & INSPECTION NOTES
PHONE: (602) 506-5264
a EMAIL: : ELEVATION: +2,985.8’ AMSL ( (AMSL) ) (NAVD 88 )
tomerosby@malil.maricopa.gov
on GN-4 |GENERAL SPECIFICATIONS, ABBREVIATIONS & LEGEND
use APPLICANT: MOTOROLA SOLUTIONS, INC. PROPERTY OWNER: TONTO NATIONAL FOREST
SN-T SIGNAGE AND NOTES
2900 S. DIABLO WAY, BUILDING A, SUITE 150 28079 NORTH ARIZONA HIGHWAY 188
for TEMPE, 85282
AZ ROOSEVELT, ARIZONA 85545 LS-1 TOPOGRAPHICAL SURVEY
solely SHONE: (409) 277-9290. PHONE: (602) 225-5200
aca lOvERALL SITE PLAN
EMAIL: brent.vincent@motorolasolutions.com DESIGNER: JASON NGO
APN NUMBER: -—-- A900
-NLARCED SITE PLAN
information CONSULTANT: ADW COMMUNICATIONS SERVICES, INC. CURRENT ZONING: ————
A~2.1 [EQUIPMENT LAYOUT SUBMITTALS
14350 NORTH 877TH STREET, SUITE 145
SCOTTSDALE, ARIZONA 85026 CONSTRUCTION TYPE: V—B REV. DATE DESCRIPTION BY
A-2.2 CRADING PLAN
CONTACT: ALAN WAWRZYNIAK
OCCUPANCY CLASSIFICATIONS: U ( (MONOPOLE), ) S—2 ( (SHELTER ) O | 04.24.17 REVIEW AW
contains PHONE: (480) 291-6820 a3. TELEVATION
EMAIL: awawrzyniak@adwcomm.com OCCUPANCY LOAD: 0 1 | 05.10.17 COMMENTS AW
60" N~ . AA POLE CROSS SECTIONS
and (SITE EQUIPMENT BUILDING ARE UNMANNED 2 | 05.16.17 COMMENTS AW
CIVIL ENGINEER: Abn ENGINEERING, LLC
TELECOMMUNICATIONS FACILITIES ONLY) noe 7 TCONSTRUCHION ~ DETAILS ~
1337 —. DESERT FLOWER LANE
DRIVING DIRECTIONS
PTT ELECTRICAL NOTES
ADWCOMM SONTAG CANDECP FIRE SPRINKLES: FIRE SUPPRESSION SYSTEM (DEFERRED SUBMITTALS)
A. MANED PLE.
FROM MARICOPA COUNTY WIRELESS SYSTEMS’ OFFICE (3324 WEST GIBSON PHONE: (480) 213-8524 CURRENT USE: RAW LAND F-2 |ELECTRICAL NOTES & STANDARD SCHEDULES
On COLNE GIy
LANE PHOENIX, ARIZONA 85009): TAKE I-17 SOUTH TO I-10 EAST (2.5 EMAIL: smane@abneng.com OF DOCUMENTS |S PROPRIETARY BY NATURE.
of NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY —E—-3 ~ |SINGLE LINE DIAGRAM AND SCHEDULE
MILES) THEN TO US—60 EAST (33.5 MILES). TAKE AZ—-88 EXIT THEN TURN ANY USE OR DISCLOSURE OTHER THAN THAT
item
TOWARD CANYON LAKE. CONTINUE ON AZ—88 (APACHE TRAIL) TOWARD A, 5
SHOENIX. ABIZON BRODO. a TGROUNDING DETAILS SPCRADE |S STRICTLY PROHIBITED.
MOUNTAIN TOP. ARRIVE AT SITE (ON THE LEFT) (26.1 MILES). r
proprietary CONTACT: MICHELE PATRICK
SPECIAL INSPEC TIONS G—3 GROUNDING DETAILS PLOT DATE: 9/19/17
PHONE: (602) 943-8424
MAIS mations piece JattacuMenr ,
a DRILLED CAISSON (PERIODIC) Wyn)
is DEFERRED SUBMITTAL NOTES SITE CODE:
CONCRETE CONSTRUCTION (CONTINUOUS) YES REPORT |GEOTECHNICAL INVESTIGATION REPORT (BY PROTEX)
TOWER VALMONT INDUSTRIES. INC.
PER IBC SECTION 107.5.4.1 MANUFACTURER: PLAZA FISH
document SANDEEP ANAND MANE, THE REGISTERED DESIGN PROFESSIONAL IN CHARGE ONE VALMONT BOLTS IN CONCRETE & HIGH STRENGTH BOLTS (CONTINUOUS) | YES REPORT |TOWER | DRAWINGS ; & CALCULATIONS REPORT (BY VALMONT) ;
OMAHA. NEBRASKA 68154
SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL ’
PHONE: (402) 963-1000 REINFORCING STEEL (PERIODIC) YES - REPORT |SHELTER DESIGN CALCULATIONS
DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SE NAME.
This
SUBMITTAL ITEMS, FOR COMPATIBILITY WITH DESIGN OF THE BUILDING.
SHELTER MASONRY CONSTRUCTION (PERIODIC) YES REPORT |CIVIL FOUNDATION STRUCTURAL ANALYSIS REPORTS
N/A FISH CREEK HILL
PER IBC SECTION 107.3.4.2 MANUFACTURER: EXPANSION AND EPOXY BOLTS (CONTINUOUS) YES SPECS: |GENERATOR SPECIFICATIONS
(ADWCOMM). SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED
TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SOIL COMPACTION BELOW | SLAB ON GRADE (PERIODIC) YES SPECS: |ROXTEC TRANSIT SPECIFICATIONS SITE ADDRESS:
SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A 7 oe ap ;
JED SUBMITTAL:
NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN soueiUDE. ve es" w
INC REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL FIRE SUPPRESSION SYSTEM PERMIT (BY AMERICAN FIRE) POST
MILE 229 TOP /FISH
ee NFORMANCE. WITH TH —————— IGN OF TH ILDING. DESCRIPTION
PROJECT UTILITY TABLE CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
PROJECT AREA LEGAL DESCRIPTION THE SITE PROPOSAL INCLUDES THE INSTALLATION OF A NEW UTILITY: PROVIDER:
TELECOMMUNICATIONS FACILITY, A NEW 30’—0” TALL MONOPOLE, A
SHEET TITLE:
REFER SHEET LS—1 FOR PROJECT AREA LEGAL DESCRIPTION NEW 14’x28’ EQUIPMENT BUILDING, A NEW 45kW BACKUP WATER N/A
GENERATOR AND A RETAINING WALL.
SEWER : N/A TITLE SHEET & PROJECT
Communications
ELECTRICAL SRP INFORMATION
TELEPHONE/FIBER |N/A
OADW POLICE MARICOPA COUNTY SHERIFF SHEET NUMBER:
FIRE RURAL FIRE DISTRICT
I
Copyright

PART 1. SCOPE OF WORK 1.10 LAYOUT 1.6 EXECUTION D. CUT CONDUIT ENDS SQUARE USING SAW OR PIPE CUTTER AND REAM
EACH CUT END SMOOTH. CAREFULLY MAKE CONDUIT BENDS AND
1.0 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING A. INSTALL MATERIALS & EQUIPMENT LEVEL, PLUMB, PARALLEL, AND A. ALL WORK SHALL BE PERFORMED UNDER SUBCONTRACTOR’S DIRECT
DEFINITIONS SHALL APPLY PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS. SUPERVISION, USING SUFFICIENT AND QUALIFIED PERSONNEL AS OFFSETS SO THAT INSIDE DIAMETER OF PIPE IS NOT REDUCED AND SO
NECESSARY TO COMPLETE WORK IN ACCORDANCE WITH PROGRESS THAT LEGS ARE IN THE SAME PLANE AND PARALLEL. PROTECT
CONTRACTOR — MOTOROLA SOLUTIONS / ADWCOMM B.INSTALL EQUIPMENT, RACEWAYS, AND ETC. TO READILY FACILITATE
permission SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT — OF SCHEDULE. SUBCONTRACTOR SHALL ASSIGN ONE OR MORE STUB—-UPS FROM DAMAGE, AND CAREFULLY RE-BEND WHEN
SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) COMPONENTS, AND TO MIN. INTERFERENCE WITH OTHER EQUIPMENT COMPETENT SUPERVISORS WHO HAVE AUTHORITY TO ACCEPT & NECESSARY
e OWNER — MARICOPA COUNTY AND INSTALLATIONS. EXECUTE ORDERS & INSTRUCTION, AND WHO SHALL COOPERATE E. MAKE UP RACEWAY FITTINGS TIGHT SO FINAL INSTALLATION OF
WITH SUBCONTRACTORS, ENGINEERS, AND = ADWCOMM = IN ALL RACEWAY, FITTINGS AND ENCLOSURES CONSTITUTES FIRM MECHANICAL
e OEM — ORIGINAL EQUIPMENT MANUFACTURER C.PRIOR TO COMMENCING WORK, VERIFY THAT EQUIPMENT WILL
written MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS. ASSEMBLY AND CONTINUOUS ELECTRICAL CONTINUITY. PROVIDE
1.1. CODES AND REGULATIONS ADEQUATELY FIT AND CONFORM TO MANUFACTURED SPECS AND
CODE CLEARANCES AND AS INDICATED ON DRAWINGS. — IF B.MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MFGR SPECS, INSULATING BUSHINGS ON CONDUIT TERMINATIONS.
prior A. COMPLY WITH GOVERNING FEDERAL, STATE & LOCAL LAW, REARRANGEMENT IS REQUIRED, SUBMIT PLAN AND ELEVATION BY MECHANICS EXPERIENCED AND SKILLED IN THEIR TRADE, IN NEAT F. RACEWAY CONDUIT TYPES — RIGID GALYV. STEEL CONDUIT, ELECTRICAL
ORDINANCE, CODE, RULES & REGULATIONS, SAFETY AND OSHA DRAWINGS OR SKETCHES INDICATING THE NEW REARRANGEMENT FOR AND WORKMANLIKE MANNER IN) ACCORDANCE WITH STANDARDS OF
METALLIC TUBING (EMT), FLEXIBLE STEEL CONDUIT, LIQUID—TIGHT
REGULATIONS /DIRECTIVE. WHERE CONTRACT DOCUMENTS EXCEED THE ENGINEER'S APPROVAL. DO NOT REARRANGE WITHOUT TRADE, AND SO AS NOT TO ALTER OR VOID WARRANTY OR (UL)
FLEXIBLE STEEL CONDUIT, SCHEDULE 40 HEAVY WALL, AND SCHEDULE
THESE REQUIREMENTS, CONTRACT DOCUMENTS SHALL GOVERN. IN NO EXPRESSED WRITTEN PERMISSION OF ADWCOMM. LISTING. INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE
CASE SHALL WORK BE INSTALLED CONTRARY TO OR BELOW MIN. WITH INTENT OF CONTRACT DOCS. 80 EXTRA HEAVY WALL RIGID NONMETALLIC (PVC) CONDUIT,
ADWCOMM‘'s LEGAL STANDARDS. IT IS SUBCONTRACTOR’S RESPONSIBILITY TO D.PRIOR TO LAYOUT, COORDINATE SPACE FOR ELECTRICAL WIRING, CONFORMING TO APPLICABLE ANSI, NEMA AND (UL) STANDARDS.
STEAM AND CONDENSATE LINES, SANITARY LINES, DRAIN LINES, FIRE 1.9. COORDINATION ® MOTOROLA SOLUTIONS
ENSURE ALL STANDARDS ARE MET, AND TO PRODUCE VERIFICATION G. RACEWAY FITTINGS (EXCEPT RIGID NONMETALLIC CONDUIT) TO BE
PROTECTION PIPING, AND SHEET METAL DUCT WORK. PROVIDE A. SEQUENCE, = COORDINATE, AND INTEGRATE INSTALLATION — OF
OF THESE ITEMS UPON REQUEST.
OFFSETS AS REQUIRED AVOIDING CONFLICTS. RESOLVE CONFLICTS MATERIALS & EQUIPMENT FOR’ EFFICIENT FLOW OF WORK IN STEEL OR MALLEABLE IRON, AND (UL) LISTED FOR THE INTENDED 1503 EAST ALGONQUIN ROAD
B.UNLESS INDICATED OTHERWISE, THE LATEST PUBLISHED STANDARDS BEFORE COMMENCING INSTALL. CONJUNCTION WITH OTHER TRADES. REVIEW DRAWINGS FOR WORK OF APPLICATION. (EMT) FITTING TO BE COMPRESSION TYPE. SCHAUMBURG, ILLINOIS 60196
without OF THE FOLLOWING ASSOCIATIONS/ORGANIZATIONS SHALL BE 1.11 MOUNTING HEIGHTS ASSOCIATED TRADES AND REPORT AND RESOLVE ANY DISCOVERED H. PROTECT RACEWAYS, ENCLOSURES & EQUIPMENT DURING TELEPHONE: 847.5/6.5000
FOLLOWED AND APPLIED WHERE APPLICABLE, AS MIN. REQUIREMENTS. DISCREPANCIES PRIOR TO COMMENCING WORK. COOPERATE WITH CONSTRUCTION TO PREVENT ENTRY OF CONCRETE, DEBRIS & FOREIGN
A. INDICATED HEIGHTS ARE MEASURED FROM CENTER OF DEVICE WWW.MOTOROLASOLUTIONS.COM
e (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE. OTHER SUBCONTRACTORS AND INDIVIDUAL = DISCIPLINES = FOR MATTER. FREE CLOGGED CONDUITS OF OBSTRUCTIONS OR REPLACE
format OUTLET BOX TO FINISHED FLOOR OR GRADE U.N.O. REQUEST
PLACEMENT, ANCHORAGE, & ACCOMPLISHMENT OF WORK. PRIOR TO PULLING WIRE. DO NOT PULL WIRE WITHIN BUILDING UNTIL
(ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS. INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED PRIOR TO
INSTALLATION. 1.10 LAYOUT BUILDING IS COMPLETELY ENCLOSED.
any (AWS) AMERICAN WELDING SOCIETY
B.INSTALL CEILING MOUNTED RACEWAY, LIGHTING FIXTURES AND ALL A. INSTALL MATERIALS & EQUIPMENT LEVEL, PLUMB, PARALLEL, AND |. RIGIDLY SUPPORT RACEWAY WITH MAX. SPACING PER NEC, AND TO
in
(BOCA) BUILDING OFFICIALS & CODE ADMINISTRATORS. OTHER EQUIPMENT WITH NOT LESS THAN 8 —O" CLEARANCE TO PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS. PREVENT DISTORTION OF ALIGNMENT DURING PULLING OPERATION. USE
(ETL) ELECTRICAL TESTING LABORATORY. FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND B.INSTALL EQUIPMENT, RACEWAYS, AND ETC. TO READILY FACILITATE APPROVED HANGERS, CLAMPS, AND STRAPS FOR INDIVIDUAL RUNS. DO
reproduced EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS. SERVICING, MAINTENANCE, AND REPAIR) OR REPLACEMENT — OF NOT USE PERFORATED STRAPS OR TIE WIRES. WHERE MULTIPLE
(IBC) INTERNATIONAL BUILDING CODE.
COMPONENTS, AND TO MIN. INTERFERENCE WITH OTHER EQUIPMENT PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE TYPE
C.DEVICES -— SWITCHES @ 48°A.F.F. RECEPTACLES @ 18° A.F.F.
(ICC) INTERNATIONAL CODE COUNCIL AND INSTALLATIONS. HANGER ARRANGEMENT MADE FROM U-—CHANNEL AND ACCESSORIES,
or THERMOSTAT @ 48°A.F.F. COMMUNIGATIONS SERVIGES, ING
(ICEA) INSULATED CABLE ENGINEERS ASSOCIATION. C.PRIOR TO COMMENCING WORK, VERIFY THAT EQUIPMENT WILL SUSPENDED BY THREADED RODS, AND ALLOW CAPACITY FOR FUTURE
1.12 HOLES, SLEEVES AND OPENINGS
ADEQUATELY FIT AND CONFORM TO MANUFACTURED SPECS AND INSTALL OF ADDITIONAL RACEWAYS. RIGIDLY ANCHOR VERTICAL 14350 N. 87th ST., STE. 145
disclosed e (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS. A. PROVIDE HOLES, SLEEVES, & OPENINGS REQUIRED FOR COMPLETION CODE CLEARANCES AND AS _ INDICATED ON DRAWINGS. | IF CONDUITS SERVING FLOOR— MOUNTED OR “ISLAND” TYPE EQUIPMENT
SCOTTSDALE, AZ 85260
( NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS. OF WORK & RESTORE ALL DAMAGED SURFACES TO MATCH REARRANGEMENT IS REQUIRED, SUBMIT PLAN AND ELEVATION MOUNTED AWAY FROM WALLS WITH METAL BRACKET OR RIGID STEEL PHONE: 480.291.6824
SURROUNDING SURFACES. MAINTAIN INTEGRITY OF FIRE & SMOKE DRAWINGS OR SKETCHES INDICATING THE NEW REARRANGEMENT FOR
( NEC) NATIONAL ELECTRICAL CODE. CONDUIT EXTENSION SECURED TO FLOOR.
used, RATED BARRIERS USING APPROVED FIRE STOPPING SYSTEMS. WHEN THE ENGINEER'S APPROVAL. DO NOT REARRANGE WITHOUT
( NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. CUTTING HOLES & OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, EXPRESSED WRITTEN PERMISSION OF ADWCOMM. 1.14 HANGERS AND SUPPORTS PE SEAL
be DAMAGE OR DISTURB STRUCTURAL ELEMENTS OR REINFORCING A. RIGIDLY SUPPORT & SECURE MATERIALS, RACEWAY, & EQUIP. TO
( NESC) NATIONAL ELECTRIC SAFETY CODE. D.PRIOR TO LAYOUT, COORDINATE SPACE FOR ELECTRICAL WIRING,
STEEL, UNLESS APPROVED IN WRITING BY PROJECT STRUCTURAL BUILDING STRUCTURE USING HANGERS, SUPPORTS & FASTENERS
cannot STEAM AND CONDENSATE LINES, SANITARY LINES, DRAIN LINES, FIRE
( NFPA) NATIONAL FIRE PROTECTION ASSOCIATION. ENG, ANY FIELD PENETRATION OF SHELTER REQUIRES SHELTER SUITABLE FOR USE, MATERIALS, AND LOADS ENCOUNTERED. PROVIDE
PROTECTION PIPING, AND SHEET METAL DUCT WORK. PROVIDE
MANUFACTURER'S WRITTEN APPROVAL TO AVOID IMPACT TO
It ( IMC) INTERNATIONAL MECHANICAL CODE OFFSETS AS REQUIRED AVOIDING CONFLICTS. RESOLVE CONFLICTS ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAX. 5’
WARRANTY.
BEFORE COMMENCING INSTALL. ON CENTER.
e (UL) UNDERWRITER’S LABORATORIES.
project. B.SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF MIN.
1.11 MOUNTING HEIGHTS B. ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK
e MOTOROLA R-S6 MANUAL 1/4" AND MAX. 1° IS LEFT AROUND CONDUIT. WHEN OPENINGS ARE
A. INDICATED HEIGHTS ARE MEASURED FROM CENTER OF DEVICE OR SUPPORTING METAL FRAMEWORK. DO NOT MAKE ATTACHMENTS TO
e ALL APPLICABLE LOCAL JURISDICTIONS AND GOVERNING CODES CUT IN LIEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING.
OUTLET BOX TO FINISHED FLOOR OR’ GRADE U.N.O. REQUEST STEEL ROOFING, STEEL FLOORING, OR CEILING MINERAL TILE.
specific SIZE SLEEVES TO
1.2 GENERAL INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED PRIOR TO
C. SINCE THE RADIO SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS INSTALLATION. C. SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE BLOCK,
A. SUBCONTRACTOR WILL PROVIDE ALL LABOR, MATERIAL, TOOLS,
a MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF METAL FRAMING, OR SUB—FRAMING,
EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR AND B.INSTALL CEILING MOUNTED RACEWAY, LIGHTING FIXTURES AND ALL
on ELECTROMANATIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN
INCIDENTAL TO COMPLETION OF ALL WORK AS INDICATED ON OTHER EQUIPMENT WITH NOT LESS THAN 8-0” CLEARANCE TO D. MOUNT EQUIPMENT LOCATED ON INTERIOR OR EXTERIOR BUILDING
PRIOR TOPERFORMING ANY WORK THAT COULD EXPOSE THE
use DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, BILL OF MATERIALS, FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND WALLS MIN. 1° AWAY FROM WALL SURFACE, USING SUITABLE SPACERS.
WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE
for AND ANY OTHER DOCUMENT ISSUED BY OWNER/CLIENT AND/OR EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS.
REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS LEVELS. E. STRUCTURAL MEMBERS — DO NOT CUT, DRILL OR WELD ANY
ADWCOMM.
1.5 SUBMITTALS & DELIVERABLES C.DEVICES — SWITCHES @ 48°AF.F. RECEPTACLES @ 18° A.F.F. STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE
solely B.DRAWINGS & SPECS. ARE GENERAL DIRECTIVES FOR SCOPE OF WORK. THERMOSTAT @ 48°A.F.F. ENGINEER.
EXACT EQUIPMENT LOCATIONS & ROUTINGS, ETC. SHALL BE A. A MINIMUM OF 2 COPIES OF DEFERRED SUBMITTALS SHALL BE
DESIGNER: JASON NGO
GOVERNED BY FIELD CONDITIONS AND ADWCOMM — INSTRUCTIONS. PROVIDED TO ADWCOMM. 1.12 HOLES, SLEEVES AND OPENINGS F. INDEPENDENT SUPPORT — DO NOT SUPPORT MATERIALS OFF OF OTHER
SUBCONTRACTOR SHALL VERIFY DIMS & LOCATIONS AND REPORT B.SUBCONTRACTORS = SHALL PROVIDE THE FOLLOWING APPLICABLE A. PROVIDE HOLES, SLEEVES, & OPENINGS REQUIRED FOR COMPLETION EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME, REMOVABLE
information ANY DISCREPANCIES TO ADWCOMM PRIOR TO COMMENCING RELATED DELIVERABLES TO ADWCOMM: OF WORK & RESTORE ALL DAMAGED SURFACES TO MATCH OR KNOCKOUT PANELS, TEMPORARY WALLS, OR PARTITIONS. SUBMITTALS
WORK. MINOR ERRORS OR OMISSIONS IN DRAWINGS AND SPECS DO SURROUNDING SURFACES. MAINTAIN INTEGRITY OF FIRE & SMOKE
B.1 MATERIAL TESTING OF CONCRETE, STRUCTURAL STEEL AND G. PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT, STEEL BRACKETS,
NOT EXCUSE SUBCONTRACTOR FROM COMPLETING PROJECT AND RATED BARRIERS USING APPROVED FIRE STOPPING SYSTEMS. WHEN REV.| DATE DESCRIPTION | BY
ANY OTHER MATERIAL USED AS REQUIRED BY GOVERNING ANGLES, FASTENERS, & HARDWARE AS REQUIRED TO ADEQUATELY
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF — THESE CUTTING HOLES & OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT,
REGULATIONS. SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT. QO | 04.24.17 REVIEW AW
contains DRAWINGS AND SPECIFICATIONS. DAMAGE OR DISTURB) STRUCTURAL ELEMENTS OR REINFORCING
C.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR B.2 INSPECTION SIGN-OFFS, WITH ATTACHED TESTING & STEEL, UNLESS APPROVED IN WRITING BY PROJECT STRUCTURAL H. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 1] 05.10.17 | COMMENTS FAW
INSPECTION REPORTS
SHALL VISIT THE RADIO SITE TO FAMILIARIZE WITH THE EXISTING ENG, ANY FIELD PENETRATION OF SHELTER REQUIRES SHELTER 3/4”.
and B.3 THIRD-PARTY INSPECTION MANUFACTURER'S WRITTEN APPROVAL TO AVOID IMPACT TO 2 | 05.16.17] COMMENTS — | AW
CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE
1.15 EQUIPMENT CONNECTIONS
ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY B.4 GROUNDING SYSTEM TESTING WARRANTY.
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF B.SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF MIN. A. OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, AND MFGR’S
B.S ANTENNA SWEEP TESTING
ADWCOMM CONTRACTOR. 1/4” AND MAX. 1° IS LEFT AROUND CONDUIT. WHEN OPENINGS ARE INSTRUCTIONS FOR EQUIPMENT FURNISHED BY OTHERS. EXAMINE
B.6 CERTIFICATE OF AUTHENTICITY
1.3 DRAWING USE AND INTERPRETATION CUT IN LIEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS &
B./ BUILDING AND ELECTRICAL PERMITS REQUIREMENTS. THE INFORMATION CONTAINED IN THIS SET
A. DRAWINGS ARE DIAGRAMMA TIC AND INDICATE GENERAL SIZE SLEEVES TO PROVIDE ANNULAR SPACE OF MIN. 1/4” AND MAX. OF DOCUMENTS IS PROPRIETARY BY NATURE.
of ARRANGEMENT OF SYSTEMS & EQUIPMENT UNLESS INDICATED B.8 RELEASE OF WAIVER & LIENS 1” AROUND CONDUIT, PIPE, ETC. PATCH AROUND SLEEVE TO MATCH B. PROVIDE REQUIRED CONDUIT, BOXES, FITTINGS, WIRES, CONNECTORS, ANY USE OR DISCLOSURE OTHER THAN THAT
item OTHERWISE BY DIMS OR DETAILS. B.9 ANTENNA PACKETS (EQUIPMENT INFORMATION, PAPERS, ETC.) SURROUNDING SURFACES. AND MISC. ACCESSORIES, ETC., AS NECESSARY TO ROUGH IN THE WHICH RELATES TO MARICOPA COUNTY'S
B.SUBCONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS B.10 WARRANTIES ON ALL ITEMS INSTALLED AND WORK 1.13 RACEWAY SYSTEMS FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRING ELECTRICAL P25 RADIO SYSTEM INFRASTRUCTURE
AND TESTING REQUIRED FOR EACH PROJECT. 48-HOUR NOTIFICATION PERFORMED A. RACEWAY SIZING) — AS REQUIRED BY NEC MIN. WITH OVERSIZED CONNECTIONS. IN GENERAL, MOTORS AND EQUIPMENT SHALL BE WIRED UPGRADE IS STRICTLY PROHIBITED.
proprietary TO ADWCOMM JIS REQUIRED FOR ALL INSPECTIONS AND TESTING. B.11 PHOTOGRAPHS OF SITE BEFORE, DURING, AND AFTER RACEWAYS AS INDICATED ON DRAWINGS. MIN. CONDUIT SIZE = 3/4" IN CONDUIT TO A JUNCTION BOX (OR SAFETY SWITCH) NEAR UNIT,
FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS PLOT DATE: 9/19/17
CONSTRUCTION, DAILY REPORTS, ALL VENDOR DATA SUBMITTALS U.N.O. AND FROM THERE TO THE UNIT IN FLEXIBLE METAL OR LIQUID TIGHT
TRUCK TICKETS MUST BE SUBMITTED TO ADWCOMM WITHIN 24 HOURS
a AND O&M MANUALS ISSUED WITH INSTALLED PRODUCTS. B.RACEWAY ROUTING — AS REQUIRED BY JOB CONDITIONS UNLESS FLEXIBLE STEEL CONDUIT.
OF INSPECTION OR TEST.
is B.12 LIST OF SUBCONTRACTORS; SUPPLIERS; PRODUCT DATA; SPECIFIC ROUTES OR DIMENSIONED POSITIONS ARE INDICATED ON C. PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT PROTECTION SITE_CODE:
C.SUBCONTRACTOR JIS RESPONSIBLE FOR MAINTAINING PRESENT
SHOP DRAWINGS; AND VARIOUS ADMINISTRATIVE SUBMITTALS. DRAWINGS. INSTALL TIGHT TO SLAB, BEAMS, AND JOISTS WHEREVER FOR ALL EQUIPMENT CONNECTED. VERIFY PRIOR CONNECTIONS WITH
CONDITION OF EXISTING ~~ BUILDINGS, LANDSCAPING, FENCING, POSSIBLE. ROUTE CONDUIT PARALLEL OR PERPENDICULAR TO FISH
document EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE B.13 SAFETY MEETING MINUTES MFGR’S PUBLISHED DIAGRAMS AND COMPLY WITH SAME. VERIFY THAT
WALLS, CEILINGS, AND STRUCTURAL MEMBERS. INSTALL TO MAINTAIN
SHOULD OCCUR, SUBCONTRACTOR IS RESPONSIBLE TO RESTORE B.14 COMPLETED AND APPROVED FINAL WALK-—THRU PUNCH-LIST EQUIPMENT IS READY FOR ELECTRICAL CONNECTIONS, WIRING AND
MIN. HEADROOM AND TO PRESENT NEAT APPEARANCE. RUN
DAMAGE TO A BETTER OR NEW CONDITION. ENERGIZATION PRIOR TO PERFORMING SAME.
B.15 CERTIFICATE OF OCCUPANCY PARALLEL RACEWAYS TOGETHER WITH BENDS MADE FROM SAME SITE_NAME:
This D.PERMITS SHALL BE ON-SITE AT ALL TIMES DURING & AFTER CENTERLINE. VERIFY EXACT LOCATIONS OF RACEWAYS, PULL BOXES, D. PROVIDE CONTROL WIRING TO REMOTE DEVICES AND EQUIPMENT AS
C.SUBCONTRACTORS SHALL MAINTAIN A FIELD COPY OF AS—BUILT
CONSTRUCTION. AND JUNCTION BOXES. RESOLVE CONFLICTS BEFORE INSTALLATION. INDICATED OR REQUIRED. FISH CREEK FILL
DRAWING THROUGHOUT THE PROJECT TO INDICATE INSTALLED
1.4 QUALITY LOCATIONS OF EQUIP. & DEVICES, ROUTING OF MAJOR INTERIOR B.1 CONDUITS SHALL NOT PENETRATE STAIRWAYS, ELEVATOR
1.16 IDENTIFICATION
A. GENERAL — ALL MATERIALS AND EQUIPMENT SHALL BE IN RACEWAY, LOCATION OF CONCEALED & UNDERGROUND EQUIP & SHAFTS, OR ELEVATOR MACHINE ROOM.
(ADWCOMM),. A. GENERAL — LOCATE NAME PLATE MARKING OR OTHER IDENTIFICATION
ACCORDANCE WITH CONTRACT = DOCUMENTS AND STANDARD RACEWAY, ALL APPROVED MODIFICATIONS TO CONTRACT DOCS, AND B.2 CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE SITE ADDRESS:
PRODUCTS OF THE VARIOUS MANUFACTURERS, WITH ALL MATERIALS DEVIATIONS. THESE DRAWINGS SHALL BE CURRENT & UPDATED POSSIBLE. MEANS ON OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN
AND EQUIPMENT TO BE NEW, CLEAN, UNDAMAGED, AND FREE OF DAILY. A NEW, CLEAN SET OF CONTRACT DOCUMENTS WILL BE ABOVE CEILINGS AND WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT LATITUDE: 33° 31’ 59.5” N
B.43 COORDINATE CONDUIT STUB UPS WITH ROOFTOP EQUIPMENT
DEFECTS AND CORROSION. ISSUED TO SUBCONTRACTOR NEAR COMPLETION TO TRANSFER ROOMS OR OTHER UNFINISHED AREAS, AND ON INSIDE OF FRONT LONGITUDE: 111° 18° 51.93” W
INC INFORMATION FROM FIELD DRAWINGS TO NEW AS—BUILT COPY. THIS LAYOUT. COVER WHEN IN FINISHED ROOMS/ AREAS. USE CONTRACT DOCUMENT
B.PRODUCT OF AN APPROVED MANUFACTURER IS ACCEPTABLE ONLY MILE POST 222 TOP/FISH
SHALL BE SUBMITTED WITH DELIVERABLES TO ADWCOMM WITH B.4. COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC.
WHEN PRODUCT COMPLIES WITH OR IS MODIFIED AS NECESSARY TO DESIGNATIONS FOR IDENTIFICATION UNLESS OTHERWISE NOTED. CREEK HILL CX
CLOSE—OUT DOCUMENTS. WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK.
Services, COMPLY WITH ALL REQUIREMENTS OF CONTRACT DOCUMENTS. B. NAMEPLATES — PROVIDE NAME PLATE ENGRAVED WITH EQUIP. APACHE TRAIL, AZ 85119
1.6 MATERIALS C.CUT CONDUIT ENDS SQUARE USING SAW OR PIPE CUTTER AND REAM
C.TESTING EQUIPMENT AND METHODS SHALL BE CODE AND MFGR. DESIGNATION FOR EACH SAFETY SWITCH, PANEL BOARD, TRANSFORMER,
EACH CUT END SMOOTH. CAREFULLY MAKE CONDUIT BENDS AND
COMPLIANT AND ACCEPTED ADWCOMM AND OWNER/CLIENT PRIOR TO A. WHERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED, ALL MOTOR STARTER, AND ALL OTHER EQUIPMENT, ETC. SHEET TITLE:
OFFSETS SO THAT BOXES, AND JUNCTION BOXES. RESOLVE
TESTING. SHALL BE OF THE SAME TYPE AND MANUFACTURER.
CONFLICTS BEFORE INSTALLATION. C. UNDERGROUND WARNING TAPE — DURING TRENCH BACK FILLING FOR
B.MATERIALS & EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES
D.AFTER TESTING AND/OR INSPECTION BY OWNER/CLIENT OR C.1 CONDUITS SHALL NOT PENETRATE STAIRWAYS, ELEVATOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND
Communications ADWCOMM, SUBCONTRACTOR SHALL CORRECT DEFICIENCIES AND (UL) LISTED AND LABELED, WHERE (UL) STANDARDS AND LISTINGS SHAFTS, OR ELEVATOR MACHINE ROOM. COMMUNICATIONS LINE, PROVIDE A CONTINUOUS UNDERGROUND GENERAL NOTES
REPLACE MATERIALS & EQUIPMENT SHOWN TO BE DEFECTIVE OR EXIST FOR SUCH MATERIALS OR EQUIPMENT.
C.2.. CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE WARNING TAPE AS SPECIFIED. TYPICALLY USE 6” WIDE POLYETHYLENE
UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY. 1.7. CONDITION VERIFICATION
POSSIBLE. TAPE PERMANENTLY BRIGHT COLORED WITH CONTINUOUS PRINT
E.FURNISH AND INSTALL MATERIALS AS REQUIRED FOR COMPLETE A. EXAMINE AREAS & CONDITIONS UNDER WHICH WORK IS TO BE
C.3 COORDINATE CONDUIT STUB UPS WITH ROOFTOP EQUIPMENT INDICATING GENERAL TYPE OF UNDERGROUND LINE BELOW AND
SYSTEMS, WHETHER SPECIFICALLY INDICATED OR NOT. SYSTEMS PERFORMED, AND IDENTIFY ANY CONDITIONS DETRIMENTAL TO) THE
OADW LAYOUT. CAUTION”. COLORS AS FOLLOWS: SHEET NUMBER:
SHALL BE FULLY ASSEMBLED, TESTED, ADJUSTED, & DEMONSTRATED PROPER AND TIMELY COMPLETION OF WORK. DO NOT PROCEED
READY FOR OPERATION PRIOR TO OWNER’S ACCEPTANCE. UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C.4. COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC. C.1 RED = ELECTRIC
WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK.
C.2.. ORANGE = COMMUNICATIONS GN ="
Copyright D. MARK EACH JUNCTION AND PULL BOX INDICATING SOURCE DESIGNATION
AND. CIRCUIT NUMBER(S) FOR THE ENCLOSED CONDUCTORS.

E.LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION
PART 3. CONCRETE C.SUBCON TRACTOR IS. RESPONSIBLE FOR EMBEDMENT LOCATIONS, SIZES, PART 6. DRYPACK
AND IN ALL PULL BOXES AND JUNCTION BOXES. FOR POWER
AND PROPER ANCHORING TO HOLD ITEMS IN PLACE ACCURATELY.
CIRCUITS, APPLY WIRE TAGS INDICATING APPROPRIATE CIRCUIT OR 5.1. CODES AND STANDARDS — SEE T-1, CODES AND REGULATIONS A. DRYPACK SHALL BE 5,000 PSI NON-—SHRING GROUT, FIVE STAR
FEEDER NUMBER TO EACH CONDUCTOR PRESENT IN DISTRIBUTION D.SUBCONTRACTOR SHALL SUPPLY AND USE APPROVED FORM—RELEASING OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES
A. CONCRETE TO BE OF GRADE 4,000 PSI, TYP. U.N.O
PANEL AND PANEL BOARD GUTTERS, AND TO EACH CONDUCTOR IN AGENT ON ALL FORMS. BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL
permission PULL AND JUNCTION BOXES. B.ALL MATERIAL, LABOR, AND METHODS SHALL CONFORM — TO E.ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH DRYPACK UNDER BASEPLATES AFTER COLUMN HAS BEEN
APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
SMOOTH DOWELS AS SPECIFIED AND APPROVED BONDING AGENT
PERFORM ALL CONCRETE CONSTRUCTION IN ACCORDANCE WITH ACI
501 AND 318. FLEXPOSED CONCRETE WILL HAVE UNIFORM FINISH AND SLOPED FOR
PART 1. SCOPE OF WORK (CONTINUE)
written DRAINAGE UNLESS OTHERWISE NOTED. CONCRETE STOOPS, LANDINGS, PART 7. STRUCTURAL STEEL & MISCELLANEOUS METALS
FLAT COMPLETION OF PROJECT, ACCURATELY COMPLETE EACH PANEL C.PERFORM CONCRETE DRILLED PIER CONSTRUCTION IN ACCORDANCE
AND WALKWAYS SHALL BE BROOM FINISHED.
BOARD CIRCUIT DIRECTORY CARD, IDENTIFYING LOAD SERVED OR WITH ACI 336.1 AND 336.3R. 7.1. CODES AND STANDARDS — SEE T-1, CODES AND REGULATIONS
G.SUBCONTRACTOR SHALL PROTECT CONCRETE FROM ADVERSE WEATHER
prior CIRCUITS AT EXISTING PANEL BOARD, UPDATE EXISTING (OR PROVIDE A. OF PARTICULAR RELEVANCE: AISC, ASIM, AWS AND
CONDITIONS, PREMATURE DRYING & MECHANICAL INJURY TO ENSURE
NEW) CIRCUIT DIRECTORY CARD TO ACCURATELY REFLECT FINAL 5.2. INSPECTIONS LOCAL /GOVERNING
PROPER CURING.
CONDITIONS.
A. SUBCONTRACTOR SHALL SCHEDULE INSPECTIONS WITH TESTING G.1 SUBCONTRACTOR SHALL BE RESPONSIBLE FOR USE & CONTROL OF JURISDICTION
1.17 SYSTEM DEMONSTRATION
ADWCOMM‘'s LABORATORY, SPECIAL INSPECTORS, & BUILDING OFFICIAL MECHANICAL EQUIP. TO ENSURE PROPER PLACEMENT OF CONCRETE TO 7.2 MATERIALS
A. INSTRUCT ADWCOMM’S REP. IN STARTUP, OPERATION & MAINTENANCE INSPECTORS AND INFORM ADWCOMM WITHIN 24 HRS. OF INSPECTION
PREVENT ANY VOIDS OR HONEYCOMBS.
OF ELECTRICAL SYSTEMS & EQUIPMENT AS REQUESTED BY OR TEST. A. ALL STRUCTURAL STEEL SHALL BE ASTM A992 (FY = 50 KSI).
OWNER /CLIENT. B. TESTING WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND B.ALL CHANNELS, ANGLES, AND PLATES SHALL BE ASTM A36 (FY
PART 2. EARTH WORK & ROADWAYS TEST CYLINDERS. TOTAL OF 4 CYLINDERS SHALL BE TAKEN DURING PART 4. FOUNDATION / FOOTING NOTES = 36 KSI)
without EACH POUR OR FOR EACH 50 YARDS IF POUR IS OVER 50 YARDS.
2.1 EXECUTION A. ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS AS NOTED IN C.ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36 KSI) OR ASTM
THE 1ST CYLINDER WILL BE BROKEN AT 7 DAYS, 2ND AND SRD AT
28 DAYS. LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE THE CIVIL/STRUCTURAL DESIGN CRITERIA PER PROJECT SITE SPECIFIC A53, TYPE E OR S, GRADE B (FY = 35 KSI). (NOTE: ALL PLATE
A.IT |S SUBCONTRACTOR’S SOLE RESPONSIBILITY TO CALL LOCAL
format USE IF NECESSARY. GEOTECHNICAL INVESTIGATION REPORT. IN MOMENT CONNECTIONS, BRACED FRAMES AND ~~ WHERE
LOCATING AUTHORITIES (OR PRIVATE LOCATING SERVICES) AND
OTHERWISE NOTED SHALL BE FY = 50 KSI STEEL).
PERFORM OTHER STEPS AS REQUIRED TO VERIFY LOCATION OF 5.5 REINFORCEMENT B.ALL FOOTINGS SHALL BEAR INTO ORIGINAL (IN-SITU) UNDISTURBED EARTH
any UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN ENTIRE D.ALL TUBE STEEL SHALL BE ASTM A500 GRADE B (FY = 46 KSI).
A. METAL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60. OR UPON ENGINEERED NON-—FROST SUSCEPTIBLE GRANULAR FILL PER
in PROJECT AREA. SUBCONTRACTOR SHALL PLACE THESE ITEMS ON WELDING OF REINFORCEMENT IS PROHIBITED. EMBEDDED METAL SHALL E.ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE.
AS—BUILT DRAWINGS. ENGINEER’S SPECIFICATIONS. SUCH FILL SHALL BE COMPACTED AND
CONFORM TO ASTM AS6. F.ALL CONSTRUCTION PER LATEST AISC HANDBOOK.
PLACED IN LIFTS ACCORDING TO SPECIFICATIONS.
B.ACCESS ROAD, IF REQUIRED, SHALL BE CONSTRUCTED BEFORE ANY
reproduced B.REINFORCING SHALL BE DETAILED, BOLSTERED AND SUPPORTED IN G.ALL EXPANSION AND EPOXY BOLTS TO HAVE 1.C.C. RATING FOR
OTHER WORK ON SITE IS PERMITTED. BRING ROAD TO SUB-—BASE C.NO CONCRETE SHALL BE PLACED IN STANDING WATER OR UPON FROZEN
ACCORDANCE WITH ACI 315, 318 AND PUBLICATION SP—66. MATERIAL INTO WHICH INSTALLATION TAKES PLACE.
COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE ROAD FOR GROUND
PROJECT, AND COMPLETE ROAD AFTER CONSTRUCTION OF SITE IS C.REINFORCING SHALL BE SECURELY ANCHORED TO FORMS AND H. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE
or D.WHERE PLACING NEW FOOTING, FOUNDATION, CMU OR SLABS AGAINST
SUBSTANTIALLY COMPLETE. SPACED FROM FORMS AS FOLLOWS (UNLESS NOTED OTHERWISE): INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT
EXISTING CONCRETE OR CMU CONSTRUCTION: SLOTTED HOLES IN STEEL SECTIONS.
C.SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED WITH CONC. NOT EXPOSED TO EARTH /WEATHER:
disclosed POSITIVE DRAINAGE FLOW AWAY FROM SITE AND EQUIPMENT. ANY D.1 BEFORE PLACING NEW CONCRETE OR CMU AGAINST EXISTING | ALL HIGH STRENGTH BOLTING SHALL BE INSPECTED BY AN
SLABS, JOISTS OR WALLS 3/4”
DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS MUST BE BROUGHT CONCRETE OR CMU, THOROUGHLY CLEAN EXISTING CONCRETE OR CMU INDEPENDENT TESTING LABORATORY.
TO ATTENTION OF ADWCOMM IMMEDIATELY. COLUMNS, BEAMS OR GIRDERS 1-1/2” SURFACES AND APPLY FRESH CONCRETE—TO-EXISTING CONCRETE J.ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID
used,
D.SUBCONTRACTOR SHALL GRUB SITE AREA AND ANY ACCESS ROAD, BONDING AGENT IN ACCORDANCE WITH MFR’S RECOMMENDATIONS. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF
CONC. EXPOSED TO EARTH/WEATHER
be CLEARING AND REMOVING A MIN. OF 6° TO ACHIEVE A STABLE WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL
D.2 DRILL INTO EXISTING COMPETENT CONCRETE OR CMU A MIN. OF 6
SUB-BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR SITE #6 AND LARGER 1-1/2” BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY.
5/8° AND ADHESIVE ANCHOR (SIMPSON EPOXY—TIE, HILT!
cannot AND NOT REUSED IN ANY PART OF THIS PROJECT. AND SMALLER 2” K.ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS
#5 HVA/HIT/HSE OR APPROVED EQUAL) REBAR DOWELS TO MATCH
E.SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES, BE NOTED OTHERWISE. FOR GRADE 60 REINFORCING BARS, USE E90
It WALLS, PIERS AND COLUMNS 2” LOCATIONS AND SPACINGS OF THE NEW CONCRETE REINFORCEMENT SERIES.
EPA REGISTERED LIQUID) COMPOSITION AND OF PRE-EMERGENT
DESIGN. PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO FOOTINGS 3” (HORIZONTAL AND/OR VERTICAL) AS SPECIFIED. L.ALL WELDING PER LATEST AMERICAN WELDING = SOCIETY
project.
ADWCOMM. D.5 WHEN EXCAVATING ADJACENT TO EXISTING FOOTINGS, TAKE CARE TO STANDARDS, (EXCEPT STEEL JOISTS AND JOIST GIRDERS SHALL
DRILLED PIERS 4”
2.2 FILL NOT UNDERMINE EXISTING FOOTINGS WITH EXCAVATIONS STEEPER THAN COMPLY WITH SJl STANDARDS). THESE DRAWINGS DO NOT
specific ALL OTHER PER LATEST EDITION OF ACI 318. 1:1 FROM TOE OF EXISTING FOOTINGS. TIE INTO WITH NEW AS DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE
A. GRAVEL FILL SHALL BE WELL-—GRADED, HARD, DURABLE, NATURAL
SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS SOD RUBBISH, D.PLACE SINGLE CURTAINS OF REINFORCEMENT IN CENTER OF WALLS & SPECIFIED; AND/OR EXTEND ANY EXISTING FOUNDATION DRAINAGE SUBCONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS
a AND OTHER DELETERIOUS OR ORGANIC) MATTER. MATERIAL SHALL SLABS UNLESS OTHERWISE SHOWN. SYSTEMS AS DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN
on ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL
CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS: E.ALL SPLICES IN CONTINUOUS REINFORCING BARS SHALL HAVE THE D.4 POST DRILLED ANCHOR BOLTS SHALL BE STAINLESS STEEL THREADED
(COMPLETE) PENETRATION WELDS SHALL BE TESTED AND
use SIEVE NUMBER 7 PASSING BY WEIGHT FOLLOWING MIN. LAP LENGTH: RODS WITH STAINLESS STEEL NUT AND WASHER UNLESS OTHERWISE
CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. WHEN
for 4” 100 #4: 24” 47: 54” SPECIFIED. UNLESS OTHERWISE SPECIFIED, MINIMUM DRILL/EMBEDMENT STRUCTURAL STEEL IS FURNISHED TO A SPECIFIED MINIMUM YIELD
31” 62 DEPTH (WITH A 4” MIN. EDGE DISTANCE) SHALL BE: POINT GREATER THAN 36 KSI, THE ASTM OR OTHER
solely 1/2” 50 — 85 #5: 48: SPECIFICATION DESIGNATION SHALL BE INCLUDED NEAR THE
HA 40 — 75 #6: 37” #9: 70” DIAMETER (IN) DEPTH (IN.) ERECTION MARK ON EACH SHIPPING ASSEMBLY OR IMPORTANT
CONSTRUCTION COMPONENT, OVER ANY SHOP COAT OF PAINT,
#10 30 — 60 F.FOOTING DOWELS (WHERE REQUIRED) SHALL HAVE LAP LENGTH AS 3/8 3-1/2
PRIOR TO SHIPMENT FROM THE FABRICATOR’S PLANT.
information SPECIFIED ABOVE OR SHALL HAVE STANDARD HOOK EMBEDDED TO
HAO 10 — 30 1/2 4-5/8
BOTTOM OF FOOTING.ALL CONCRETE SHALL BE MECHANICALLY
#10 5 — 20 VIBRATED DURING PLACEMENT TO ASSURE PROPER CONSOLIDATION, 5/8 5
PART 8. NOT USED
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND
#200 0 - 8 3/4 6-5/8
contains UNDER-—FLOOR DUCTS, ETC. MAXIMUM SLUMP 5” FOR CONCRETE WITH
B.FILL DIRT SHALL BE CLEAN & NATURAL, & FREE FROM DELETERIOUS OUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP 7/8 10 PART 9. ANTENNAS AND CABLES
MAT, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL
MAY BE ALLOWED UPON STRUCTURAL ENGINEER’S APPROVAL. 9.1 PROCESS
and DELIVERY TICKETS WILL BE SUBMITTED TO ADWCOMM WITHIN 24 1 12-1/4
UNLESS APPROVED OTHERWISE IN WRITING BY THE RECORD
HOURS FROM DELIVERY. A. SUBCONTRACTOR SHALL RUN LINES AND CONDUITS IN NEAT,
ENGINEER.
C.COMPACTING OF SITE AREAS SHALL BE ACCOMPLISHED BY ORDERLY AND STRAIGHT FASHION PROVIDING ANCHORING AS
G.ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL PART 9. MASONRY NOTES RECOMMENDED BY MANUFACTURER AND WHERE NECESSARY TO
MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY
ADWCOMM POWER—DRIVEN HAND HELD TAMPER. COMPACTED AREAS SHALL BE JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION A. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH PROVISIONS SUPPORT LINES PROPERLY, AND TO RESIST LATERAL WIND &
AT 90% IN ACCORDANCE WITH ASTMD—1557 METHOD C AND TESTED PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 OF IBC CHAPTER 21 AND ACI 530/ASCE 5/TMS 402. HOT WEATHER SEISMIC LOADS AS REQUIRED BY IBC AND ASCE.
SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT
BY INDEPENDENT LABORATORY. IT IS RESPONSIBILITY OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1/ASCE 6/TMS B.THE FOLLOWING TABLE WILL BE USED TO DETERMINE MIN. RADIUS
EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW
of SUBCONTRACTOR TO SCHEDULE TESTING. SCHEDULING FOR A 602, ARTICLE 1.8D. OF EACH CABLE:
CUT.
PROCTOR WILL BE SUBCONTRACTOR’S RESPONSIBILITY, AND MUST BE f'm ANDREW BENDING RADIUS DIAM. OF CABLE CABLE TYPE
item B.MASONRY SHALL DEVELOP 1,500 PSI MIN. COMPRESSIVE STRENGTH
DONE IN TIMELY FASHION TO ASSURE PROJECT WILL NOT BE H. VERTICAL REINFORCING: _PLACE 1 # 5 IN CENTER OF GROUTED CELL
AT CENTER OF WALL, CONTINUOUS FOR FULL HEIGHT OF WALL AT AT 28 DAYS. SPECIAL INSPECTION IS NOT REQUIRED UNLESS OTHERWISE 5” 3/8” BBDGE CATS5E
DELAYED.
SPECIFIED ON THE DRAWINGS.
ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, 1” 1/4” FSJ1
D.FILL AND STONE WILL BE PLACED IN MAX. 8” LIFTS PRIOR TO
proprietary EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED C.DEFORMED REINFORCING BARS SHALL HAVE A MIN. YIELD STRENGTH OF
COMPACTING. 48” O.C. UNLESS NOTED OTHERWISE. TE 60 KSI. 1.25” 1/2” FSJ4
E. TRENCHES SHALL TYPICALLY HAVE 6” BASE OF CLEAN SAND FILL TO AT 8—-O° VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. WIRE D.GROUT SHALL HAVE 2,000 PSI MIN. COMPRESSIVE STRENGTH AT 28 5” 1/2” LDF4
a
is ACCEPT CONDUITS, AND ANOTHER 12” OF CLEAN SAND FILL ON TOP PRODUCTS COMPANY. LAP SPLICES SHALL CONFORM TO THE DAYS. HOLLOW CONCRETE MASONRY UNITS (MEDIUM WEIGHT) SHALL
10” 7/8” LOF5
OF CONDUITS UNLESS SPECIFIED OTHERWISE. REMAINDER OF TRENCH SCHEDULE UNDER “MASONRY” SECTION. DOWEL ALL VERTICAL CONFORM TO ASTM C90, GRADE N, TYPE 1, fm = 1,500 PSI, RUNNING
SHALL HAVE CLEAN COMPATIBLE FILL PLACED IN MAX. LIFTS OF 8” & REINFORCING TO FOUNDATION WITH DOWELS TO MATCH SIZE AND BOND, MORTAR TYPE S, 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY 15” 1-1/4” LDF6
document MECHANICALLY COMPACTED TO 95% DENSITY. METALLIC WARNING SPACING OF VERTICAL REINFORCING. VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND 20” 1-5/8” LDF7
TAPE SHALL BE PLACED ALONG ENTIRE TRENCH. |. HORIZONTAL REINFORCING: 1. #5 IN MINIMUM 8” DEEP GROUTED AGAIN ABOUT 5S MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT
24” 2-1/4" LOF12
F.FINISHED GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF A EXCEEDS 4-0” IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 8-0”.
This
MIN. 12” BEYOND SITE FENCE AND SHALL COVER AREA AS INDICATED. FREESTANDING WALL. PLACE THESE BARS CONTINUOUS — THRU UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN 9.2. COAXIAL CABLE
CONTROL JOINTS PER TYPICAL DETAIL. PROVIDE BENT BARS PER MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS A. COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS.
2.5 ANTI-EROSION
TYPICAL DETAILS, TO MATCH HORIZON TAL BOND BEAM 24-0". CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS,
B.COAXIAL CABLE SHALL BE SUPPORTED INSIDE MONOPOLES WITH
A. DITCHES — USE RIP—RAP IN AREAS WITH SLOPE GREATER THAN 2:1 REINFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN INTERSECTIONS, ENDS, WITHIN 24” OF CONCENTRATED POINTS OF BEARING
(ADWCOMM),. KELLEM”
5	1	150	1	4	2	7609	5537	117	41	87.562195	GRIP
5	1	150	1	4	3	7770	5538	130	40	87.562195	TYPE
5	1	150	1	4	4	7943	5537	302	41	96.271431	PRODUCTS.
2	1	151	0	0	0	7256	5613	1999	98	-1	
3	1	151	1	0	0	7256	5613	1999	98	-1	
4	1	151	1	1	0	7256	5613	1999	41	-1	
5	1	151	1	1	1	7256	5614	285	40	87.386139	C.COAXIAL
5	1	151	1	1	2	7587	5613	206	41	94.920601	CABLES
5	1	151	1	1	3	7840	5614	67	40	94.920601	ON
5	1	151	1	1	4	7957	5614	139	40	96.520378	OPEN
5	1	151	1	1	5	8146	5613	342	41	95.899498	WAVEGUIDES
5	1	151	1	1	6	8535	5614	106	40	96.138290	AND
5	1	151	1	1	7	8689	5614	77	40	95.352852	ICE
5	1	151	1	1	8	8814	5614	226	40	96.149742	BRIDGES
5	1	151	1	1	9	9087	5614	168	40	96.641998	SHALL
4	1	151	1	2	0	7313	5670	1632	41	-1	
5	1	151	1	2	1	7313	5670	62	40	95.829468	BE
5	1	151	1	2	2	7418	5670	209	40	93.278023	SECURE
5	1	151	1	2	3	7670	5670	38	40	92.443420	&
5	1	151	1	2	4	7750	5670	321	40	95.564049	SUPPORTED
5	1	151	1	2	5	8115	5670	66	40	95.906998	AS
5	1	151	1	2	6	8223	5670	276	40	95.906998	INDICATED
5	1	151	1	2	7	8543	5670	67	40	96.150146	ON
5	1	151	1	2	8	8656	5670	289	41	94.894775	DRAWINGS.
2	1	152	0	0	0	7256	5745	1999	97	-1	
3	1	152	1	0	0	7256	5745	1999	97	-1	
4	1	152	1	1	0	7256	5745	1999	41	-1	
5	1	152	1	1	1	7256	5745	285	40	91.926003	D.COAXIAL
5	1	152	1	1	2	7606	5745	206	40	95.766228	CABLES
5	1	152	1	1	3	7878	5745	168	40	90.917854	SHALL
5	1	152	1	1	4	8111	5745	62	40	90.917854	BE
5	1	152	1	1	5	8240	5745	292	41	93.297714	GROUNDED
5	1	152	1	1	6	8600	5745	62	40	73.466118	TO
5	1	152	1	1	7	8728	5745	221	40	81.788429	GROUND
5	1	152	1	1	8	9016	5745	105	40	37.242165	BAR
5	1	152	1	1	9	9189	5745	66	40	84.035217	AT
4	1	152	1	2	0	7313	5801	1862	41	-1	
5	1	152	1	2	1	7313	5801	290	40	96.020897	ANTENNAS
5	1	152	1	2	2	7645	5801	158	40	95.903595	USING
5	1	152	1	2	3	7845	5801	313	40	96.199120	GROUNDING
5	1	152	1	2	4	8200	5801	112	40	95.017624	KITS
5	1	152	1	2	5	8354	5801	67	40	95.966797	AS
5	1	152	1	2	6	8463	5801	266	41	94.796753	SPECIFIED
5	1	152	1	2	7	8773	5801	67	40	93.735023	ON
5	1	152	1	2	8	8886	5801	289	40	93.735023	DRAWINGS.
2	1	153	0	0	0	7294	5876	1961	153	-1	
3	1	153	1	0	0	7294	5876	1961	153	-1	
4	1	153	1	1	0	7294	5876	1961	41	-1	
5	1	153	1	1	1	7294	5876	67	40	91.286926	D.1
5	1	153	1	1	2	7481	5876	229	41	95.597084	COAXIAL
5	1	153	1	1	3	7754	5876	206	41	95.775360	CABLES
5	1	153	1	1	4	8005	5876	168	40	96.080414	SHALL
5	1	153	1	1	5	8216	5876	63	40	96.080414	BE
5	1	153	1	1	6	8324	5876	292	40	96.318298	GROUNDED
5	1	153	1	1	7	8663	5876	63	40	94.806519	TO
5	1	153	1	1	8	8771	5876	220	41	94.806519	GROUND
5	1	153	1	1	9	9037	5876	105	40	95.029015	BAR
5	1	153	1	1	10	9189	5876	66	40	96.162048	AT
4	1	153	1	2	0	7481	5932	1774	41	-1	
5	1	153	1	2	1	7481	5933	212	40	96.298973	BOTTOM
5	1	153	1	2	2	7740	5933	65	40	96.054985	OF
5	1	153	1	2	3	7848	5933	175	40	96.054985	TOWER
5	1	153	1	2	4	8069	5933	67	40	93.207710	OR
5	1	153	1	2	5	8181	5933	293	40	90.837959	MONOPOLE
5	1	153	1	2	6	8519	5932	158	41	95.891754	USING
5	1	153	1	2	7	8721	5933	111	40	96.351151	KITS
5	1	153	1	2	8	8876	5932	267	41	95.857559	SPECIFIED
5	1	153	1	2	9	9188	5933	67	40	95.857559	ON
4	1	153	1	3	0	7481	5988	290	41	-1	
5	1	153	1	3	1	7481	5988	290	41	95.981644	DRAWINGS.
2	1	154	0	0	0	7481	6063	1774	154	-1	
3	1	154	1	0	0	7481	6063	1774	154	-1	
4	1	154	1	1	0	7481	6063	1774	41	-1	
5	1	154	1	1	1	7481	6064	229	40	95.991470	COAXIAL
5	1	154	1	1	2	7754	6064	206	40	96.134445	CABLES
5	1	154	1	1	3	8005	6064	168	40	96.392700	SHALL
5	1	154	1	1	4	8216	6064	63	40	94.084106	BE
5	1	154	1	1	5	8324	6063	292	41	94.084106	GROUNDED
5	1	154	1	1	6	8663	6064	63	40	95.932297	TO
5	1	154	1	1	7	8771	6064	220	40	95.309441	GROUND
5	1	154	1	1	8	9037	6064	105	40	94.475510	BAR
5	1	154	1	1	9	9189	6064	66	39	94.475510	AT
4	1	154	1	2	0	7481	6120	1774	41	-1	
5	1	154	1	2	1	7481	6120	323	40	90.846466	BULKHEADS
5	1	154	1	2	2	7881	6120	158	41	88.745605	USING
5	1	154	1	2	3	8117	6120	313	41	62.967960	GROUNDING
5	1	154	1	2	4	8508	6120	111	40	87.952133	KITS
5	1	154	1	2	5	8698	6120	66	40	16.917105	AS
5	1	154	1	2	6	8842	6120	267	40	64.816650	SPECIFIED
5	1	154	1	2	7	9188	6120	67	40	64.816650	ON
4	1	154	1	3	0	7481	6176	290	41	-1	
5	1	154	1	3	1	7481	6176	290	41	96.205086	DRAWINGS.
2	1	155	0	0	0	7181	6251	502	40	-1	
3	1	155	1	0	0	7181	6251	502	40	-1	
4	1	155	1	1	0	7181	6251	502	40	-1	
5	1	155	1	1	1	7181	6251	81	40	77.567703	9.5
5	1	155	1	1	2	7331	6251	170	40	77.567703	CABLE
5	1	155	1	1	3	7544	6251	139	40	96.160866	TRAY
2	1	156	0	0	0	7256	6326	1999	363	-1	
3	1	156	1	0	0	7257	6326	1998	103	-1	
4	1	156	1	1	0	7257	6326	1998	47	-1	
5	1	156	1	1	1	7257	6327	44	39	94.463730	A.
5	1	156	1	1	2	7331	6326	227	40	95.184471	PROVIDE
5	1	156	1	1	3	7608	6326	279	40	95.184471	COMPLETE
5	1	156	1	1	4	7937	6326	170	40	93.884026	CABLE
5	1	156	1	1	5	8157	6326	139	40	96.468483	TRAY
5	1	156	1	1	6	8342	6326	204	40	96.427666	SYSTEM
5	1	156	1	1	7	8600	6326	116	40	96.257240	WITH
5	1	156	1	1	8	8769	6326	190	47	96.103828	BENDS,
5	1	156	1	1	9	9012	6326	243	47	95.334343	FITTINGS,
4	1	156	1	2	0	7313	6382	975	47	-1	
5	1	156	1	2	1	7313	6382	386	47	96.150948	ACCESSORIES,
5	1	156	1	2	2	7745	6383	109	40	94.566246	ETC.
5	1	156	1	2	3	7901	6383	66	40	95.590294	AS
5	1	156	1	2	4	8009	6383	279	43	95.590294	REQUIRED.
3	1	156	2	0	0	7256	6457	1999	232	-1	
4	1	156	2	1	0	7256	6457	1999	41	-1	
5	1	156	2	1	1	7256	6458	281	40	60.847286	B.DESCRIP
5	1	156	2	1	2	7562	6453	478	62	27.618195	TION-—ALUMINUM
5	1	156	2	1	3	8102	6458	169	40	96.558502	ALLOY
5	1	156	2	1	4	8326	6457	429	41	91.377831	CONSTRUCTION.
5	1	156	2	1	5	8817	6458	438	40	73.680656	TYPE-—LADDER
4	1	156	2	2	0	7313	6514	1942	47	-1	
5	1	156	2	2	1	7313	6521	116	39	96.253120	WITH
5	1	156	2	2	2	7478	6514	80	47	90.164429	18°
5	1	156	2	2	3	7604	6521	123	39	96.188469	MAX.
5	1	156	2	2	4	7775	6520	247	41	93.233002	SPACING.
5	1	156	2	2	5	8070	6521	375	40	53.853230	DEPTH-—MIN.
5	1	156	2	2	6	8494	6514	68	46	92.420113	4°.
5	1	156	2	2	7	8610	6521	325	40	66.739182	WIDTH-—AS
5	1	156	2	2	8	8979	6521	276	40	96.106659	INDICATED
4	1	156	2	3	0	7313	6579	1942	58	-1	
5	1	156	2	3	1	7313	6585	66	40	96.413879	ON
5	1	156	2	3	2	7433	6585	276	40	96.149368	DRAWINGS
5	1	156	2	3	3	7759	6579	127	58	95.425896	(MIN.
5	1	156	2	3	4	7940	6579	81	46	92.921066	12”
5	1	156	2	3	5	8072	6585	172	40	91.829597	HORIZ.
5	1	156	2	3	6	8298	6585	158	47	96.975067	RUNS,
5	1	156	2	3	7	8510	6586	102	39	95.063766	MIN.
5	1	156	2	3	8	8666	6579	52	46	92.166794	6”
5	1	156	2	3	9	8770	6585	254	41	93.981224	VERTICAL
5	1	156	2	3	10	9072	6579	183	58	93.138481	RUNS).
4	1	156	2	4	0	7313	6643	977	46	-1	
5	1	156	2	4	1	7313	6649	253	40	92.826332	SUPPORT
5	1	156	2	4	2	7606	6643	286	46	28.279943	SPAN-——8'
5	1	156	2	4	3	7936	6650	102	39	95.395248	MIN.
5	1	156	2	4	4	8084	6649	206	40	96.484665	UNLESS
2	1	157	0	0	0	7294	6064	82	40	-1	
3	1	157	1	0	0	7294	6064	82	40	-1	
4	1	157	1	1	0	7294	6064	82	40	-1	
5	1	157	1	1	1	7294	6064	82	40	91.202736	D.2
2	1	158	0	0	0	9334	322	1135	13	-1	
3	1	158	1	0	0	9334	322	1135	13	-1	
4	1	158	1	1	0	9334	322	1135	13	-1	
5	1	158	1	1	1	9334	322	1135	13	95.000000	 
2	1	159	0	0	0	9526	350	752	750	-1	
3	1	159	1	0	0	9526	350	752	750	-1	
4	1	159	1	1	0	9526	350	752	750	-1	
5	1	159	1	1	1	9526	350	752	750	95.000000	 
2	1	160	0	0	0	9334	1113	1135	13	-1	
3	1	160	1	0	0	9334	1113	1135	13	-1	
4	1	160	1	1	0	9334	1113	1135	13	-1	
5	1	160	1	1	1	9334	1113	1135	13	95.000000	 
2	1	161	0	0	0	9334	1156	1135	13	-1	
3	1	161	1	0	0	9334	1156	1135	13	-1	
4	1	161	1	1	0	9334	1156	1135	13	-1	
5	1	161	1	1	1	9334	1156	1135	13	95.000000	 
2	1	162	0	0	0	9364	1198	1	98	-1	
3	1	162	1	0	0	9364	1198	1	98	-1	
4	1	162	1	1	0	9364	1198	1	98	-1	
5	1	162	1	1	1	9364	1198	1	98	95.000000	 
2	1	163	0	0	0	9449	1365	877	228	-1	
3	1	163	1	0	0	9449	1365	877	228	-1	
4	1	163	1	1	0	9468	1365	839	43	-1	
5	1	163	1	1	1	9468	1365	127	40	78.749588	1503
5	1	163	1	1	2	9637	1365	136	40	95.973076	EAST
5	1	163	1	1	3	9813	1365	305	43	96.048424	ALGONQUIN
5	1	163	1	1	4	10164	1365	143	40	92.841637	ROAD
4	1	163	1	2	0	9462	1427	851	47	-1	
5	1	163	1	2	1	9462	1427	392	47	95.770493	SCHAUMBURG,
5	1	163	1	2	2	9900	1428	209	40	94.727905	ILLINOIS
5	1	163	1	2	3	10151	1428	162	40	96.287605	60196
4	1	163	1	3	0	9489	1490	798	40	-1	
5	1	163	1	3	1	9489	1490	324	40	91.353882	TELEPHONE:
5	1	163	1	3	2	9902	1490	385	40	0.000000	847.576.5000
4	1	163	1	4	0	9449	1553	877	40	-1	
5	1	163	1	4	1	9449	1553	877	40	85.111580	WWW.MOTOROLASOLUTIONS.COM
2	1	164	0	0	0	9365	1199	1045	130	-1	
3	1	164	1	0	0	9365	1199	1045	130	-1	
4	1	164	1	1	0	9365	1199	1045	130	-1	
5	1	164	1	1	1	9365	1199	130	130	63.496540	®
5	1	164	1	1	2	9519	1245	459	43	93.932503	MOTOROLA
5	1	164	1	1	3	10000	1245	410	42	51.333374	SOLUTIONS
2	1	165	0	0	0	9334	1624	1135	13	-1	
3	1	165	1	0	0	9334	1624	1135	13	-1	
4	1	165	1	1	0	9334	1624	1135	13	-1	
5	1	165	1	1	1	9334	1624	1135	13	95.000000	 
2	1	166	0	0	0	9334	1666	1135	13	-1	
3	1	166	1	0	0	9334	1666	1135	13	-1	
4	1	166	1	1	0	9334	1666	1135	13	-1	
5	1	166	1	1	1	9334	1666	1135	13	95.000000	 
2	1	167	0	0	0	9506	1690	790	436	-1	
3	1	167	1	0	0	9506	1690	790	436	-1	
4	1	167	1	1	0	9506	1690	790	436	-1	
5	1	167	1	1	1	9506	1690	790	436	95.000000	 
2	1	168	0	0	0	9355	2157	1085	36	-1	
3	1	168	1	0	0	9355	2157	1085	36	-1	
4	1	168	1	1	0	9355	2157	1085	36	-1	
5	1	168	1	1	1	9355	2157	585	30	77.074501	COMMUNIGATIONS
5	1	168	1	1	2	9975	2157	329	36	0.000000	SERVICES,
5	1	168	1	1	3	10341	2157	99	30	95.352730	ING
2	1	169	0	0	0	9480	2243	843	165	-1	
3	1	169	1	0	0	9480	2243	843	165	-1	
4	1	169	1	1	0	9480	2243	843	47	-1	
5	1	169	1	1	1	9480	2243	163	40	71.434135	143550
5	1	169	1	1	2	9685	2244	45	39	88.021072	N.
5	1	169	1	1	3	9776	2243	119	40	58.238049	87th
5	1	169	1	1	4	9941	2243	91	47	90.836334	ST.,
5	1	169	1	1	5	10078	2243	108	40	93.173149	STE.
5	1	169	1	1	6	10232	2243	91	40	95.380470	145
4	1	169	1	2	0	9559	2305	685	47	-1	
5	1	169	1	2	1	9559	2305	360	47	95.323586	SCOTTSDALE,
5	1	169	1	2	2	9965	2306	66	40	95.323586	AZ
5	1	169	1	2	3	10074	2306	170	40	95.134491	85260
4	1	169	1	3	0	9587	2368	629	40	-1	
5	1	169	1	3	1	9587	2368	195	40	96.561821	PHONE:
5	1	169	1	3	2	9838	2368	378	40	95.984657	480.291.6824
2	1	170	0	0	0	9334	2424	1135	13	-1	
3	1	170	1	0	0	9334	2424	1135	13	-1	
4	1	170	1	1	0	9334	2424	1135	13	-1	
5	1	170	1	1	1	9334	2424	1135	13	95.000000	 
2	1	171	0	0	0	9334	2467	1135	13	-1	
3	1	171	1	0	0	9334	2467	1135	13	-1	
4	1	171	1	1	0	9334	2467	1135	13	-1	
5	1	171	1	1	1	9334	2467	1135	13	95.000000	 
2	1	172	0	0	0	9334	3535	1135	13	-1	
3	1	172	1	0	0	9334	3535	1135	13	-1	
4	1	172	1	1	0	9334	3535	1135	13	-1	
5	1	172	1	1	1	9334	3535	1135	13	95.000000	 
2	1	173	0	0	0	9334	3658	1135	13	-1	
3	1	173	1	0	0	9334	3658	1135	13	-1	
4	1	173	1	1	0	9334	3658	1135	13	-1	
5	1	173	1	1	1	9334	3658	1135	13	95.000000	 
2	1	174	0	0	0	9334	3695	1135	13	-1	
3	1	174	1	0	0	9334	3695	1135	13	-1	
4	1	174	1	1	0	9334	3695	1135	13	-1	
5	1	174	1	1	1	9334	3695	1135	13	95.000000	 
2	1	175	0	0	0	9334	3820	1135	2	-1	
3	1	175	1	0	0	9334	3820	1135	2	-1	
4	1	175	1	1	0	9334	3820	1135	2	-1	
5	1	175	1	1	1	9334	3820	1135	2	95.000000	 
2	1	176	0	0	0	9334	3914	1135	2	-1	
3	1	176	1	0	0	9334	3914	1135	2	-1	
4	1	176	1	1	0	9334	3914	1135	2	-1	
5	1	176	1	1	1	9334	3914	1135	2	95.000000	 
2	1	177	0	0	0	9334	4000	1135	2	-1	
3	1	177	1	0	0	9334	4000	1135	2	-1	
4	1	177	1	1	0	9334	4000	1135	2	-1	
5	1	177	1	1	1	9334	4000	1135	2	95.000000	 
2	1	178	0	0	0	9334	4098	1135	3	-1	
3	1	178	1	0	0	9334	4098	1135	3	-1	
4	1	178	1	1	0	9334	4098	1135	3	-1	
5	1	178	1	1	1	9334	4098	1135	3	95.000000	 
2	1	179	0	0	0	9358	2512	1083	1650	-1	
3	1	179	1	0	0	9358	2512	1083	1650	-1	
4	1	179	1	1	0	9784	2512	235	40	-1	
5	1	179	1	1	1	9784	2512	62	40	94.018433	PE
5	1	179	1	1	2	9888	2512	131	40	96.612221	SEAL
4	1	179	1	2	0	9375	3579	1062	61	-1	
5	1	179	1	2	1	9375	3579	273	61	95.868713	DESIGNER:
5	1	179	1	2	2	10113	3583	170	40	95.979591	JASON
5	1	179	1	2	3	10329	3582	108	41	95.979591	NGO
4	1	179	1	3	0	9736	3741	331	40	-1	
5	1	179	1	3	1	9736	3741	331	40	91.620010	SUBMITTALS
4	1	179	1	4	0	9358	3844	1078	61	-1	
5	1	179	1	4	1	9358	3848	113	40	64.236931	REV.|
5	1	179	1	4	2	9572	3848	134	40	96.421623	DATE
5	1	179	1	4	3	9893	3844	215	61	95.835892	DESCRIP
5	1	179	1	4	4	10132	3848	108	40	95.590988	TION
5	1	179	1	4	5	10368	3848	68	40	93.924904	BY
4	1	179	1	5	0	9401	3938	1040	40	-1	
5	1	179	1	5	1	9401	3938	27	40	66.810577	QO
5	1	179	1	5	2	9474	3934	32	62	91.906670	|
5	1	179	1	5	3	9522	3938	234	40	94.809074	04.24.17
5	1	179	1	5	4	9969	3938	193	40	95.693024	REVIEW
5	1	179	1	5	5	10364	3939	77	39	96.397575	AW
4	1	179	1	6	0	9409	4030	1032	40	-1	
5	1	179	1	6	1	9409	4031	11	39	52.549519	1
5	1	179	1	6	2	9477	4026	27	62	75.022781	|
5	1	179	1	6	3	9526	4030	227	40	92.096649	05.10.17
5	1	179	1	6	4	9919	4030	295	40	96.344574	COMMENTS
5	1	179	1	6	5	10364	4031	77	39	96.397575	AW
4	1	179	1	7	0	9401	4122	1040	40	-1	
5	1	179	1	7	1	9401	4122	27	40	86.206139	2
5	1	179	1	7	2	9474	4118	32	62	86.206139	|
5	1	179	1	7	3	9526	4122	227	40	93.920708	05.16.17
5	1	179	1	7	4	9919	4122	295	40	96.636162	COMMENTS
5	1	179	1	7	5	10364	4123	77	39	96.415474	AW
2	1	180	0	0	0	9334	4184	1135	3	-1	
3	1	180	1	0	0	9334	4184	1135	3	-1	
4	1	180	1	1	0	9334	4184	1135	3	-1	
5	1	180	1	1	1	9334	4184	1135	3	95.000000	 
2	1	181	0	0	0	9334	4270	1135	3	-1	
3	1	181	1	0	0	9334	4270	1135	3	-1	
4	1	181	1	1	0	9334	4270	1135	3	-1	
5	1	181	1	1	1	9334	4270	1135	3	95.000000	 
2	1	182	0	0	0	9488	3820	2	549	-1	
3	1	182	1	0	0	9488	3820	2	549	-1	
4	1	182	1	1	0	9488	3820	2	549	-1	
5	1	182	1	1	1	9488	3820	2	549	95.000000	 
2	1	183	0	0	0	9789	3820	2	549	-1	
3	1	183	1	0	0	9789	3820	2	549	-1	
4	1	183	1	1	0	9789	3820	2	549	-1	
5	1	183	1	1	1	9789	3820	2	549	95.000000	 
2	1	184	0	0	0	10341	3820	3	549	-1	
3	1	184	1	0	0	10341	3820	3	549	-1	
4	1	184	1	1	0	10341	3820	3	549	-1	
5	1	184	1	1	1	10341	3820	3	549	95.000000	 
2	1	185	0	0	0	9334	4356	1135	13	-1	
3	1	185	1	0	0	9334	4356	1135	13	-1	
4	1	185	1	1	0	9334	4356	1135	13	-1	
5	1	185	1	1	1	9334	4356	1135	13	95.000000	 
2	1	186	0	0	0	9334	4393	1135	13	-1	
3	1	186	1	0	0	9334	4393	1135	13	-1	
4	1	186	1	1	0	9334	4393	1135	13	-1	
5	1	186	1	1	1	9334	4393	1135	13	95.000000	 
2	1	187	0	0	0	9357	4435	1095	138	-1	
3	1	187	1	0	0	9357	4435	1095	138	-1	
4	1	187	1	1	0	9393	4435	1024	34	-1	
5	1	187	1	1	1	9393	4435	80	34	95.359322	THE
5	1	187	1	1	2	9508	4435	299	34	94.608551	INFORMATION
5	1	187	1	1	3	9845	4435	252	34	93.642029	CONTAINED
5	1	187	1	1	4	10133	4435	36	33	82.631393	IN
5	1	187	1	1	5	10207	4435	94	34	82.631393	THIS
5	1	187	1	1	6	10336	4435	81	34	92.539078	SET
4	1	187	1	2	0	9358	4486	1093	35	-1	
5	1	187	1	2	1	9358	4487	54	34	96.407005	OF
5	1	187	1	2	2	9446	4486	275	35	94.979721	DOCUMENTS
5	1	187	1	2	3	9755	4487	36	34	83.809761	IS
5	1	187	1	2	4	9825	4487	315	34	96.223480	PROPRIETARY
5	1	187	1	2	5	10172	4487	57	34	96.415642	BY
5	1	187	1	2	6	10261	4487	190	34	96.232750	NATURE.
4	1	187	1	3	0	9357	4538	1095	35	-1	
5	1	187	1	3	1	9357	4539	91	33	96.685059	ANY
5	1	187	1	3	2	9480	4539	84	34	94.883736	USE
5	1	187	1	3	3	9599	4539	56	34	94.883736	OR
5	1	187	1	3	4	9691	4538	278	35	95.946396	DISCLOSURE
5	1	187	1	3	5	10004	4539	144	34	95.946396	OTHER
5	1	187	1	3	6	10184	4539	116	33	64.565422	THAN
5	1	187	1	3	7	10338	4539	114	33	82.379784	THAT
2	1	188	0	0	0	9414	4592	982	39	-1	
3	1	188	1	0	0	9414	4592	982	39	-1	
4	1	188	1	1	0	9414	4592	982	39	-1	
5	1	188	1	1	1	9414	4596	135	35	96.474319	WHICH
5	1	188	1	1	2	9586	4597	196	34	96.332870	RELATES
5	1	188	1	1	3	9818	4597	52	34	96.025078	TO
5	1	188	1	1	4	9905	4597	233	34	87.299255	MARICOPA
5	1	188	1	1	5	10173	4592	223	39	20.698404	COUNTY'S
2	1	189	0	0	0	9457	4649	895	86	-1	
3	1	189	1	0	0	9457	4649	895	86	-1	
4	1	189	1	1	0	9457	4649	895	34	-1	
5	1	189	1	1	1	9457	4649	84	34	96.284645	P25
5	1	189	1	1	2	9576	4649	133	34	95.630081	RADIO
5	1	189	1	1	3	9744	4649	171	34	94.900032	SYSTEM
5	1	189	1	1	4	9953	4649	399	34	94.900032	INFRASTRUCTURE
4	1	189	1	2	0	9488	4701	833	34	-1	
5	1	189	1	2	1	9488	4701	212	34	94.956215	UPGRADE
5	1	189	1	2	2	9735	4701	36	34	87.075798	IS
5	1	189	1	2	3	9805	4701	209	34	95.952644	STRICTLY
5	1	189	1	2	4	10046	4701	275	34	95.952644	PROHIBITED.
2	1	190	0	0	0	9334	322	13	4447	-1	
3	1	190	1	0	0	9334	322	13	4447	-1	
4	1	190	1	1	0	9334	322	13	4447	-1	
5	1	190	1	1	1	9334	322	13	4447	95.000000	 
2	1	191	0	0	0	9334	4756	1135	13	-1	
3	1	191	1	0	0	9334	4756	1135	13	-1	
4	1	191	1	1	0	9334	4756	1135	13	-1	
5	1	191	1	1	1	9334	4756	1135	13	95.000000	 
2	1	192	0	0	0	9334	4793	1135	13	-1	
3	1	192	1	0	0	9334	4793	1135	13	-1	
4	1	192	1	1	0	9334	4793	1135	13	-1	
5	1	192	1	1	1	9334	4793	1135	13	95.000000	 
2	1	193	0	0	0	9296	285	15	6621	-1	
3	1	193	1	0	0	9296	285	15	6621	-1	
4	1	193	1	1	0	9296	285	15	6621	-1	
5	1	193	1	1	1	9296	285	15	6621	95.000000	 
2	1	194	0	0	0	9380	4827	749	58	-1	
3	1	194	1	0	0	9380	4827	749	58	-1	
4	1	194	1	1	0	9380	4827	749	58	-1	
5	1	194	1	1	1	9380	4839	133	39	96.593636	PLOT
5	1	194	1	1	2	9552	4839	147	39	93.956741	DATE:
5	1	194	1	1	3	9895	4827	234	58	77.830894	9/19/17
2	1	195	0	0	0	9334	4911	1135	13	-1	
3	1	195	1	0	0	9334	4911	1135	13	-1	
4	1	195	1	1	0	9334	4911	1135	13	-1	
5	1	195	1	1	1	9334	4911	1135	13	95.000000	 
2	1	196	0	0	0	9334	4948	1135	13	-1	
3	1	196	1	0	0	9334	4948	1135	13	-1	
4	1	196	1	1	0	9334	4948	1135	13	-1	
5	1	196	1	1	1	9334	4948	1135	13	95.000000	 
2	1	197	0	0	0	9745	4990	301	153	-1	
3	1	197	1	0	0	9745	4990	301	153	-1	
4	1	197	1	1	0	9745	4990	301	40	-1	
5	1	197	1	1	1	9745	4990	301	40	82.967285	SITE_CODE:
4	1	197	1	2	0	9820	5084	163	59	-1	
5	1	197	1	2	1	9820	5084	163	59	69.994186	FISH
2	1	198	0	0	0	9740	5035	323	3	-1	
3	1	198	1	0	0	9740	5035	323	3	-1	
4	1	198	1	1	0	9740	5035	323	3	-1	
5	1	198	1	1	1	9740	5035	323	3	95.000000	 
2	1	199	0	0	0	9334	5203	1135	13	-1	
3	1	199	1	0	0	9334	5203	1135	13	-1	
4	1	199	1	1	0	9334	5203	1135	13	-1	
5	1	199	1	1	1	9334	5203	1135	13	95.000000	 
2	1	200	0	0	0	9334	5240	1135	13	-1	
3	1	200	1	0	0	9334	5240	1135	13	-1	
4	1	200	1	1	0	9334	5240	1135	13	-1	
5	1	200	1	1	1	9334	5240	1135	13	95.000000	 
2	1	201	0	0	0	9544	5278	715	157	-1	
3	1	201	1	0	0	9544	5278	715	157	-1	
4	1	201	1	1	0	9742	5278	308	40	-1	
5	1	201	1	1	1	9742	5278	308	40	78.071442	SITE_NAME:
4	1	201	1	2	0	9544	5376	715	59	-1	
5	1	201	1	2	1	9544	5376	163	59	85.292244	FISH
5	1	201	1	2	2	9777	5376	254	59	87.364517	CREEK
5	1	201	1	2	3	10099	5377	160	58	74.868248	HILL
2	1	202	0	0	0	9737	5323	330	2	-1	
3	1	202	1	0	0	9737	5323	330	2	-1	
4	1	202	1	1	0	9737	5323	330	2	-1	
5	1	202	1	1	1	9737	5323	330	2	95.000000	 
2	1	203	0	0	0	9334	5495	1135	13	-1	
3	1	203	1	0	0	9334	5495	1135	13	-1	
4	1	203	1	1	0	9334	5495	1135	13	-1	
5	1	203	1	1	1	9334	5495	1135	13	95.000000	 
2	1	204	0	0	0	9334	5532	1135	13	-1	
3	1	204	1	0	0	9334	5532	1135	13	-1	
4	1	204	1	1	0	9334	5532	1135	13	-1	
5	1	204	1	1	1	9334	5532	1135	13	95.000000	 
2	1	205	0	0	0	9691	5584	409	40	-1	
3	1	205	1	0	0	9691	5584	409	40	-1	
4	1	205	1	1	0	9691	5584	409	40	-1	
5	1	205	1	1	1	9691	5584	107	40	59.417984	SITE
5	1	205	1	1	2	9840	5584	260	40	59.417984	ADDRESS:
2	1	206	0	0	0	9465	5673	865	116	-1	
3	1	206	1	0	0	9465	5673	865	116	-1	
4	1	206	1	1	0	9514	5673	767	46	-1	
5	1	206	1	1	1	9514	5679	265	40	95.614555	LATITUDE:
5	1	206	1	1	2	9834	5679	80	40	96.276955	33°
5	1	206	1	1	3	9954	5673	70	46	59.484558	31°
5	1	206	1	1	4	10068	5673	142	46	63.496098	59.5”
5	1	206	1	1	5	10254	5680	27	39	88.254311	N
4	1	206	1	2	0	9465	5742	865	47	-1	
5	1	206	1	2	1	9465	5749	309	40	95.893723	LONGITUDE:
5	1	206	1	2	2	9830	5749	94	39	95.587349	111°
5	1	206	1	2	3	9964	5742	70	47	67.333321	18
5	1	206	1	2	4	10078	5742	170	47	87.819130	51.93”
5	1	206	1	2	5	10292	5749	38	39	92.921860	W
2	1	207	0	0	0	9531	5812	733	178	-1	
3	1	207	1	0	0	9531	5812	733	178	-1	
4	1	207	1	1	0	9531	5812	733	59	-1	
5	1	207	1	1	1	9531	5819	113	40	95.334915	MILE
5	1	207	1	1	2	9687	5819	139	40	95.334915	POST
5	1	207	1	1	3	9866	5819	98	40	93.169319	222
5	1	207	1	1	4	10007	5812	257	59	90.346497	TOP/FISH
4	1	207	1	2	0	9684	5881	427	40	-1	
5	1	207	1	2	1	9684	5881	170	40	95.273232	CREEK
5	1	207	1	2	2	9898	5882	108	39	93.693008	HILL
5	1	207	1	2	3	10046	5881	65	40	93.693008	CX
4	1	207	1	3	0	9533	5943	729	47	-1	
5	1	207	1	3	1	9533	5943	218	41	96.333549	APACHE
5	1	207	1	3	2	9794	5944	159	46	95.195763	TRAIL,
5	1	207	1	3	3	10000	5944	65	40	95.195763	AZ
5	1	207	1	3	4	10108	5944	154	40	95.667877	85119
2	1	208	0	0	0	9686	5628	431	3	-1	
3	1	208	1	0	0	9686	5628	431	3	-1	
4	1	208	1	1	0	9686	5628	431	3	-1	
5	1	208	1	1	1	9686	5628	431	3	95.000000	 
2	1	209	0	0	0	9334	6002	1135	13	-1	
3	1	209	1	0	0	9334	6002	1135	13	-1	
4	1	209	1	1	0	9334	6002	1135	13	-1	
5	1	209	1	1	1	9334	6002	1135	13	95.000000	 
2	1	210	0	0	0	9334	6039	1135	13	-1	
3	1	210	1	0	0	9334	6039	1135	13	-1	
4	1	210	1	1	0	9334	6039	1135	13	-1	
5	1	210	1	1	1	9334	6039	1135	13	95.000000	 
2	1	211	0	0	0	9725	6081	353	40	-1	
3	1	211	1	0	0	9725	6081	353	40	-1	
4	1	211	1	1	0	9725	6081	353	40	-1	
5	1	211	1	1	1	9725	6081	168	40	94.417099	SHEET
5	1	211	1	1	2	9932	6081	146	40	94.417099	TITLE:
2	1	212	0	0	0	9560	6266	685	59	-1	
3	1	212	1	0	0	9560	6266	685	59	-1	
4	1	212	1	1	0	9560	6266	685	59	-1	
5	1	212	1	1	1	9560	6266	366	59	94.136230	GENERAL
5	1	212	1	1	2	9988	6267	257	58	96.461830	NOTES
2	1	213	0	0	0	9334	6485	1135	13	-1	
3	1	213	1	0	0	9334	6485	1135	13	-1	
4	1	213	1	1	0	9334	6485	1135	13	-1	
5	1	213	1	1	1	9334	6485	1135	13	95.000000	 
2	1	214	0	0	0	9334	6522	1135	13	-1	
3	1	214	1	0	0	9334	6522	1135	13	-1	
4	1	214	1	1	0	9334	6522	1135	13	-1	
5	1	214	1	1	1	9334	6522	1135	13	95.000000	 
2	1	215	0	0	0	9681	6564	441	40	-1	
3	1	215	1	0	0	9681	6564	441	40	-1	
4	1	215	1	1	0	9681	6564	441	40	-1	
5	1	215	1	1	1	9681	6564	168	40	94.524452	SHEET
5	1	215	1	1	2	9888	6564	234	40	96.692642	NUMBER:
2	1	216	0	0	0	9604	6657	595	153	-1	
3	1	216	1	0	0	9604	6657	595	153	-1	
4	1	216	1	1	0	9604	6657	595	153	-1	
5	1	216	1	1	1	9604	6657	595	153	51.212765	GN
5	1	216	1	1	2	9935	6653	89	212	51.212765	=
5	1	216	1	1	3	10094	6653	107	212	87.215363	2
2	1	217	0	0	0	9334	4948	13	1921	-1	
3	1	217	1	0	0	9334	4948	13	1921	-1	
4	1	217	1	1	0	9334	4948	13	1921	-1	
5	1	217	1	1	1	9334	4948	13	1921	95.000000	 
2	1	218	0	0	0	9334	6856	1135	13	-1	
3	1	218	1	0	0	9334	6856	1135	13	-1	
4	1	218	1	1	0	9334	6856	1135	13	-1	
5	1	218	1	1	1	9334	6856	1135	13	95.000000	 
2	1	219	0	0	0	293	6891	10213	17	-1	
3	1	219	1	0	0	293	6891	10213	17	-1	
4	1	219	1	1	0	293	6891	10213	17	-1	
5	1	219	1	1	1	293	6891	10213	17	95.000000	 
2	1	220	0	0	0	10456	322	13	4447	-1	
3	1	220	1	0	0	10456	322	13	4447	-1	
4	1	220	1	1	0	10456	322	13	4447	-1	
5	1	220	1	1	1	10456	322	13	4447	95.000000	 
2	1	221	0	0	0	10456	4948	13	1921	-1	
3	1	221	1	0	0	10456	4948	13	1921	-1	
4	1	221	1	1	0	10456	4948	13	1921	-1	
5	1	221	1	1	1	10456	4948	13	1921	95.000000	 
2	1	222	0	0	0	10493	285	14	6621	-1	
3	1	222	1	0	0	10493	285	14	6621	-1	
4	1	222	1	1	0	10493	285	14	6621	-1	
5	1	222	1	1	1	10493	285	14	6621	95.000000
IN ENTIRE DITCH, AND FOR 6° IN ALL DIRECTIONS AT CULVERT BOND BEAM CONTINUITY. LAP SPLICES SHALL BE AS PER SCHEDULE OR JAMBS, OR OVER OPENINGS UNLESS SPECIFICALLY SHOWN ON THE
OPENINGS & WHERE INDICATED ON PLANS. UNDER “MASONRY” SECTION DO NOT SPLICE WITHIN 87-0” OF STRUCTURAL DRAWINGS. ALL MASONRY BELOW FINISHED FLOOR OR
A.1 SUBCONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS CONTROL JOINTS. PLACE STANDARD WEIGHT (NO. 9 GAGE WIRE) GRADE SHALL BE GROUTED SOLID. LAP SPLICES SHALL BE AS FOLLOWS:
AND SOIL EROSION. EROSION CONTROL SHALL BE PLACED AT INLET DUR-—O-—WAL OR DUR-—O-—WIRE (OR EQUIVALENT) LADDER TYPE JOINT BAR PLACEMENT #4 #5
INC
APPROACH TO ALL NEW OR EXISTING CULVERTS. REINFORCEMENT AT 16” 0.C. IN ALL MASONRY WALLS.
SINGLE BAR PER CELL CENTERED (INCHES) 25 32
A.2 SEED, FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL J.PROVIDE CORNER BARS AT INTERSECTING CORNERS OF WALLS &
Services, OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWELLS NOT FOOTINGS. USE SAME SIZE & SPACING OF HORIZ. REINFORCING AS
OTHERWISE RIP—RAPPED. SEED AND FERTILIZER SHALL BE APPLIED SPECIFIED. .5 SAMPLES OF GROUT SHALL BE TAKEN PER LIFT PREPARED FOR
TO SURFACE CONDITIONS THAT WILL ENCOURAGE ROOTING. PREPARE K.ANCHOR RODS NUTS & WASHERS SHALL CONFORM TO ASTM A3QO7 TESTING IN ACCORDANCE WITH ASTM C1019. BACKFILL OF CMU RETAINING
OR AS6 WALLS SHALL NOT COMMENCE UNTIL 7 DAYS ELAPSED AFTER GROUTING
SURFACE PROPERLY TO ACCEPT SEEDS. SOW SEEDS IN TWO
IS COMPLETE, OR 28 DAY COMPRESSIVE STRENGTH HAS BEEN ATTAINED
OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY L.FLY ASH — IF PERMITTED BY OWNER THEN IT SHALL BE LIMITED TO
AS DETERMINED BY TESTING OF GROUT SAMPLES.
Communications SEED PRODUCER. 20% |IF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT
FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. F.MORTAR SHALL BE TYPE S & HAVE MIN. COMPRESSIVE STRENGTH OF
A.3 SUBCONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF SEEDED 1800 PSI @ 28 DAYS.
5.4. GENERAL
AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH, NET, AND
G.SPLICES ARE NOT PERMITTED IN REINFORCING BARS EXCEPT AS DETAILED
APPROPRIATE LANDSCAPING METHODS. A. CONCRETE SUPPLIER SHALL HAVE APPROVED PLASTICIZER ON TRUCK
OR AUTHORIZED BY STRUCTURAL ENGINEER.
OADW TO AID POURING & PLACING OF PIERS & FOUNDATIONS.
B.AREAS MUST HAVE SUSTAINED GROWTH BY COMPLETION OF PROJECT H. FILL VOIDS AND MASONRY BLOCK CELLS SOLIDLY WITH GROUT U.N.O.
B.AIR ENTRAINING AGENT SHALL BE USED IN CONCRETE EXPOSED TO
FREEZING TEMPERATURES. |. PLACE (2)—#5 REINFORCING BARS AROUND OPENINGS, WITH 2’—8” MIN.
PROJECTION AT EACH END BEYOND OPENING, UNLESS NOTED OTHERWISE.
Copyright
ENCOUNTERED TO PROPERLY DRAIN.

B. THE FOLLOWING TABLE WILL BE USED TO DETERMINE MIN. RADIUS OF
EACH CABLE:
ANDREW BENDING RADIUS DIAM. OF CABLE CABLE TYPE
5” 3/8” BBDGE CATS5SE
permission
1” 1/4” FSut
1.25” 1/2” FSu4
written 5” 1/2” LDF4
10” 7/8” LOF5
prior
15” 1-1/4" LDF6
's
20” 1-5/8” LDF7
24” 2-1/4” LDF12
ADWCOMM 9.2 COAXIAL CABLE
® MOTOROLA SOLUTIONS
A. COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS.
B. COAXIAL CABLE SHALL BE SUPPORTED INSIDE MONOPOLES WITH 1503 EAST ALGONQUIN ROAD
KELLEM”
5	1	8	3	2	2	838	1425	117	40	85.405991	GRIP
5	1	8	3	2	3	999	1425	131	40	85.405991	TYPE
5	1	8	3	2	4	1172	1425	302	41	95.514595	PRODUCTS.
3	1	8	4	0	0	411	1501	2168	97	-1	
4	1	8	4	1	0	411	1501	2168	41	-1	
5	1	8	4	1	1	411	1501	43	41	84.271736	C.
5	1	8	4	1	2	542	1501	229	41	94.637550	COAXIAL
5	1	8	4	1	3	815	1501	206	41	96.072327	CABLES
5	1	8	4	1	4	1066	1501	67	40	96.244049	ON
5	1	8	4	1	5	1182	1501	138	40	95.489952	OPEN
5	1	8	4	1	6	1370	1501	341	40	95.489952	WAVEGUIDES
5	1	8	4	1	7	1757	1501	106	40	96.298904	AND
5	1	8	4	1	8	1910	1501	77	41	96.414215	ICE
5	1	8	4	1	9	2033	1501	226	40	96.596954	BRIDGES
5	1	8	4	1	10	2304	1501	168	40	95.779549	SHALL
5	1	8	4	1	11	2517	1501	62	40	95.779549	BE
4	1	8	4	2	0	542	1557	1527	41	-1	
5	1	8	4	2	1	542	1557	209	41	92.199059	SECURE
5	1	8	4	2	2	794	1558	38	40	92.583008	&
5	1	8	4	2	3	874	1558	320	40	95.646561	SUPPORTED
5	1	8	4	2	4	1239	1558	66	40	96.197655	AS
5	1	8	4	2	5	1347	1557	276	41	95.064087	INDICATED
5	1	8	4	2	6	1667	1558	67	40	95.658081	ON
5	1	8	4	2	7	1779	1557	290	41	93.587952	DRAWINGS.
3	1	8	5	0	0	411	1632	2168	97	-1	
4	1	8	5	1	0	411	1632	2168	41	-1	
5	1	8	5	1	1	411	1633	43	40	91.021523	D.
5	1	8	5	1	2	542	1633	229	40	92.182739	COAXIAL
5	1	8	5	1	3	847	1632	206	41	92.182739	CABLES
5	1	8	5	1	4	1131	1633	168	40	87.600128	SHALL
5	1	8	5	1	5	1376	1633	62	40	91.734627	BE
5	1	8	5	1	6	1517	1632	292	41	90.281342	GROUNDED
5	1	8	5	1	7	1889	1633	62	40	90.281342	TO
5	1	8	5	1	8	2029	1632	221	41	48.991737	GROUND
5	1	8	5	1	9	2329	1633	104	40	40.187382	BAR
5	1	8	5	1	10	2514	1633	65	39	94.396332	AT
4	1	8	5	2	0	542	1688	1863	41	-1	
5	1	8	5	2	1	542	1689	290	40	95.090500	ANTENNAS
5	1	8	5	2	2	874	1689	158	40	95.090500	USING
5	1	8	5	2	3	1074	1688	313	41	96.355247	GROUNDING
5	1	8	5	2	4	1429	1689	112	40	96.168457	KITS
5	1	8	5	2	5	1583	1689	67	40	95.991417	AS
5	1	8	5	2	6	1692	1688	267	41	94.803093	SPECIFIED
5	1	8	5	2	7	2003	1689	66	40	93.662735	ON
5	1	8	5	2	8	2115	1689	290	40	93.662735	DRAWINGS.
3	1	8	6	0	0	448	1763	2132	153	-1	
4	1	8	6	1	0	448	1763	2131	41	-1	
5	1	8	6	1	1	448	1764	67	40	89.487244	D.1
5	1	8	6	1	2	636	1763	228	41	91.053619	COAXIAL
5	1	8	6	1	3	929	1764	206	40	94.698021	CABLES
5	1	8	6	1	4	1201	1764	168	40	94.039497	SHALL
5	1	8	6	1	5	1434	1764	63	40	93.294281	BE
5	1	8	6	1	6	1564	1763	291	41	93.294281	GROUNDED
5	1	8	6	1	7	1924	1764	62	40	91.151611	TO
5	1	8	6	1	8	2053	1763	220	41	56.579041	GROUND
5	1	8	6	1	9	2341	1764	104	40	55.773067	BAR
5	1	8	6	1	10	2514	1764	65	39	91.772636	AT
4	1	8	6	2	0	636	1820	1944	41	-1	
5	1	8	6	2	1	636	1820	211	40	95.826736	BOTTOM
5	1	8	6	2	2	916	1820	64	40	96.092834	OF
5	1	8	6	2	3	1045	1820	175	40	94.704674	TOWER
5	1	8	6	2	4	1287	1820	67	40	90.631081	OR
5	1	8	6	2	5	1421	1820	293	40	90.631081	MONOPOLE
5	1	8	6	2	6	1780	1820	157	41	82.685463	USING
5	1	8	6	2	7	2003	1820	111	40	82.685463	KITS
5	1	8	6	2	8	2179	1820	267	40	79.937950	SPECIFIED
5	1	8	6	2	9	2513	1820	67	40	79.937950	ON
4	1	8	6	3	0	636	1876	289	40	-1	
5	1	8	6	3	1	636	1876	289	40	95.498131	DRAWINGS.
3	1	8	7	0	0	448	1951	2131	97	-1	
4	1	8	7	1	0	448	1951	2131	41	-1	
5	1	8	7	1	1	448	1951	82	40	0.000000	D.2..
5	1	8	7	1	2	636	1951	228	41	86.295273	COAXIAL
5	1	8	7	1	3	929	1951	206	41	86.295273	CABLES
5	1	8	7	1	4	1201	1951	168	40	94.681389	SHALL
5	1	8	7	1	5	1434	1951	63	40	95.503403	BE
5	1	8	7	1	6	1564	1951	291	40	93.752029	GROUNDED
5	1	8	7	1	7	1924	1951	62	40	93.411591	TO
5	1	8	7	1	8	2053	1951	220	40	81.326317	GROUND
5	1	8	7	1	9	2341	1951	104	40	55.539494	BAR
5	1	8	7	1	10	2514	1951	65	40	91.219688	AT
4	1	8	7	2	0	636	2007	1894	41	-1	
5	1	8	7	2	1	636	2008	322	40	95.268578	BULKHEADS
5	1	8	7	2	2	1000	2007	158	41	95.950035	USING
5	1	8	7	2	3	1200	2007	313	41	96.305931	GROUNDING
5	1	8	7	2	4	1555	2008	112	40	95.735390	KITS
5	1	8	7	2	5	1709	2008	67	40	96.377876	AS
5	1	8	7	2	6	1818	2008	267	40	96.167709	SPECIFIED
5	1	8	7	2	7	2128	2008	67	40	94.196709	ON
5	1	8	7	2	8	2241	2007	289	41	94.933418	DRAWINGS.
3	1	8	8	0	0	336	2082	2244	247	-1	
4	1	8	8	1	0	336	2082	502	41	-1	
5	1	8	8	1	1	336	2083	81	40	82.637794	9.5
5	1	8	8	1	2	486	2082	169	41	82.637794	CABLE
5	1	8	8	1	3	699	2083	139	39	95.995743	TRAY
4	1	8	8	2	0	411	2157	2169	47	-1	
5	1	8	8	2	1	411	2158	44	39	90.140862	A.
5	1	8	8	2	2	542	2158	227	40	90.140862	PROVIDE
5	1	8	8	2	3	835	2158	279	40	93.892151	COMPLETE
5	1	8	8	2	4	1180	2158	170	40	93.892151	CABLE
5	1	8	8	2	5	1416	2158	139	39	96.216995	TRAY
5	1	8	8	2	6	1618	2158	204	40	91.512695	SYSTEM
5	1	8	8	2	7	1892	2158	116	39	91.512695	WITH
5	1	8	8	2	8	2077	2158	190	46	62.344749	BENDS,
5	1	8	8	2	9	2336	2157	244	47	92.700500	FITTINGS,
4	1	8	8	3	0	542	2213	975	47	-1	
5	1	8	8	3	1	542	2213	386	47	95.534531	ACCESSORIES,
5	1	8	8	3	2	974	2213	109	41	94.946304	ETC.
5	1	8	8	3	3	1130	2214	66	40	95.613205	AS
5	1	8	8	3	4	1238	2214	279	43	95.613205	REQUIRED.
4	1	8	8	4	0	411	2288	2169	41	-1	
5	1	8	8	4	1	411	2289	43	40	86.145897	B.
5	1	8	8	4	2	542	2288	727	41	30.551323	DESCRIPTION—-—ALUMINUM
5	1	8	8	4	3	1363	2289	169	40	90.113007	ALLOY
5	1	8	8	4	4	1619	2288	429	41	83.065659	CONSTRUCTION.
5	1	8	8	4	5	2142	2289	438	40	32.543453	=TYPE-——LADDER
2	1	9	0	0	0	542	2346	1704	175	-1	
3	1	9	1	0	0	542	2346	1704	175	-1	
4	1	9	1	1	0	542	2346	1704	47	-1	
5	1	9	1	1	1	542	2352	117	40	93.033707	WITH
5	1	9	1	1	2	720	2346	81	46	73.936089	18”
5	1	9	1	1	3	860	2353	124	39	93.672142	MAX.
5	1	9	1	1	4	1046	2352	246	41	92.714798	SPACING.
5	1	9	1	1	5	1354	2352	375	40	37.720169	DEPTH-—MIN.
5	1	9	1	1	6	1791	2346	68	46	92.579681	4°.
5	1	9	1	1	7	1921	2352	325	40	65.571373	WIDTH-—AS
4	1	9	1	2	0	542	2410	1480	58	-1	
5	1	9	1	2	1	542	2416	67	40	95.860146	ON
5	1	9	1	2	2	673	2416	275	41	95.860146	DRAWINGS
5	1	9	1	2	3	1009	2410	127	58	93.930801	(MIN.
5	1	9	1	2	4	1201	2410	81	46	73.350258	12”
5	1	9	1	2	5	1344	2416	172	40	90.434975	HORIZ.
5	1	9	1	2	6	1580	2416	158	47	95.033020	RUNS,
5	1	9	1	2	7	1802	2417	102	39	75.488411	MIN.
5	1	9	1	2	8	1969	2410	53	46	71.892090	6”
4	1	9	1	3	0	542	2474	977	47	-1	
5	1	9	1	3	1	542	2481	254	40	92.937103	SUPPORT
5	1	9	1	3	2	835	2474	286	47	27.624245	SPAN--—8'
5	1	9	1	3	3	1165	2481	102	39	95.446526	MIN.
5	1	9	1	3	4	1313	2481	206	40	96.196411	UNLESS
2	1	10	0	0	0	2084	2352	496	116	-1	
3	1	10	1	0	0	2084	2352	496	116	-1	
4	1	10	1	1	0	2304	2352	276	41	-1	
5	1	10	1	1	1	2304	2352	276	41	96.614067	INDICATED
4	1	10	1	2	0	2084	2410	495	58	-1	
5	1	10	1	2	1	2084	2416	254	41	69.574486	VERTICAL
5	1	10	1	2	2	2397	2410	182	58	85.968346	RUNS).
2	1	11	0	0	0	336	2631	1530	41	-1	
3	1	11	1	0	0	336	2631	1530	41	-1	
4	1	11	1	1	0	336	2631	1530	41	-1	
5	1	11	1	1	1	336	2632	141	39	96.373665	PART
5	1	11	1	1	2	516	2632	70	40	90.937187	10.
5	1	11	1	1	3	636	2632	319	40	96.707016	ELECTRICAL
5	1	11	1	1	4	996	2632	234	40	95.433380	CONDUIT
5	1	11	1	1	5	1270	2632	41	39	91.558403	IN
5	1	11	1	1	6	1357	2631	282	41	91.558403	CONCRETE
5	1	11	1	1	7	1682	2632	184	40	95.336906	SLABS:
2	1	12	0	0	0	411	2707	44	39	-1	
3	1	12	1	0	0	411	2707	44	39	-1	
4	1	12	1	1	0	411	2707	44	39	-1	
5	1	12	1	1	1	411	2707	44	39	86.495483	A.
2	1	13	0	0	0	336	3771	243	39	-1	
3	1	13	1	0	0	336	3771	243	39	-1	
4	1	13	1	1	0	336	3771	243	39	-1	
5	1	13	1	1	1	336	3771	141	39	95.764908	PART
5	1	13	1	1	2	516	3771	63	39	95.850441	11:
2	1	14	0	0	0	411	3853	44	39	-1	
3	1	14	1	0	0	411	3853	44	39	-1	
4	1	14	1	1	0	411	3853	44	39	-1	
5	1	14	1	1	1	411	3853	44	39	84.928329	A.
2	1	15	0	0	0	523	2706	2056	104	-1	
3	1	15	1	0	0	523	2706	2056	104	-1	
4	1	15	1	1	0	523	2706	2056	41	-1	
5	1	15	1	1	1	523	2707	320	40	94.128159	ELECTRICAL
5	1	15	1	1	2	898	2706	234	41	96.098663	CONDUIT
5	1	15	1	1	3	1184	2707	168	40	93.950058	SHALL
5	1	15	1	1	4	1407	2707	63	40	95.559258	BE
5	1	15	1	1	5	1526	2706	131	41	95.040977	RIGID
5	1	15	1	1	6	1715	2707	159	40	95.341263	STEEL
5	1	15	1	1	7	1928	2706	235	41	95.763794	CONDUIT
5	1	15	1	1	8	2215	2707	67	40	77.580215	OR
5	1	15	1	1	9	2340	2707	239	40	77.580215	FLEXIBLE
4	1	15	1	2	0	523	2769	1559	41	-1	
5	1	15	1	2	1	523	2769	218	40	90.949951	PLASTIC
5	1	15	1	2	2	784	2769	245	41	94.940659	CONDUIT.
5	1	15	1	2	3	1075	2770	276	39	95.792786	ALUMINUM
5	1	15	1	2	4	1396	2769	234	41	96.149834	CONDUIT
5	1	15	1	2	5	1670	2769	41	40	95.619057	IS
5	1	15	1	2	6	1753	2769	329	40	84.611397	PROHIBITED.
2	1	16	0	0	0	523	2851	2056	171	-1	
3	1	16	1	0	0	523	2851	2056	171	-1	
4	1	16	1	1	0	523	2851	2056	59	-1	
5	1	16	1	1	1	523	2857	234	41	94.216118	CONDUIT
5	1	16	1	1	2	814	2858	116	39	94.216118	WITH
5	1	16	1	1	3	993	2858	30	39	88.850677	A
5	1	16	1	1	4	1083	2858	245	40	88.850677	MAXIMUM
5	1	16	1	1	5	1391	2858	223	40	95.854393	OUTSIDE
5	1	16	1	1	6	1674	2858	261	40	95.966721	DIAMETER
5	1	16	1	1	7	1996	2858	65	40	96.139496	OF
5	1	16	1	1	8	2119	2851	93	59	91.247269	1/6
5	1	16	1	1	9	2273	2858	151	40	55.275993	TIMES
5	1	16	1	1	10	2483	2858	96	40	87.211212	THE
4	1	16	1	2	0	523	2920	2056	41	-1	
5	1	16	1	2	1	523	2920	133	40	51.540394	SLAB
5	1	16	1	2	2	735	2920	296	41	91.897766	THICKNESS
5	1	16	1	2	3	1108	2921	112	39	95.397537	MAY
5	1	16	1	2	4	1294	2920	62	40	92.688103	BE
5	1	16	1	2	5	1433	2920	285	40	92.688103	EMBEDDED
5	1	16	1	2	6	1796	2921	42	39	75.770264	IN
5	1	16	1	2	7	1918	2920	103	40	84.399727	ONE
5	1	16	1	2	8	2098	2920	167	40	64.074364	LAYER
5	1	16	1	2	9	2344	2920	65	40	71.286926	AT
5	1	16	1	2	10	2483	2920	96	40	88.289024	THE
4	1	16	1	3	0	523	2983	645	39	-1	
5	1	16	1	3	1	523	2983	310	39	75.911659	MID—DEPTH
5	1	16	1	3	2	878	2983	65	39	96.125854	OF
5	1	16	1	3	3	984	2983	184	39	95.887886	SLABS.
2	1	17	0	0	0	523	3063	2057	104	-1	
3	1	17	1	0	0	523	3063	2057	104	-1	
4	1	17	1	1	0	523	3063	2057	41	-1	
5	1	17	1	1	1	523	3064	224	40	96.280762	MINIMUM
5	1	17	1	1	2	810	3064	169	40	91.440109	CLEAR
5	1	17	1	1	3	1040	3063	261	41	89.989822	DISTANCE
5	1	17	1	1	4	1361	3064	242	40	89.989822	BETWEEN
5	1	17	1	1	5	1666	3064	267	40	94.342087	CONDUITS
5	1	17	1	1	6	1993	3064	168	40	94.657906	SHALL
5	1	17	1	1	7	2219	3064	63	40	95.608498	BE
5	1	17	1	1	8	2342	3064	27	40	72.519615	3
5	1	17	1	1	9	2430	3064	150	40	72.519615	TIMES
4	1	17	1	2	0	523	3126	550	41	-1	
5	1	17	1	2	1	523	3126	234	41	95.422829	CONDUIT
5	1	17	1	2	2	796	3126	277	40	93.919388	DIAMETER.
2	1	18	0	0	0	523	3207	1202	103	-1	
3	1	18	1	0	0	523	3207	1202	103	-1	
4	1	18	1	1	0	523	3207	1202	41	-1	
5	1	18	1	1	1	523	3207	234	40	90.321075	CONDUIT
5	1	18	1	1	2	836	3207	168	40	81.115578	SHALL
5	1	18	1	1	3	1084	3207	63	40	66.332466	BE
5	1	18	1	1	4	1229	3207	188	40	68.819603	FIRMLY
5	1	18	1	1	5	1496	3207	229	41	95.998489	CHAIRED
4	1	18	1	2	0	523	3270	938	40	-1	
5	1	18	1	2	1	523	3270	409	40	95.996582	DISPLACEMENT
5	1	18	1	2	2	971	3270	197	40	96.234070	DURING
5	1	18	1	2	3	1211	3270	250	40	90.284584	POURING.
2	1	19	0	0	0	523	3351	2057	109	-1	
3	1	19	1	0	0	523	3351	2057	109	-1	
4	1	19	1	1	0	523	3351	2057	52	-1	
5	1	19	1	1	1	523	3351	170	40	91.789673	PLACE
5	1	19	1	1	2	764	3351	61	52	67.201805	#5
5	1	19	1	1	3	896	3351	65	40	91.111824	AT
5	1	19	1	1	4	1029	3351	55	40	80.982780	12
5	1	19	1	1	5	1155	3351	191	40	57.603283	INCHES
5	1	19	1	1	6	1417	3351	316	40	78.102524	ADDITIONAL
5	1	19	1	1	7	1802	3351	354	41	82.293243	REINFORCING
5	1	19	1	1	8	2227	3351	176	40	89.951073	ABOVE
5	1	19	1	1	9	2474	3351	106	40	89.951073	AND
4	1	19	1	2	0	523	3413	2057	47	-1	
5	1	19	1	2	1	523	3414	190	46	94.011574	BELOW,
5	1	19	1	2	2	771	3413	445	41	94.011574	PERPENDICULAR
5	1	19	1	2	3	1272	3414	63	40	94.027351	TO
5	1	19	1	2	4	1389	3414	97	40	96.155128	THE
5	1	19	1	2	5	1540	3413	245	41	94.483704	CONDUIT.
5	1	19	1	2	6	1843	3414	97	40	95.510872	THE
5	1	19	1	2	7	1995	3414	175	40	80.379784	ADDED
5	1	19	1	2	8	2226	3413	354	41	80.379784	REINFORCING
2	1	20	0	0	0	523	3477	1691	47	-1	
3	1	20	1	0	0	523	3477	1691	47	-1	
4	1	20	1	1	0	523	3477	1691	47	-1	
5	1	20	1	1	1	523	3483	168	40	95.823975	SHALL
5	1	20	1	1	2	732	3483	203	40	95.694008	EXTEND
5	1	20	1	1	3	979	3477	143	46	21.955872	17-0”
5	1	20	1	1	4	1166	3483	139	40	95.282463	PAST
5	1	20	1	1	5	1345	3483	96	40	95.282463	THE
5	1	20	1	1	6	1484	3483	234	41	96.185989	CONDUIT
5	1	20	1	1	7	1757	3483	67	40	96.266495	ON
5	1	20	1	1	8	1870	3483	136	40	94.656090	BOTH
5	1	20	1	1	9	2052	3483	162	40	94.656090	SIDES.
2	1	21	0	0	0	523	3564	2057	166	-1	
3	1	21	1	0	0	523	3564	2057	166	-1	
4	1	21	1	1	0	523	3564	2056	47	-1	
5	1	21	1	1	1	523	3565	99	40	96.003792	FOR
5	1	21	1	1	2	670	3565	234	40	95.810135	CONDUIT
5	1	21	1	1	3	947	3564	206	41	95.810135	PLACED
5	1	21	1	1	4	1201	3565	41	39	95.547340	IN
5	1	21	1	1	5	1292	3565	170	40	95.408005	SLABS
5	1	21	1	1	6	1508	3565	67	40	95.755020	ON
5	1	21	1	1	7	1625	3565	171	40	94.213112	METAL
5	1	21	1	1	8	1841	3564	244	47	94.213112	DECKING,
5	1	21	1	1	9	2134	3564	234	41	92.830566	CONDUIT
5	1	21	1	1	10	2411	3565	168	40	92.830566	SHALL
4	1	21	1	2	0	523	3627	2057	41	-1	
5	1	21	1	2	1	523	3627	104	40	96.216591	RUN
5	1	21	1	2	2	674	3628	42	39	95.119835	IN
5	1	21	1	2	3	763	3627	97	40	95.303543	THE
5	1	21	1	2	4	903	3627	172	40	96.403725	METAL
5	1	21	1	2	5	1117	3627	136	41	96.147194	DECK
5	1	21	1	2	6	1299	3627	195	40	96.059074	FLUTES
5	1	21	1	2	7	1537	3627	99	40	96.230507	PER
5	1	21	1	2	8	1682	3627	96	40	95.940300	THE
5	1	21	1	2	9	1822	3627	220	41	96.417892	TYPICAL
5	1	21	1	2	10	2084	3627	234	41	95.333855	CONDUIT
5	1	21	1	2	11	2358	3628	42	39	88.058937	IN
5	1	21	1	2	12	2447	3627	133	40	88.058937	SLAB
4	1	21	1	3	0	523	3689	699	41	-1	
5	1	21	1	3	1	523	3690	67	40	96.942192	ON
5	1	21	1	3	2	636	3690	171	40	96.318687	METAL
5	1	21	1	3	3	848	3689	136	41	95.727959	DECK
5	1	21	1	3	4	1028	3690	194	40	95.082848	DETAIL.
2	1	22	0	0	0	634	3770	1230	41	-1	
3	1	22	1	0	0	634	3770	1230	41	-1	
4	1	22	1	1	0	634	3770	1230	41	-1	
5	1	22	1	1	1	634	3771	236	40	96.032272	LATERAL
5	1	22	1	1	2	911	3771	282	40	95.769958	PRESSURE
5	1	22	1	1	3	1236	3771	66	40	93.188393	ON
5	1	22	1	1	4	1348	3770	290	41	91.799461	SUBGRADE
5	1	22	1	1	5	1681	3771	183	40	96.337593	WALLS:
2	1	23	0	0	0	524	3852	2055	40	-1	
3	1	23	1	0	0	524	3852	2055	40	-1	
4	1	23	1	1	0	524	3852	2055	40	-1	
5	1	23	1	1	1	524	3852	96	40	96.501656	THE
5	1	23	1	1	2	677	3852	186	40	96.010368	DESIGN
5	1	23	1	1	3	924	3852	318	40	96.174911	PRESSURES
5	1	23	1	1	4	1299	3852	99	40	92.744812	FOR
5	1	23	1	1	5	1456	3852	290	40	92.011452	SUBGRADE
5	1	23	1	1	6	1804	3852	169	40	96.683075	WALLS
5	1	23	1	1	7	2031	3852	101	40	96.056557	ARE
5	1	23	1	1	8	2189	3852	174	40	95.755608	BASED
5	1	23	1	1	9	2422	3852	66	40	95.253914	ON
5	1	23	1	1	10	2549	3853	30	39	95.253914	A
2	1	24	0	0	0	523	3915	2057	485	-1	
3	1	24	1	0	0	523	3915	2057	485	-1	
4	1	24	1	1	0	524	3915	2056	47	-1	
5	1	24	1	1	1	524	3915	282	47	10.215187	“DRAINED”
5	1	24	1	1	2	862	3921	298	41	82.554085	CONDITION.
5	1	24	1	1	3	1264	3922	94	40	82.554085	SEE
5	1	24	1	1	4	1413	3922	125	40	95.116806	CIVIL
5	1	24	1	1	5	1591	3922	106	40	91.761452	AND
5	1	24	1	1	6	1752	3921	347	41	91.761452	MECHANICAL
5	1	24	1	1	7	2151	3922	276	40	94.243774	DRAWINGS
5	1	24	1	1	8	2481	3922	99	40	95.784393	FOR
4	1	24	1	2	0	523	3984	2057	41	-1	
5	1	24	1	2	1	523	3984	290	41	90.779617	SUBGRADE
5	1	24	1	2	2	890	3984	270	41	87.961731	DRAINAGE
5	1	24	1	2	3	1237	3984	222	40	93.127533	SYSTEM.
5	1	24	1	2	4	1539	3984	95	40	87.884193	SEE
5	1	24	1	2	5	1712	3984	407	41	87.884193	GEOTECHNICAL
5	1	24	1	2	6	2194	3984	213	40	83.604156	REPORT
5	1	24	1	2	7	2481	3984	99	40	83.604156	FOR
4	1	24	1	3	0	523	4046	2057	44	-1	
5	1	24	1	3	1	523	4046	347	41	94.278267	COMPACTION
5	1	24	1	3	2	923	4047	411	43	94.278267	REQUIREMENTS
5	1	24	1	3	3	1383	4047	66	39	92.868752	AT
5	1	24	1	3	4	1495	4046	289	41	92.374275	SUBGRADE
5	1	24	1	3	5	1834	4047	184	40	93.090393	WALLS.
5	1	24	1	3	6	2071	4046	289	41	91.573174	SUBGRADE
5	1	24	1	3	7	2410	4047	170	40	96.786163	WALLS
4	1	24	1	4	0	524	4109	2055	41	-1	
5	1	24	1	4	1	524	4109	105	40	88.448875	AND
5	1	24	1	4	2	716	4109	342	41	88.448875	SUPPORTING
5	1	24	1	4	3	1143	4109	170	40	92.233414	SLABS
5	1	24	1	4	4	1398	4109	168	40	80.943771	SHALL
5	1	24	1	4	5	1650	4109	140	40	65.259216	HAVE
5	1	24	1	4	6	1876	4109	257	40	51.251801	ATTAINED
5	1	24	1	4	7	2221	4109	146	40	47.370407	THEIR
5	1	24	1	4	8	2454	4109	125	40	85.031761	FULL
4	1	24	1	5	0	523	4171	2056	41	-1	
5	1	24	1	5	1	523	4171	282	41	89.563026	CONCRETE
5	1	24	1	5	2	904	4171	276	41	75.357857	STRENGTH
5	1	24	1	5	3	1282	4172	205	40	75.357857	BEFORE
5	1	24	1	5	4	1586	4171	227	41	81.476212	PLACING
5	1	24	1	5	5	1912	4172	109	39	88.575928	ANY
5	1	24	1	5	6	2053	4167	22	62	6.963396	~~
5	1	24	1	5	7	2116	4171	264	41	80.695190	BACKFILL.
5	1	24	1	5	8	2441	4167	21	62	30.515762	9
5	1	24	1	5	9	2483	4172	96	40	84.933678	THE
4	1	24	1	6	0	523	4234	2056	41	-1	
5	1	24	1	6	1	523	4234	362	41	90.868637	CONTRACTOR
5	1	24	1	6	2	950	4234	168	40	90.557457	SHALL
5	1	24	1	6	3	1181	4234	227	40	90.557457	PROVIDE
5	1	24	1	6	4	1473	4234	330	40	94.880173	TEMPORARY
5	1	24	1	6	5	1864	4234	213	40	93.967346	BRACES
5	1	24	1	6	6	2141	4234	99	40	77.647507	FOR
5	1	24	1	6	7	2306	4234	170	40	29.461460	WALLS
5	1	24	1	6	8	2487	4230	11	62	21.967640	|
5	1	24	1	6	9	2540	4234	39	40	67.753342	IF
4	1	24	1	7	0	523	4296	2056	41	-1	
5	1	24	1	7	1	523	4296	252	41	90.060036	BACKFILL
5	1	24	1	7	2	843	4297	41	40	86.623962	IS
5	1	24	1	7	3	953	4296	206	41	86.623962	PLACED
5	1	24	1	7	4	1230	4297	205	40	91.260887	BEFORE
5	1	24	1	7	5	1505	4297	170	40	95.929359	WALLS
5	1	24	1	7	6	1744	4297	106	40	50.509575	AND
5	1	24	1	7	7	1920	4297	171	40	43.376091	SLABS
5	1	24	1	7	8	2160	4296	225	41	79.287971	ACHIEVE
5	1	24	1	7	9	2454	4297	125	40	79.287971	FULL
4	1	24	1	8	0	523	4359	618	41	-1	
5	1	24	1	8	1	523	4359	282	41	96.333641	CONCRETE
5	1	24	1	8	2	848	4359	293	40	90.890602	STRENGTH.
2	1	25	0	0	0	1809	3207	770	40	-1	
3	1	25	1	0	0	1809	3207	770	40	-1	
4	1	25	1	1	0	1809	3207	770	40	-1	
5	1	25	1	1	1	1809	3207	106	40	89.176888	AND
5	1	25	1	1	2	1999	3207	107	40	73.178543	TIED
5	1	25	1	1	3	2190	3207	63	40	73.178543	TO
5	1	25	1	1	4	2334	3207	245	40	73.821381	PREVENT
2	1	26	0	0	0	336	4440	780	40	-1	
3	1	26	1	0	0	336	4440	780	40	-1	
4	1	26	1	1	0	336	4440	780	40	-1	
5	1	26	1	1	1	336	4440	141	40	95.791397	PART
5	1	26	1	1	2	516	4440	70	40	95.792503	12:
5	1	26	1	1	3	641	4440	142	40	95.792503	SHOP
5	1	26	1	1	4	827	4440	289	40	96.164848	DRAWINGS:
2	1	27	0	0	0	411	4522	44	39	-1	
3	1	27	1	0	0	411	4522	44	39	-1	
4	1	27	1	1	0	411	4522	44	39	-1	
5	1	27	1	1	1	411	4522	44	39	86.897964	A.
2	1	28	0	0	0	411	4665	43	40	-1	
3	1	28	1	0	0	411	4665	43	40	-1	
4	1	28	1	1	0	411	4665	43	40	-1	
5	1	28	1	1	1	411	4665	43	40	82.260437	B.
2	1	29	0	0	0	523	4521	2057	106	-1	
3	1	29	1	0	0	523	4521	2057	106	-1	
4	1	29	1	1	0	523	4521	2057	41	-1	
5	1	29	1	1	1	523	4522	142	40	94.141380	SHOP
5	1	29	1	1	2	718	4521	276	41	96.219994	DRAWINGS
5	1	29	1	1	3	1046	4522	168	40	94.926460	SHALL
5	1	29	1	1	4	1265	4522	62	40	94.883347	BE
5	1	29	1	1	5	1380	4522	295	40	95.653839	SUBMITTED
5	1	29	1	1	6	1729	4522	99	40	95.391853	FOR
5	1	29	1	1	7	1882	4522	92	40	95.391853	ALL
5	1	29	1	1	8	2025	4521	354	41	95.465836	STRUCTURAL
5	1	29	1	1	9	2429	4522	151	40	95.465836	ITEMS
4	1	29	1	2	0	523	4584	2020	43	-1	
5	1	29	1	2	1	523	4585	42	39	95.145470	IN
5	1	29	1	2	2	611	4584	241	40	93.758614	ADDITION
5	1	29	1	2	3	899	4584	62	40	96.235786	TO
5	1	29	1	2	4	1003	4584	151	40	95.148575	ITEMS
5	1	29	1	2	5	1196	4584	264	43	95.870415	REQUIRED
5	1	29	1	2	6	1503	4584	69	40	95.870415	BY
5	1	29	1	2	7	1611	4584	443	40	96.142670	ARCHITECTURAL
5	1	29	1	2	8	2095	4584	448	40	95.414062	SPECIFICATIONS.
2	1	30	0	0	0	523	4665	2057	165	-1	
3	1	30	1	0	0	523	4665	2057	165	-1	
4	1	30	1	1	0	524	4665	2056	41	-1	
5	1	30	1	1	1	524	4665	96	40	94.149437	THE
5	1	30	1	1	2	684	4665	361	41	90.103439	CONTRACTOR
5	1	30	1	1	3	1110	4665	168	40	91.179749	SHALL
5	1	30	1	1	4	1341	4665	193	40	94.777054	REVIEW
5	1	30	1	1	5	1594	4666	93	39	91.751076	ALL
5	1	30	1	1	6	1749	4665	142	40	87.661987	SHOP
5	1	30	1	1	7	1956	4665	276	40	84.758789	DRAWINGS
5	1	30	1	1	8	2295	4665	156	40	26.364822	PRIOR
5	1	30	1	1	9	2517	4665	63	40	92.134827	TO
4	1	30	1	2	0	523	4727	2057	41	-1	
5	1	30	1	2	1	523	4728	309	40	89.180695	SUBMITTAL.
5	1	30	1	2	2	915	4728	150	40	89.180695	ITEMS
5	1	30	1	2	3	1109	4728	105	40	96.609131	NOT
5	1	30	1	2	4	1255	4728	41	39	79.457779	IN
5	1	30	1	2	5	1344	4727	369	41	79.457779	ACCORDANCE
5	1	30	1	2	6	1757	4728	117	39	96.226334	WITH
5	1	30	1	2	7	1921	4728	289	40	96.457680	CONTRACT
5	1	30	1	2	8	2251	4728	329	40	96.651260	DOCUMENTS
4	1	30	1	3	0	523	4790	1113	40	-1	
5	1	30	1	3	1	523	4790	168	40	95.349693	SHALL
5	1	30	1	3	2	732	4790	63	40	96.418976	BE
5	1	30	1	3	3	837	4790	239	40	95.801468	FLAGGED
5	1	30	1	3	4	1120	4790	143	40	95.801468	UPON
5	1	30	1	3	5	1309	4790	81	40	91.057983	HIS
5	1	30	1	3	6	1432	4790	204	40	91.057983	REVIEW.
2	1	31	0	0	0	524	4871	2055	104	-1	
3	1	31	1	0	0	524	4871	2055	104	-1	
4	1	31	1	1	0	524	4871	2055	41	-1	
5	1	31	1	1	1	524	4872	183	40	96.025604	VERIFY
5	1	31	1	1	2	758	4872	93	40	92.266655	ALL
5	1	31	1	1	3	903	4872	324	40	92.266655	DIMENSIONS
5	1	31	1	1	4	1281	4872	116	39	94.990639	WITH
5	1	31	1	1	5	1455	4871	298	41	94.990639	ARCHITECT
5	1	31	1	1	6	1804	4872	106	40	79.226631	AND
5	1	31	1	1	7	1966	4872	92	40	79.226631	ALL
5	1	31	1	1	8	2110	4872	237	40	82.308105	FINISHED
5	1	31	1	1	9	2402	4871	177	41	92.630966	GRADE
4	1	31	1	2	0	524	4934	617	41	-1	
5	1	31	1	2	1	524	4934	116	40	92.260017	WITH
5	1	31	1	2	2	686	4934	125	41	96.026520	CIVIL
5	1	31	1	2	3	852	4934	289	40	89.207497	DRAWINGS.
2	1	32	0	0	0	523	5015	2057	235	-1	
3	1	32	1	0	0	523	5015	2057	235	-1	
4	1	32	1	1	0	524	5015	2055	47	-1	
5	1	32	1	1	1	524	5016	108	39	92.834427	ANY
5	1	32	1	1	2	700	5015	269	47	92.834427	CHANGES,
5	1	32	1	1	3	1044	5015	432	47	91.673248	SUBSTITUTIONS,
5	1	32	1	1	4	1551	5015	67	40	75.791748	OR
5	1	32	1	1	5	1691	5015	313	40	75.791748	DEVIATIONS
5	1	32	1	1	6	2075	5015	140	40	87.315002	FROM
5	1	32	1	1	7	2290	5015	289	40	87.315002	CONTRACT
4	1	32	1	2	0	523	5077	2056	41	-1	
5	1	32	1	2	1	523	5078	329	40	96.042336	DOCUMENTS
5	1	32	1	2	2	898	5078	169	40	93.375610	SHALL
5	1	32	1	2	3	1111	5078	63	40	93.375610	BE
5	1	32	1	2	4	1221	5077	245	41	95.608070	CLOUDED
5	1	32	1	2	5	1514	5078	68	40	96.215988	BY
5	1	32	1	2	6	1625	5077	440	41	96.436256	MANUFACTURER
5	1	32	1	2	7	2113	5078	66	40	93.111557	OR
5	1	32	1	2	8	2227	5077	352	41	91.164307	FABRICATOR.
4	1	32	1	3	0	524	5140	2056	41	-1	
5	1	32	1	3	1	524	5141	108	39	96.131973	ANY
5	1	32	1	3	2	671	5140	65	40	95.656090	OF
5	1	32	1	3	3	777	5140	96	40	96.075058	THE
5	1	32	1	3	4	917	5140	484	40	95.688042	AFOREMENTIONED
5	1	32	1	3	5	1445	5140	161	41	96.092606	WHICH
5	1	32	1	3	6	1653	5140	101	40	95.321060	ARE
5	1	32	1	3	7	1797	5140	105	40	96.471405	NOT
5	1	32	1	3	8	1941	5140	246	41	96.412308	CLOUDED
5	1	32	1	3	9	2231	5140	67	40	96.857018	OR
5	1	32	1	3	10	2342	5140	238	40	96.578171	FLAGGED
4	1	32	1	4	0	523	5202	2057	48	-1	
5	1	32	1	4	1	523	5203	68	40	96.182053	BY
5	1	32	1	4	2	656	5202	317	41	85.532150	SUBMITTING
5	1	32	1	4	3	1041	5203	236	47	92.820267	PARTIES,
5	1	32	1	4	4	1349	5203	168	40	92.820267	SHALL
5	1	32	1	4	5	1584	5203	105	40	94.505028	NOT
5	1	32	1	4	6	1754	5203	63	40	91.702209	BE
5	1	32	1	4	7	1885	5203	337	40	83.068253	CONSIDERED
5	1	32	1	4	8	2292	5203	288	40	83.068253	APPROVED
2	1	33	0	0	0	524	5266	2055	128	-1	
3	1	33	1	0	0	524	5266	2055	128	-1	
4	1	33	1	1	0	524	5266	1669	53	-1	
5	1	33	1	1	1	524	5273	164	40	95.546059	AFTER
5	1	33	1	1	2	732	5266	313	47	35.552444	ENGINEER'S
5	1	33	1	1	3	1087	5273	205	46	96.282700	REVIEW,
5	1	33	1	1	4	1337	5273	206	40	96.263252	UNLESS
5	1	33	1	1	5	1586	5273	172	40	96.546234	NOTED
5	1	33	1	1	6	1802	5272	391	41	95.835823	ACCORDINGLY.
4	1	33	1	2	0	524	5353	2055	41	-1	
5	1	33	1	2	1	524	5354	96	40	95.102516	THE
5	1	33	1	2	2	677	5353	259	41	95.102516	ENGINEER
5	1	33	1	2	3	995	5354	106	40	94.443947	HAS
5	1	33	1	2	4	1158	5354	96	40	94.443947	THE
5	1	33	1	2	5	1311	5354	155	40	95.831734	RIGHT
5	1	33	1	2	6	1520	5354	63	40	96.545769	TO
5	1	33	1	2	7	1640	5354	252	40	96.511833	APPROVE
5	1	33	1	2	8	1949	5354	66	40	84.657967	OR
5	1	33	1	2	9	2074	5354	339	40	83.675247	DISAPPROVE
5	1	33	1	2	10	2471	5354	108	39	83.675247	ANY
2	1	34	0	0	0	523	5416	2057	103	-1	
3	1	34	1	0	0	523	5416	2057	103	-1	
4	1	34	1	1	0	523	5416	2057	41	-1	
5	1	34	1	1	1	523	5416	254	41	95.966309	CHANGES
5	1	34	1	1	2	827	5416	63	40	96.421745	TO
5	1	34	1	1	3	938	5416	290	41	96.374321	CONTRACT
5	1	34	1	1	4	1274	5416	329	40	95.922325	DOCUMENTS
5	1	34	1	1	5	1652	5416	66	40	95.357452	AT
5	1	34	1	1	6	1765	5416	228	40	95.357452	ANYTIME
5	1	34	1	1	7	2042	5416	206	40	96.341324	BEFORE
5	1	34	1	1	8	2297	5416	67	40	95.124954	OR
5	1	34	1	1	9	2415	5416	165	40	95.008453	AFTER
4	1	34	1	2	0	523	5479	672	40	-1	
5	1	34	1	2	1	523	5479	142	40	96.101410	SHOP
5	1	34	1	2	2	709	5479	240	40	95.550407	DRAWING
5	1	34	1	2	3	991	5479	204	40	96.133751	REVIEW.
2	1	35	0	0	0	523	5559	2056	104	-1	
3	1	35	1	0	0	523	5559	2056	104	-1	
4	1	35	1	1	0	524	5559	2055	41	-1	
5	1	35	1	1	1	524	5560	96	40	94.677254	THE
5	1	35	1	1	2	670	5560	142	40	94.677254	SHOP
5	1	35	1	1	3	864	5559	276	41	95.667038	DRAWINGS
5	1	35	1	1	4	1190	5560	68	40	95.211067	DO
5	1	35	1	1	5	1308	5560	106	40	95.211067	NOT
5	1	35	1	1	6	1461	5560	241	40	95.115143	REPLACE
5	1	35	1	1	7	1753	5560	96	40	95.115143	THE
5	1	35	1	1	8	1900	5560	289	40	96.199783	CONTRACT
5	1	35	1	1	9	2236	5559	343	41	96.213593	DOCUMENTS.
4	1	35	1	2	0	523	5622	2056	41	-1	
5	1	35	1	2	1	523	5622	151	40	93.007507	ITEMS
5	1	35	1	2	2	722	5622	223	40	93.007507	OMITTED
5	1	35	1	2	3	995	5622	67	40	94.291168	OR
5	1	35	1	2	4	1112	5622	185	40	90.381378	SHOWN
5	1	35	1	2	5	1349	5622	370	41	90.381378	INCORRECTLY
5	1	35	1	2	6	1765	5622	105	40	94.039314	AND
5	1	35	1	2	7	1921	5622	102	40	94.039314	ARE
5	1	35	1	2	8	2072	5622	105	40	96.199486	NOT
5	1	35	1	2	9	2223	5622	238	41	95.889305	FLAGGED
5	1	35	1	2	10	2511	5622	68	40	96.079300	BY
2	1	36	0	0	0	523	5685	2056	173	-1	
3	1	36	1	0	0	523	5685	2056	173	-1	
4	1	36	1	1	0	524	5685	2055	40	-1	
5	1	36	1	1	1	524	5685	96	40	93.689148	THE
5	1	36	1	1	2	702	5685	353	40	83.928284	STRUCTURAL
5	1	36	1	1	3	1135	5685	260	40	78.464310	ENGINEER
5	1	36	1	1	4	1478	5685	67	40	47.119541	OR
5	1	36	1	1	5	1628	5685	298	40	90.660439	ARCHITECT
5	1	36	1	1	6	2005	5685	102	40	94.004761	ARE
5	1	36	1	1	7	2188	5685	106	40	75.257591	NOT
5	1	36	1	1	8	2373	5685	62	40	0.000000	TO
5	1	36	1	1	9	2517	5685	62	40	96.128716	BE
4	1	36	1	2	0	523	5747	2056	41	-1	
5	1	36	1	2	1	523	5747	337	40	84.744064	CONSIDERED
5	1	36	1	2	2	936	5747	254	41	84.744064	CHANGES
5	1	36	1	2	3	1266	5747	62	40	90.435524	TO
5	1	36	1	2	4	1403	5747	290	41	90.435524	CONTRACT
5	1	36	1	2	5	1764	5747	344	41	93.810364	DOCUMENTS.
5	1	36	1	2	6	2253	5747	41	40	84.431801	IT
5	1	36	1	2	7	2366	5747	42	40	49.290230	IS
5	1	36	1	2	8	2483	5747	96	40	83.037758	THE
4	1	36	1	3	0	523	5810	2056	48	-1	
5	1	36	1	3	1	523	5810	415	48	26.201138	CONTRACTOR'S
5	1	36	1	3	2	1040	5817	433	40	65.699631	RESPONSIBILITY
5	1	36	1	3	3	1572	5817	63	40	86.189674	TO
5	1	36	1	3	4	1737	5817	145	40	84.010719	MAKE
5	1	36	1	3	5	1984	5817	138	40	76.679245	SURE
5	1	36	1	3	6	2225	5817	150	40	83.190346	ITEMS
5	1	36	1	3	7	2410	5806	30	69	0.000000	~—
5	1	36	1	3	8	2478	5817	101	40	96.168556	ARE
2	1	37	0	0	0	523	5879	1213	41	-1	
3	1	37	1	0	0	523	5879	1213	41	-1	
4	1	37	1	1	0	523	5879	1213	41	-1	
5	1	37	1	1	1	523	5879	392	41	95.009026	CONSTRUCTED
5	1	37	1	1	2	959	5880	63	40	95.009026	TO
5	1	37	1	1	3	1064	5879	290	41	95.814323	CONTRACT
5	1	37	1	1	4	1393	5879	343	41	96.167328	DOCUMENTS.
2	1	38	0	0	0	523	5960	2057	104	-1	
3	1	38	1	0	0	523	5960	2057	104	-1	
4	1	38	1	1	0	524	5960	2056	44	-1	
5	1	38	1	1	1	524	5961	96	40	95.350258	THE
5	1	38	1	1	2	676	5960	296	44	95.504967	ADEQUACY
5	1	38	1	1	3	1024	5961	65	40	96.194046	OF
5	1	38	1	1	4	1143	5960	352	41	93.643646	ENGINEERING
5	1	38	1	1	5	1551	5960	225	41	95.922440	DESIGNS
5	1	38	1	1	6	1832	5961	106	40	80.080490	AND
5	1	38	1	1	7	1995	5961	210	40	90.056847	LAYOUT
5	1	38	1	1	8	2258	5961	322	40	92.695488	PERFORMED
4	1	38	1	2	0	523	6023	1977	41	-1	
5	1	38	1	2	1	523	6023	68	40	95.507477	BY
5	1	38	1	2	2	630	6023	210	40	95.507477	OTHERS
5	1	38	1	2	3	882	6023	167	40	95.461746	RESTS
5	1	38	1	2	4	1091	6023	117	40	92.012123	WITH
5	1	38	1	2	5	1254	6023	96	40	92.012123	THE
5	1	38	1	2	6	1393	6023	281	41	95.414940	DESIGNING
5	1	38	1	2	7	1716	6023	67	40	93.770439	OR
5	1	38	1	2	8	1827	6023	316	40	93.770439	SUBMITTING
5	1	38	1	2	9	2186	6023	314	40	96.507034	AUTHORITY.
2	1	39	0	0	0	523	6104	2057	166	-1	
3	1	39	1	0	0	523	6104	2057	166	-1	
4	1	39	1	1	0	523	6104	2057	41	-1	
5	1	39	1	1	1	523	6104	281	41	94.743317	REVIEWING
5	1	39	1	1	2	859	6105	42	40	94.456818	IS
5	1	39	1	1	3	956	6105	258	40	94.456818	INTENDED
5	1	39	1	1	4	1271	6105	140	40	95.722656	ONLY
5	1	39	1	1	5	1463	6105	67	40	95.510002	AS
5	1	39	1	1	6	1586	6105	66	39	92.681450	AN
5	1	39	1	1	7	1711	6105	81	40	78.451057	AID
5	1	39	1	1	8	1849	6105	63	40	78.451057	TO
5	1	39	1	1	9	1968	6105	96	40	81.737717	THE
5	1	39	1	1	10	2120	6104	361	41	25.680641	CONTRACTOR
5	1	39	1	1	11	2538	6105	42	39	25.680641	IN
4	1	39	1	2	0	523	6167	2057	41	-1	
5	1	39	1	2	1	523	6167	285	41	80.890709	OBTAINING
5	1	39	1	2	2	902	6167	251	41	80.890709	CORRECT
5	1	39	1	2	3	1244	6167	142	40	68.494461	SHOP
5	1	39	1	2	4	1482	6167	290	41	94.666130	DRAWINGS.
5	1	39	1	2	5	1957	6167	432	40	69.122231	RESPONSIBILITY
5	1	39	1	2	6	2481	6167	99	40	96.534286	FOR
4	1	39	1	3	0	523	6229	1495	41	-1	
5	1	39	1	3	1	523	6229	392	41	85.124252	CORRECTNESS
5	1	39	1	3	2	957	6230	168	40	95.932274	SHALL
5	1	39	1	3	3	1166	6230	134	40	95.554260	REST
5	1	39	1	3	4	1340	6230	116	39	93.757721	WITH
5	1	39	1	3	5	1502	6230	96	40	95.488464	THE
5	1	39	1	3	6	1641	6229	377	41	89.589912	CONTRACTOR.
2	1	40	0	0	0	523	6311	1142	59	-1	
3	1	40	1	0	0	523	6311	1142	59	-1	
4	1	40	1	1	0	523	6311	1142	59	-1	
5	1	40	1	1	1	523	6318	274	40	93.199005	DEFERRED
5	1	40	1	1	2	841	6318	345	40	91.506981	SUBMITTALS:
5	1	40	1	1	3	1241	6311	106	59	91.589798	(IBC
5	1	40	1	1	4	1390	6311	275	59	91.515350	106.3.4.2)
2	1	41	0	0	0	523	6399	2056	228	-1	
3	1	41	1	0	0	523	6399	2056	228	-1	
4	1	41	1	1	0	523	6399	2056	47	-1	
5	1	41	1	1	1	523	6399	99	40	96.084908	FOR
5	1	41	1	1	2	680	6399	96	40	95.979721	THE
5	1	41	1	1	3	832	6399	288	40	95.581108	PURPOSES
5	1	41	1	1	4	1175	6399	65	40	95.581108	OF
5	1	41	1	1	5	1294	6399	113	40	95.014954	THIS
5	1	41	1	1	6	1463	6399	238	47	95.427612	SECTION,
5	1	41	1	1	7	1760	6399	274	40	92.179085	DEFERRED
5	1	41	1	1	8	2091	6399	331	40	88.326073	SUBMITTALS
5	1	41	1	1	9	2478	6399	101	40	96.027863	ARE
4	1	41	1	2	0	523	6462	2056	40	-1	
5	1	41	1	2	1	523	6462	219	40	90.561241	DEFINED
5	1	41	1	2	2	811	6462	67	40	82.333412	AS
5	1	41	1	2	3	946	6462	171	40	82.333412	THOSE
5	1	41	1	2	4	1185	6462	266	40	89.106125	PORTIONS
5	1	41	1	2	5	1519	6462	64	40	94.292915	OF
5	1	41	1	2	6	1650	6462	96	40	94.292915	THE
5	1	41	1	2	7	1814	6462	186	40	73.199715	DESIGN
5	1	41	1	2	8	2072	6462	161	40	86.755310	WHICH
5	1	41	1	2	9	2304	6462	102	40	76.007942	ARE
5	1	41	1	2	10	2474	6462	105	40	76.007942	NOT
4	1	41	1	3	0	523	6524	2056	40	-1	
5	1	41	1	3	1	523	6524	295	40	94.915260	SUBMITTED
5	1	41	1	3	2	863	6524	66	40	95.270851	AT
5	1	41	1	3	3	969	6524	96	40	95.270851	THE
5	1	41	1	3	4	1109	6524	114	40	96.442955	TIME
5	1	41	1	3	5	1266	6524	65	40	95.810493	OF
5	1	41	1	3	6	1373	6524	96	40	96.269638	THE
5	1	41	1	3	7	1513	6524	348	40	96.107887	APPLICATION
5	1	41	1	3	8	1908	6524	105	40	96.257095	AND
5	1	41	1	3	9	2058	6524	161	40	95.714699	WHICH
5	1	41	1	3	10	2266	6524	102	40	94.429657	ARE
5	1	41	1	3	11	2411	6524	63	40	94.429657	TO
5	1	41	1	3	12	2517	6524	62	40	96.217186	BE
4	1	41	1	4	0	523	6586	1947	41	-1	
5	1	41	1	4	1	523	6587	295	40	95.758728	SUBMITTED
5	1	41	1	4	2	863	6587	63	40	95.758728	TO
5	1	41	1	4	3	968	6587	96	40	94.677780	THE
5	1	41	1	4	4	1107	6586	242	41	95.776611	BUILDING
5	1	41	1	4	5	1391	6586	232	41	94.684113	OFFICIAL
5	1	41	1	4	6	1665	6587	170	39	93.914307	WITHIN
5	1	41	1	4	7	1881	6587	30	39	93.033936	A
5	1	41	1	4	8	1953	6586	267	41	93.033936	SPECIFIED
5	1	41	1	4	9	2264	6587	206	40	95.760437	PERIOD.
2	1	42	0	0	0	523	6668	2029	165	-1	
3	1	42	1	0	0	523	6668	2029	165	-1	
4	1	42	1	1	0	523	6668	1981	40	-1	
5	1	42	1	1	1	523	6668	275	40	96.085808	DEFERRAL
5	1	42	1	1	2	839	6668	65	40	96.282478	OF
5	1	42	1	1	3	945	6668	109	39	95.769485	ANY
5	1	42	1	1	4	1093	6668	296	40	94.046349	SUBMITTAL
5	1	42	1	1	5	1430	6668	151	40	94.046349	ITEMS
5	1	42	1	1	6	1623	6668	168	40	92.791054	SHALL
5	1	42	1	1	7	1832	6668	140	40	95.080017	HAVE
5	1	42	1	1	8	2014	6668	156	40	89.804657	PRIOR
5	1	42	1	1	9	2215	6668	289	40	95.178802	APPROVAL
4	1	42	1	2	0	523	6730	2029	41	-1	
5	1	42	1	2	1	523	6730	65	40	95.323212	OF
5	1	42	1	2	2	629	6730	96	40	96.341667	THE
5	1	42	1	2	3	768	6730	242	40	96.623344	BUILDING
5	1	42	1	2	4	1052	6730	245	41	92.448608	OFFICIAL.
5	1	42	1	2	5	1343	6730	96	40	95.117989	THE
5	1	42	1	2	6	1483	6730	297	41	96.035423	ARCHITECT
5	1	42	1	2	7	1820	6730	66	40	96.135185	OR
5	1	42	1	2	8	1930	6730	260	41	95.577309	ENGINEER
5	1	42	1	2	9	2234	6730	64	40	95.577309	OF
5	1	42	1	2	10	2339	6730	213	40	95.742668	RECORD
4	1	42	1	3	0	523	6793	1900	40	-1	
5	1	42	1	3	1	523	6793	168	40	95.129715	SHALL
5	1	42	1	3	2	732	6793	107	40	95.449944	LIST
5	1	42	1	3	3	879	6793	96	40	95.815437	THE
5	1	42	1	3	4	1018	6793	274	40	93.243782	DEFERRED
5	1	42	1	3	5	1336	6793	331	40	91.345482	SUBMITTALS
5	1	42	1	3	6	1709	6793	67	40	95.425514	ON
5	1	42	1	3	7	1822	6793	96	40	96.590294	THE
5	1	42	1	3	8	1961	6793	174	40	94.980209	PLANS
5	1	42	1	3	9	2177	6793	106	40	59.904007	AND
5	1	42	1	3	10	2327	6793	96	40	84.723114	THE
2	1	43	0	0	0	2608	285	5	6621	-1	
3	1	43	1	0	0	2608	285	5	6621	-1	
4	1	43	1	1	0	2608	285	5	6621	-1	
5	1	43	1	1	1	2608	285	5	6621	95.000000	 
2	1	44	0	0	0	2836	340	1572	172	-1	
3	1	44	1	0	0	2836	340	1572	172	-1	
4	1	44	1	1	0	2836	340	1495	59	-1	
5	1	44	1	1	1	2836	347	182	40	73.347038	OWNER
5	1	44	1	1	2	3041	340	388	59	73.347038	/CONTRACTOR
5	1	44	1	1	3	3473	347	168	40	93.787376	SHALL
5	1	44	1	1	4	3682	347	197	40	93.787376	SUBMIT
5	1	44	1	1	5	3918	347	96	40	96.864296	THE
5	1	44	1	1	6	4057	347	274	40	95.751518	DEFERRED
4	1	44	1	2	0	2836	409	1572	41	-1	
5	1	44	1	2	1	2836	409	296	40	96.130600	SUBMITTAL
5	1	44	1	2	2	3173	409	329	40	96.310219	DOCUMENTS
5	1	44	1	2	3	3545	409	98	40	95.491562	FOR
5	1	44	1	2	4	3687	409	193	40	95.984726	REVIEW
5	1	44	1	2	5	3920	409	68	40	94.764839	BY
5	1	44	1	2	6	4027	409	96	40	95.971466	THE
5	1	44	1	2	7	4166	409	242	41	95.971466	BUILDING
4	1	44	1	3	0	2836	471	244	41	-1	
5	1	44	1	3	1	2836	471	244	41	95.023773	OFFICIAL.
2	1	45	0	0	0	2836	543	1823	604	-1	
3	1	45	1	0	0	2836	543	1823	604	-1	
4	1	45	1	1	0	2836	543	1823	41	-1	
5	1	45	1	1	1	2836	544	296	40	94.009773	SUBMITTAL
5	1	45	1	1	2	3206	543	329	41	92.922775	DOCUMENTS
5	1	45	1	1	3	3611	544	99	40	69.924568	FOR
5	1	45	1	1	4	3787	544	273	40	69.924568	DEFERRED
5	1	45	1	1	5	4137	544	297	40	66.942390	SUBMITTAL
5	1	45	1	1	6	4508	544	151	40	89.522179	ITEMS
4	1	45	1	2	0	2836	606	1822	41	-1	
5	1	45	1	2	1	2836	606	168	40	96.084686	SHALL
5	1	45	1	2	2	3058	606	63	40	94.417137	BE
5	1	45	1	2	3	3177	606	295	40	95.838890	SUBMITTED
5	1	45	1	2	4	3530	606	63	40	93.000481	TO
5	1	45	1	2	5	3649	606	96	40	93.000481	THE
5	1	45	1	2	6	3802	606	298	41	94.675697	ARCHITECT
5	1	45	1	2	7	4152	606	67	40	94.923569	OR
5	1	45	1	2	8	4277	606	259	40	65.310280	ENGINEER
5	1	45	1	2	9	4594	606	64	40	93.582848	OF
4	1	45	1	3	0	2836	668	1823	41	-1	
5	1	45	1	3	1	2836	668	213	41	92.775246	RECORD
5	1	45	1	3	2	3105	669	112	40	95.484093	WHO
5	1	45	1	3	3	3271	669	168	40	96.288910	SHALL
5	1	45	1	3	4	3492	669	193	40	92.831879	REVIEW
5	1	45	1	3	5	3736	669	136	40	95.538490	THEM
5	1	45	1	3	6	3929	669	106	40	93.968254	AND
5	1	45	1	3	7	4090	669	256	40	66.075195	FORWARD
5	1	45	1	3	8	4402	669	136	40	70.456352	THEM
5	1	45	1	3	9	4596	669	63	40	95.450447	TO
4	1	45	1	4	0	2836	731	1822	41	-1	
5	1	45	1	4	1	2836	731	96	40	96.222473	THE
5	1	45	1	4	2	2990	731	242	40	95.758049	BUILDING
5	1	45	1	4	3	3289	731	232	40	94.611259	OFFICIAL
5	1	45	1	4	4	3577	731	117	40	92.671921	WITH
5	1	45	1	4	5	3755	732	30	39	62.472267	A
5	1	45	1	4	6	3842	731	264	40	62.472267	NOTATION
5	1	45	1	4	7	4166	731	297	41	68.242943	INDICATING
5	1	45	1	4	8	4521	731	137	40	94.665573	THAT
4	1	45	1	5	0	2836	794	1823	40	-1	
5	1	45	1	5	1	2836	794	96	40	96.177681	THE
5	1	45	1	5	2	2981	794	274	40	95.334274	DEFERRED
5	1	45	1	5	3	3305	794	297	40	95.764275	SUBMITTAL
5	1	45	1	5	4	3649	794	329	40	95.866577	DOCUMENTS
5	1	45	1	5	5	4026	794	140	40	96.337471	HAVE
5	1	45	1	5	6	4214	794	133	40	89.787224	BEEN
5	1	45	1	5	7	4399	794	260	40	89.787224	REVIEWED
4	1	45	1	6	0	2836	856	1822	40	-1	
5	1	45	1	6	1	2836	856	106	40	78.707657	AND
5	1	45	1	6	2	3008	856	137	40	90.910881	THAT
5	1	45	1	6	3	3206	856	136	40	94.320435	THEY
5	1	45	1	6	4	3403	856	139	40	92.680122	HAVE
5	1	45	1	6	5	3606	856	133	40	96.474564	BEEN
5	1	45	1	6	6	3807	856	177	40	94.128174	FOUND
5	1	45	1	6	7	4050	856	63	40	65.787476	TO
5	1	45	1	6	8	4177	856	63	40	81.453751	BE
5	1	45	1	6	9	4304	857	42	39	38.795967	IN
5	1	45	1	6	10	4413	856	245	40	95.514168	GENERAL
4	1	45	1	7	0	2836	918	1822	41	-1	
5	1	45	1	7	1	2836	918	409	41	90.748634	CONFORMANCE
5	1	45	1	7	2	3316	919	116	39	91.783188	WITH
5	1	45	1	7	3	3506	919	96	40	91.783188	THE
5	1	45	1	7	4	3672	918	187	41	86.125252	DESIGN
5	1	45	1	7	5	3932	919	65	40	91.023537	OF
5	1	45	1	7	6	4066	919	96	40	86.326492	THE
5	1	45	1	7	7	4232	918	256	41	80.738785	BUILDING.
5	1	45	1	7	8	4562	919	96	40	85.151070	THE
4	1	45	1	8	0	2836	981	1822	40	-1	
5	1	45	1	8	1	2836	981	274	40	93.199028	DEFERRED
5	1	45	1	8	2	3159	981	297	40	94.449455	SUBMITTAL
5	1	45	1	8	3	3502	981	151	40	94.449455	ITEMS
5	1	45	1	8	4	3701	981	168	40	95.826294	SHALL
5	1	45	1	8	5	3916	981	105	40	96.009056	NOT
5	1	45	1	8	6	4066	981	63	40	95.880417	BE
5	1	45	1	8	7	4177	981	283	40	95.603912	INSTALLED
5	1	45	1	8	8	4510	981	148	40	96.093590	UNTIL
4	1	45	1	9	0	2836	1043	1823	41	-1	
5	1	45	1	9	1	2836	1044	147	40	54.331207	THEIR
5	1	45	1	9	2	3064	1043	187	41	92.516006	DESIGN
5	1	45	1	9	3	3335	1044	105	40	73.770119	AND
5	1	45	1	9	4	3522	1044	296	40	94.748680	SUBMITTAL
5	1	45	1	9	5	3897	1044	329	40	86.225792	DOCUMENTS
5	1	45	1	9	6	4306	1044	140	40	67.290665	HAVE
5	1	45	1	9	7	4526	1044	133	40	86.374229	BEEN
4	1	45	1	10	0	2836	1106	1107	41	-1	
5	1	45	1	10	1	2836	1106	288	40	96.074333	APPROVED
5	1	45	1	10	2	3168	1106	68	40	96.074333	BY
5	1	45	1	10	3	3275	1106	97	40	96.675201	THE
5	1	45	1	10	4	3414	1106	242	40	96.325043	BUILDING
5	1	45	1	10	5	3698	1106	245	41	96.425674	OFFICIAL.
2	1	46	0	0	0	2648	1187	1125	40	-1	
3	1	46	1	0	0	2648	1187	1125	40	-1	
4	1	46	1	1	0	2648	1187	1125	40	-1	
5	1	46	1	1	1	2648	1187	141	40	91.985184	PART
5	1	46	1	1	2	2829	1187	69	40	90.304138	13:
5	1	46	1	1	3	2953	1187	274	40	95.785187	DEFERRED
5	1	46	1	1	4	3271	1187	297	40	93.859756	SUBMITTAL
5	1	46	1	1	5	3609	1187	164	40	95.760490	ITEMS:
2	1	47	0	0	0	2724	1269	44	39	-1	
3	1	47	1	0	0	2724	1269	44	39	-1	
4	1	47	1	1	0	2724	1269	44	39	-1	
5	1	47	1	1	1	2724	1269	44	39	79.091949	A.
2	1	48	0	0	0	2836	1268	1823	304	-1	
3	1	48	1	0	0	2836	1268	1823	304	-1	
4	1	48	1	1	0	2836	1268	1823	41	-1	
5	1	48	1	1	1	2836	1269	182	40	93.573738	ENTIRE
5	1	48	1	1	2	3082	1269	289	40	93.573738	CONTRACT
5	1	48	1	1	3	3432	1268	329	41	96.088921	DOCUMENTS
5	1	48	1	1	4	3825	1269	168	40	94.224976	SHALL
5	1	48	1	1	5	4055	1269	62	40	93.875610	BE
5	1	48	1	1	6	4181	1269	137	40	92.872818	USED
5	1	48	1	1	7	4384	1269	62	40	57.136650	TO
5	1	48	1	1	8	4510	1269	149	40	57.136650	BUILD
4	1	48	1	2	0	2836	1331	1823	43	-1	
5	1	48	1	2	1	2836	1331	255	41	92.939041	BUILDING.
5	1	48	1	2	2	3241	1331	144	40	90.571251	SOME
5	1	48	1	2	3	3462	1331	236	41	84.421982	CRITICAL
5	1	48	1	2	4	3774	1331	151	40	93.459991	ITEMS
5	1	48	1	2	5	4002	1331	263	43	85.290382	REQUIRED
5	1	48	1	2	6	4344	1331	68	40	78.222885	BY
5	1	48	1	2	7	4487	1331	172	40	78.222885	OTHER
4	1	48	1	3	0	2836	1393	1823	41	-1	
5	1	48	1	3	1	2836	1393	322	41	92.113495	DISCIPLINES
5	1	48	1	3	2	3211	1394	113	39	96.393364	MAY
5	1	48	1	3	3	3374	1394	106	40	96.385513	NOT
5	1	48	1	3	4	3530	1394	63	40	96.385513	BE
5	1	48	1	3	5	3647	1394	185	40	95.531837	SHOWN
5	1	48	1	3	6	3889	1394	67	40	65.150635	ON
5	1	48	1	3	7	4013	1394	353	40	65.150635	STRUCTURAL
5	1	48	1	3	8	4419	1393	240	41	95.818550	DRAWING
4	1	48	1	4	0	2836	1453	1823	68	-1	
5	1	48	1	4	1	2836	1453	94	68	75.291336	(i.e.
5	1	48	1	4	2	3093	1463	177	40	57.016304	PRE—F
5	1	48	1	4	3	3290	1463	289	40	64.592888	ABRICATED
5	1	48	1	4	4	3740	1459	249	62	95.661598	SHELTER,
5	1	48	1	4	5	4151	1463	159	40	95.581757	STEEL
5	1	48	1	4	6	4467	1463	192	47	95.622993	TOWER,
4	1	48	1	5	0	2836	1525	1823	47	-1	
5	1	48	1	5	1	2836	1525	486	41	60.993443	PRE—ENGINEERED
5	1	48	1	5	2	3380	1525	331	47	95.785614	STRUCTURE,
5	1	48	1	5	3	3770	1526	63	39	93.751869	RF
5	1	48	1	5	4	3888	1525	204	47	93.751869	DESIGN,
5	1	48	1	5	5	4151	1525	347	41	92.870743	MECHANICAL
5	1	48	1	5	6	4553	1526	106	40	93.083458	AND
2	1	49	0	0	0	2836	1589	1218	58	-1	
3	1	49	1	0	0	2836	1589	1218	58	-1	
4	1	49	1	1	0	2836	1589	1218	58	-1	
5	1	49	1	1	1	2836	1595	270	40	95.809486	PLUMBING
5	1	49	1	1	2	3148	1595	188	47	95.939796	LOADS,
5	1	49	1	1	3	3382	1595	254	40	95.603752	SUPPORT
5	1	49	1	1	4	3675	1595	201	40	96.156799	PLATES
5	1	49	1	1	5	3918	1589	136	58	96.870216	ETC.)
2	1	50	0	0	0	2836	1676	1823	229	-1	
3	1	50	1	0	0	2836	1676	1823	229	-1	
4	1	50	1	1	0	2836	1676	1823	41	-1	
5	1	50	1	1	1	2836	1677	150	40	91.031448	ITEMS
5	1	50	1	1	2	3047	1677	185	40	91.031448	SHOWN
5	1	50	1	1	3	3297	1677	68	40	95.579346	BY
5	1	50	1	1	4	3423	1677	172	40	66.411858	OTHER
5	1	50	1	1	5	3658	1676	322	41	66.411858	DISCIPLINES
5	1	50	1	1	6	4042	1677	116	39	85.083473	WITH
5	1	50	1	1	7	4223	1676	311	41	66.923820	REFERENCE
5	1	50	1	1	8	4596	1677	63	40	87.891235	TO
4	1	50	1	2	0	2836	1739	1822	40	-1	
5	1	50	1	2	1	2836	1739	166	40	93.214890	THESE
5	1	50	1	2	2	3063	1739	240	40	92.225388	DRAWING
5	1	50	1	2	3	3363	1739	104	40	92.225388	BUT
5	1	50	1	2	4	3524	1739	106	40	91.602470	NOT
5	1	50	1	2	5	3687	1739	184	40	86.314941	SHOWN
5	1	50	1	2	6	3935	1740	42	39	49.363663	IN
5	1	50	1	2	7	4042	1739	112	40	52.918442	THIS)
5	1	50	1	2	8	4215	1739	96	40	93.702469	SET
5	1	50	1	2	9	4368	1739	168	40	79.516594	SHALL
5	1	50	1	2	10	4596	1739	62	40	94.305336	BE
4	1	50	1	3	0	2836	1801	1822	41	-1	
5	1	50	1	3	1	2836	1801	336	41	95.388695	CONSIDERED
5	1	50	1	3	2	3231	1801	186	41	94.382050	DESIGN
5	1	50	1	3	3	3478	1802	149	40	91.662178	BUILD
5	1	50	1	3	4	3685	1802	165	40	89.364319	ITEMS.
5	1	50	1	3	5	3911	1801	520	41	66.590508	SUB—CONTRACTOR
5	1	50	1	3	6	4490	1802	168	40	95.719955	SHALL
4	1	50	1	4	0	2836	1864	1173	41	-1	
5	1	50	1	4	1	2836	1864	196	40	95.486732	SUBMIT
5	1	50	1	4	2	3071	1864	187	41	95.556473	DESIGN
5	1	50	1	4	3	3303	1864	69	40	96.133667	BY
5	1	50	1	4	4	3411	1864	209	40	96.133667	OTHERS
5	1	50	1	4	5	3662	1864	99	40	96.456909	FOR
5	1	50	1	4	6	3805	1864	204	40	96.456909	REVIEW.
2	1	51	0	0	0	2836	1945	1823	761	-1	
3	1	51	1	0	0	2836	1945	1823	761	-1	
4	1	51	1	1	0	2836	1945	1822	41	-1	
5	1	51	1	1	1	2836	1945	96	40	95.294022	THE
5	1	51	1	1	2	2977	1945	353	41	92.511688	STRUCTURAL
5	1	51	1	1	3	3373	1945	411	41	92.511688	CONSTRUCTION
5	1	51	1	1	4	3832	1945	329	41	95.648773	DOCUMENTS
5	1	51	1	1	5	4205	1945	316	40	76.804428	REPRESENT
5	1	51	1	1	6	4562	1945	96	40	76.804428	THE
4	1	51	1	2	0	2836	2008	1823	40	-1	
5	1	51	1	2	1	2836	2008	236	40	94.915184	FINISHED
5	1	51	1	2	2	3124	2008	331	40	90.914864	STRUCTURE.
5	1	51	1	2	3	3552	2008	135	40	90.914864	THEY
5	1	51	1	2	4	3734	2008	69	40	96.258347	DO
5	1	51	1	2	5	3853	2008	106	40	95.353500	NOT
5	1	51	1	2	6	4006	2008	239	40	94.471397	INDICATE
5	1	51	1	2	7	4297	2008	96	40	95.603760	THE
5	1	51	1	2	8	4444	2008	215	40	96.088188	METHOD
4	1	51	1	3	0	2836	2070	1822	41	-1	
5	1	51	1	3	1	2836	2070	64	40	96.208557	OF
5	1	51	1	3	2	2954	2070	429	41	96.201096	CONSTRUCTION.
5	1	51	1	3	3	3490	2070	96	40	95.464043	THE
5	1	51	1	3	4	3642	2070	361	41	93.745087	CONTRACTOR
5	1	51	1	3	5	4060	2070	168	40	93.786018	SHALL
5	1	51	1	3	6	4282	2070	227	40	80.447006	PROVIDE
5	1	51	1	3	7	4566	2071	92	39	80.447006	ALL
4	1	51	1	4	0	2836	2132	1823	41	-1	
5	1	51	1	4	1	2836	2133	290	40	96.593742	MEASURES
5	1	51	1	4	2	3175	2133	323	40	95.750237	NECESSARY
5	1	51	1	4	3	3545	2133	63	40	96.496216	TO
5	1	51	1	4	4	3658	2133	244	40	93.723076	PROTECT
5	1	51	1	4	5	3949	2133	96	40	93.723076	THE
5	1	51	1	4	6	4095	2132	317	41	96.342476	STRUCTURE
5	1	51	1	4	7	4462	2132	197	41	96.397896	DURING
4	1	51	1	5	0	2836	2195	1822	47	-1	
5	1	51	1	5	1	2836	2195	428	41	94.922180	CONSTRUCTION.
5	1	51	1	5	2	3360	2195	140	41	0.000000	SUCH
5	1	51	1	5	3	3554	2195	290	40	94.718460	MEASURES
5	1	51	1	5	4	3894	2195	168	40	93.842201	SHALL
5	1	51	1	5	5	4110	2195	238	47	93.842201	INCLUDE,
5	1	51	1	5	6	4402	2195	104	40	95.209282	BUT
5	1	51	1	5	7	4553	2195	105	40	96.348114	NOT
4	1	51	1	6	0	2836	2257	1823	47	-1	
5	1	51	1	6	1	2836	2258	62	40	96.113174	BE
5	1	51	1	6	2	2968	2258	195	40	84.550148	LIMITED
5	1	51	1	6	3	3235	2258	77	46	89.633850	TO,
5	1	51	1	6	4	3385	2257	249	47	94.772804	BRACING,
5	1	51	1	6	5	3707	2257	234	41	93.858963	SHORING
5	1	51	1	6	6	4011	2258	98	40	90.994987	FOR
5	1	51	1	6	7	4181	2258	173	40	90.994987	LOADS
5	1	51	1	6	8	4424	2258	102	40	66.655243	DUE
5	1	51	1	6	9	4596	2258	63	40	87.646156	TO
4	1	51	1	7	0	2836	2320	1823	47	-1	
5	1	51	1	7	1	2836	2320	411	41	93.367035	CONSTRUCTION
5	1	51	1	7	2	3296	2320	318	47	93.367035	EQUIPMENT,
5	1	51	1	7	3	3663	2320	109	41	85.767967	ETC.
5	1	51	1	7	4	3859	2320	97	40	85.767967	THE
5	1	51	1	7	5	4001	2320	354	41	96.364517	STRUCTURAL
5	1	51	1	7	6	4399	2320	260	40	96.480278	ENGINEER
4	1	51	1	8	0	2836	2383	1823	54	-1	
5	1	51	1	8	1	2836	2390	168	40	93.948265	SHALL
5	1	51	1	8	2	3047	2390	106	40	94.873566	NOT
5	1	51	1	8	3	3195	2390	62	40	96.678619	BE
5	1	51	1	8	4	3303	2390	366	40	96.313141	RESPONSIBLE
5	1	51	1	8	5	3714	2390	99	40	96.279678	FOR
5	1	51	1	8	6	3860	2390	96	40	93.140488	THE
5	1	51	1	8	7	4002	2383	415	47	90.625870	CONTRACTOR’S
5	1	51	1	8	8	4462	2390	197	47	96.212143	MEANS,
4	1	51	1	9	0	2836	2452	1822	47	-1	
5	1	51	1	9	1	2836	2452	266	47	93.776939	METHODS,
5	1	51	1	9	2	3184	2452	350	47	91.912308	TECHNIQUES,
5	1	51	1	9	3	3615	2452	320	43	91.912308	SEQUENCES
5	1	51	1	9	4	4013	2452	99	40	92.673759	FOR
5	1	51	1	9	5	4191	2452	325	41	70.532822	PROCEDURE
5	1	51	1	9	6	4594	2452	64	40	95.795448	OF
4	1	51	1	10	0	2836	2514	1822	48	-1	
5	1	51	1	10	1	2836	2514	429	48	96.005661	CONSTRUCTION,
5	1	51	1	10	2	3342	2515	67	40	86.334221	OR
5	1	51	1	10	3	3485	2515	96	40	86.334221	THE
5	1	51	1	10	4	3655	2515	204	40	95.772194	SAFETY
5	1	51	1	10	5	3929	2514	378	41	82.664230	PRECAUTIONS
5	1	51	1	10	6	4381	2515	105	40	68.188393	AND
5	1	51	1	10	7	4562	2515	96	40	90.721825	THE
4	1	51	1	11	0	2836	2578	1823	59	-1	
5	1	51	1	11	1	2836	2584	299	41	73.909691	PROGRAMS
5	1	51	1	11	2	3209	2584	243	41	88.649948	INCIDENT
5	1	51	1	11	3	3524	2585	239	40	94.443420	THERETO
5	1	51	1	11	4	3838	2578	131	59	54.712227	(NOR
5	1	51	1	11	5	4045	2585	168	40	54.712227	SHALL
5	1	51	1	11	6	4287	2585	372	40	82.229530	OBSERVATION
4	1	51	1	12	0	2836	2648	1723	58	-1	
5	1	51	1	12	1	2836	2654	159	40	95.726700	VISITS
5	1	51	1	12	2	3038	2654	63	40	96.026207	TO
5	1	51	1	12	3	3143	2654	96	40	96.189919	THE
5	1	51	1	12	4	3282	2654	107	40	95.481750	SITE
5	1	51	1	12	5	3432	2654	223	41	96.459572	INCLUDE
5	1	51	1	12	6	3698	2654	312	41	96.472488	INSPECTION
5	1	51	1	12	7	4055	2654	65	40	95.979813	OF
5	1	51	1	12	8	4161	2654	166	40	95.979813	THESE
5	1	51	1	12	9	4370	2648	189	58	87.954620	ITEMS).
2	1	52	0	0	0	2836	2735	1823	168	-1	
3	1	52	1	0	0	2836	2735	1823	168	-1	
4	1	52	1	1	0	2836	2735	1823	40	-1	
5	1	52	1	1	1	2836	2735	411	40	92.614143	CONSTRUCTION
5	1	52	1	1	2	3296	2735	298	40	96.217812	MATERIALS
5	1	52	1	1	3	3639	2735	169	40	94.881577	SHALL
5	1	52	1	1	4	3852	2735	63	40	94.881577	BE
5	1	52	1	1	5	3961	2735	212	40	95.479256	SPREAD
5	1	52	1	1	6	4220	2735	106	40	95.479256	OUT
5	1	52	1	1	7	4369	2735	39	40	91.914772	IF
5	1	52	1	1	8	4453	2735	206	40	91.914772	PLACED
4	1	52	1	2	0	2836	2797	1822	41	-1	
5	1	52	1	2	1	2836	2798	66	40	95.262085	ON
5	1	52	1	2	2	2956	2798	214	40	93.796059	FRAMED
5	1	52	1	2	3	3222	2797	429	41	86.166733	CONSTRUCTION.
5	1	52	1	2	4	3748	2798	136	40	86.166733	LOAD
5	1	52	1	2	5	3936	2798	169	40	95.663879	SHALL
5	1	52	1	2	6	4154	2798	105	40	92.411209	NOT
5	1	52	1	2	7	4307	2798	202	40	90.779999	EXCEED
5	1	52	1	2	8	4562	2798	96	40	96.270576	THE
4	1	52	1	3	0	2836	2860	1111	43	-1	
5	1	52	1	3	1	2836	2860	186	41	95.801361	DESIGN
5	1	52	1	3	2	3068	2860	105	40	95.798691	LIVE
5	1	52	1	3	3	3216	2860	136	40	95.937721	LOAD
5	1	52	1	3	4	3396	2860	99	40	95.383575	PER
5	1	52	1	3	5	3539	2860	216	43	95.383575	SQUARE
5	1	52	1	3	6	3798	2860	149	40	96.181694	FOOT.
2	1	53	0	0	0	2836	2941	1823	110	-1	
3	1	53	1	0	0	2836	2941	1823	110	-1	
4	1	53	1	1	0	2836	2941	1823	41	-1	
5	1	53	1	1	1	2836	2942	178	40	95.060226	WHERE
5	1	53	1	1	2	3072	2941	311	41	94.601082	REFERENCE
5	1	53	1	1	3	3440	2942	42	40	95.989479	IS
5	1	53	1	1	4	3539	2942	144	40	95.989479	MADE
5	1	53	1	1	5	3741	2942	63	40	94.448929	TO
5	1	53	1	1	6	3861	2942	233	40	78.153748	VARIOUS
5	1	53	1	1	7	4151	2942	128	40	92.758789	TEST
5	1	53	1	1	8	4333	2942	326	40	96.180977	STANDARDS
4	1	53	1	2	0	2836	3004	1822	47	-1	
5	1	53	1	2	1	2836	3004	99	40	96.293991	FOR
5	1	53	1	2	2	2995	3004	312	47	93.752480	MATERIALS,
5	1	53	1	2	3	3369	3004	140	40	93.752480	SUCH
5	1	53	1	2	4	3571	3004	326	40	96.012566	STANDARDS
5	1	53	1	2	5	3956	3004	168	40	94.799377	SHALL
5	1	53	1	2	6	4182	3004	62	40	85.632668	BE
5	1	53	1	2	7	4304	3004	96	40	85.632668	THE
5	1	53	1	2	8	4460	3004	198	40	96.024368	LATEST
2	1	54	0	0	0	2836	3067	780	59	-1	
3	1	54	1	0	0	2836	3067	780	59	-1	
4	1	54	1	1	0	2836	3067	780	59	-1	
5	1	54	1	1	1	2836	3074	199	40	89.596146	EDITION
5	1	54	1	1	2	3081	3067	221	59	89.596146	AND/OR
5	1	54	1	1	3	3347	3074	269	40	95.406960	ADDENDA.
2	1	55	0	0	0	2836	3155	1823	228	-1	
3	1	55	1	0	0	2836	3155	1823	228	-1	
4	1	55	1	1	0	2836	3155	1823	40	-1	
5	1	55	1	1	1	2836	3155	286	40	94.625916	ESTABLISH
5	1	55	1	1	2	3191	3155	106	40	60.746826	AND
5	1	55	1	1	3	3364	3155	184	40	92.710754	VERIFY
5	1	55	1	1	4	3611	3156	92	39	92.176300	ALL
5	1	55	1	1	5	3767	3155	269	40	92.176300	OPENINGS
5	1	55	1	1	6	4102	3155	105	40	26.749367	AND)
5	1	55	1	1	7	4274	3155	221	40	72.969543	INSERTS
5	1	55	1	1	8	4560	3155	99	40	72.969543	FOR
4	1	55	1	2	0	2836	3217	1822	47	-1	
5	1	55	1	2	1	2836	3217	456	47	91.034637	ARCHITECTURAL,
5	1	55	1	2	2	3371	3217	359	47	91.034637	MECHANICAL,
5	1	55	1	2	3	3809	3217	271	41	91.042297	PLUMBING
5	1	55	1	2	4	4156	3218	105	40	37.191254	AND
5	1	55	1	2	5	4338	3217	320	41	93.555649	ELECTRICAL
4	1	55	1	3	0	2836	3276	1823	62	-1	
5	1	55	1	3	1	2836	3280	116	40	95.459686	WITH
5	1	55	1	3	2	3136	3276	376	62	96.332535	APPROPRIATE
5	1	55	1	3	3	3693	3276	221	62	95.722809	TRADES,
5	1	55	1	3	4	4097	3280	276	40	95.931969	DRAWINGS
5	1	55	1	3	5	4553	3280	106	40	96.510590	AND
4	1	55	1	4	0	2836	3342	1287	41	-1	
5	1	55	1	4	1	2836	3342	511	41	95.526810	SUBCONTRACTORS
5	1	55	1	4	2	3389	3343	156	40	88.264626	PRIOR
5	1	55	1	4	3	3590	3343	62	40	88.264626	TO
5	1	55	1	4	4	3695	3342	428	41	95.977440	CONSTRUCTION.
2	1	56	0	0	0	2836	3424	1822	234	-1	
3	1	56	1	0	0	2836	3424	1822	234	-1	
4	1	56	1	1	0	2836	3424	1822	47	-1	
5	1	56	1	1	1	2836	3431	229	40	94.942680	OPTIONS
5	1	56	1	1	2	3135	3431	101	40	94.942680	ARE
5	1	56	1	1	3	3307	3431	98	40	83.809616	FOR
5	1	56	1	1	4	3477	3424	415	47	0.000000	CONTRACTOR'S
5	1	56	1	1	5	3961	3431	390	40	69.934677	CONVENIENCE.
5	1	56	1	1	6	4486	3431	39	39	62.345558	IF
5	1	56	1	1	7	4594	3431	64	40	44.994408	AE
4	1	56	1	2	0	2836	3493	1822	47	-1	
5	1	56	1	2	1	2836	3493	252	40	93.533707	CHOOSES
5	1	56	1	2	2	3143	3494	67	39	83.268341	AN
5	1	56	1	2	3	3268	3493	208	47	83.268341	OPTION,
5	1	56	1	2	4	3534	3493	362	40	94.354652	CONTRACTOR
5	1	56	1	2	5	3952	3493	168	40	95.588257	SHALL
5	1	56	1	2	6	4174	3493	63	40	95.603333	BE
5	1	56	1	2	7	4292	3493	366	40	93.841499	RESPONSIBLE
4	1	56	1	3	0	2836	3555	1822	41	-1	
5	1	56	1	3	1	2836	3556	99	40	96.480637	FOR
5	1	56	1	3	2	2986	3556	93	40	96.549232	ALL
5	1	56	1	3	3	3127	3556	323	40	95.334412	NECESSARY
5	1	56	1	3	4	3497	3555	254	41	95.334412	CHANGES
5	1	56	1	3	5	3801	3556	106	40	87.758484	AND
5	1	56	1	3	6	3958	3556	168	40	87.758484	SHALL
5	1	56	1	3	7	4174	3555	341	41	74.167747	COORDINATE
5	1	56	1	3	8	4566	3556	92	40	86.552254	ALL
4	1	56	1	4	0	2836	3618	228	40	-1	
5	1	56	1	4	1	2836	3618	228	40	95.611290	DETAILS.
2	1	57	0	0	0	2836	3699	1822	229	-1	
3	1	57	1	0	0	2836	3699	1822	229	-1	
4	1	57	1	1	0	2836	3699	1822	41	-1	
5	1	57	1	1	1	2836	3700	172	40	95.270355	NOTES
5	1	57	1	1	2	3055	3700	105	40	94.502235	AND
5	1	57	1	1	3	3209	3700	215	40	94.502235	DETAILS
5	1	57	1	1	4	3470	3700	67	40	96.696617	ON
5	1	57	1	1	5	3587	3699	276	41	96.623108	DRAWINGS
5	1	57	1	1	6	3910	3700	168	40	89.171135	SHALL
5	1	57	1	1	7	4124	3700	133	40	89.171135	TAKE
5	1	57	1	1	8	4304	3699	354	41	92.871094	PRECEDENCE
4	1	57	1	2	0	2836	3762	1822	41	-1	
5	1	57	1	2	1	2836	3762	136	40	89.233406	OVER
5	1	57	1	2	2	3034	3762	245	41	90.309006	GENERAL
5	1	57	1	2	3	3338	3762	353	41	95.382660	STRUCTURAL
5	1	57	1	2	4	3750	3762	173	40	92.793404	NOTES
5	1	57	1	2	5	3983	3762	106	40	40.635590	AND
5	1	57	1	2	6	4151	3762	220	41	73.409828	TYPICAL
5	1	57	1	2	7	4429	3762	229	40	83.612602	DETAILS.
4	1	57	1	3	0	2836	3824	1822	47	-1	
5	1	57	1	3	1	2836	3825	178	40	95.807922	WHERE
5	1	57	1	3	2	3093	3825	70	40	43.942558	NO
5	1	57	1	3	3	3241	3825	215	40	85.193176	DETAILS
5	1	57	1	3	4	3534	3825	101	40	85.193176	ARE
5	1	57	1	3	5	3714	3825	202	46	90.266670	SHOWN,
5	1	57	1	3	6	3997	3824	412	41	95.231735	CONSTRUCTION
5	1	57	1	3	7	4454	3820	16	62	38.986862	=
5	1	57	1	3	8	4490	3825	168	40	74.947533	SHALL
4	1	57	1	4	0	2836	3887	1350	41	-1	
5	1	57	1	4	1	2836	3887	256	41	96.683594	CONFORM
5	1	57	1	4	2	3138	3887	63	40	96.074654	TO
5	1	57	1	4	3	3243	3887	204	40	96.296852	SIMILAR
5	1	57	1	4	4	3491	3887	147	40	96.646904	WORK
5	1	57	1	4	5	3682	3887	67	40	91.598152	ON
5	1	57	1	4	6	3795	3887	96	40	91.598152	THE
5	1	57	1	4	7	3934	3887	252	41	90.322815	PROJECT.
2	1	58	0	0	0	2836	3969	1823	360	-1	
3	1	58	1	0	0	2836	3969	1823	360	-1	
4	1	58	1	1	0	2836	3969	1823	59	-1	
5	1	58	1	1	1	2836	3976	93	40	88.962944	ALL
5	1	58	1	1	2	3027	3976	323	40	83.474854	DIMENSIONS
5	1	58	1	1	3	3450	3976	184	40	73.530991	SHOWN
5	1	58	1	1	4	3737	3969	306	59	84.050713	(INCLUDING
5	1	58	1	1	5	4142	3969	349	59	84.050713	ELEVATIONS)
5	1	58	1	1	6	4549	3965	17	68	22.794529	=
5	1	58	1	1	7	4592	3976	67	40	75.848656	ON
4	1	58	1	2	0	2836	4038	1823	41	-1	
5	1	58	1	2	1	2836	4038	353	40	89.023262	STRUCTURAL
5	1	58	1	2	2	3261	4038	276	41	93.731987	DRAWINGS
5	1	58	1	2	3	3611	4038	101	40	85.369583	ARE
5	1	58	1	2	4	3787	4038	62	40	17.436914	TO
5	1	58	1	2	5	3923	4038	187	40	90.839867	ASSIST
5	1	58	1	2	6	4180	4038	362	41	90.839867	CONTRACTOR
5	1	58	1	2	7	4617	4039	42	39	0.000000	IN
4	1	58	1	3	0	2836	4100	1822	41	-1	
5	1	58	1	3	1	2836	4100	375	41	93.499619	VERIFICATION.
5	1	58	1	3	2	3302	4100	226	41	93.499619	SCALING
5	1	58	1	3	3	3576	4101	324	40	96.196350	DIMENSIONS
5	1	58	1	3	4	3948	4101	140	40	96.479691	FROM
5	1	58	1	3	5	4139	4100	276	41	95.163094	DRAWINGS
5	1	58	1	3	6	4463	4101	42	40	88.479057	IS
5	1	58	1	3	7	4553	4101	105	40	88.479057	NOT
4	1	58	1	4	0	2836	4163	1823	41	-1	
5	1	58	1	4	1	2836	4163	307	40	90.810631	PERMITTED.
5	1	58	1	4	2	3236	4163	259	41	78.439583	LOCATION
5	1	58	1	4	3	3548	4163	64	40	96.608398	OF
5	1	58	1	4	4	3660	4164	92	39	95.924416	ALL
5	1	58	1	4	5	3800	4163	150	40	95.155930	ITEMS
5	1	58	1	4	6	3999	4163	168	40	95.401787	SHALL
5	1	58	1	4	7	4214	4163	63	40	95.401787	BE
5	1	58	1	4	8	4326	4163	333	40	95.861328	DETERMINED
4	1	58	1	5	0	2836	4225	1822	47	-1	
5	1	58	1	5	1	2836	4226	68	40	94.329903	BY
5	1	58	1	5	2	2966	4226	324	40	94.329903	DIMENSIONS
5	1	58	1	5	3	3356	4226	67	40	94.043556	OR
5	1	58	1	5	4	3490	4226	172	40	91.629250	NOTES
5	1	58	1	5	5	3728	4226	151	46	92.272614	ONLY;
5	1	58	1	5	6	3955	4226	69	40	92.272614	DO
5	1	58	1	5	7	4089	4226	106	40	88.906731	NOT
5	1	58	1	5	8	4258	4226	100	40	58.924965	USE
5	1	58	1	5	9	4424	4225	234	41	90.369545	GRAPHIC
4	1	58	1	6	0	2836	4288	1364	41	-1	
5	1	58	1	6	1	2836	4288	366	40	94.866638	APPEARANCE
5	1	58	1	6	2	3245	4288	63	40	89.812248	TO
5	1	58	1	6	3	3350	4288	218	40	95.342888	ASSUME
5	1	58	1	6	4	3611	4288	234	41	93.617645	SPECIFIC
5	1	58	1	6	5	3887	4288	313	40	96.252548	LOCATIONS.
2	1	59	0	0	0	2836	4369	1823	228	-1	
3	1	59	1	0	0	2836	4369	1823	228	-1	
4	1	59	1	1	0	2836	4369	1822	41	-1	
5	1	59	1	1	1	2836	4369	361	41	90.988556	CONTRACTOR
5	1	59	1	1	2	3255	4369	168	40	92.393028	SHALL
5	1	59	1	1	3	3478	4369	62	40	92.393028	BE
5	1	59	1	1	4	3597	4369	366	40	92.426949	RESPONSIBLE
5	1	59	1	1	5	4020	4369	99	40	79.507111	FOR
5	1	59	1	1	6	4177	4369	357	40	79.507111	VERIFICATION
5	1	59	1	1	7	4594	4369	64	40	86.518311	OF
4	1	59	1	2	0	2836	4431	1823	41	-1	
5	1	59	1	2	1	2836	4432	93	40	91.917625	ALL
5	1	59	1	2	2	2980	4432	324	40	91.865662	DIMENSIONS
5	1	59	1	2	3	3358	4432	116	39	95.408989	WITH
5	1	59	1	2	4	3531	4432	275	40	93.745827	DRAWINGS
5	1	59	1	2	5	3860	4432	105	40	46.721172	AND
5	1	59	1	2	6	4020	4432	237	40	89.509567	FINISHED
5	1	59	1	2	7	4311	4431	177	41	87.070320	GRADE
5	1	59	1	2	8	4542	4432	117	39	87.070320	WITH
4	1	59	1	3	0	2836	4494	1822	41	-1	
5	1	59	1	3	1	2836	4494	125	41	80.859200	CIVIL
5	1	59	1	3	2	3050	4494	275	41	82.635162	DRAWINGS
5	1	59	1	3	3	3416	4494	156	40	71.247353	PRIOR
5	1	59	1	3	4	3664	4494	63	40	81.002899	TO
5	1	59	1	3	5	3817	4494	172	40	78.377068	START
5	1	59	1	3	6	4076	4494	64	40	64.518074	OF
5	1	59	1	3	7	4229	4494	429	41	96.347855	CONSTRUCTION.
4	1	59	1	4	0	2836	4556	1682	41	-1	
5	1	59	1	4	1	2836	4557	237	40	95.808784	RESOLVE
5	1	59	1	4	2	3116	4557	109	39	96.527077	ANY
5	1	59	1	4	3	3264	4557	381	40	95.960876	DISCREPANCY
5	1	59	1	4	4	3684	4557	117	39	94.843040	WITH
5	1	59	1	4	5	3847	4557	96	40	95.973930	THE
5	1	59	1	4	6	3986	4556	213	41	91.587166	RECORD
5	1	59	1	4	7	4243	4556	275	41	89.724655	ENGINEER.
2	1	60	0	0	0	2836	4637	1823	103	-1	
3	1	60	1	0	0	2836	4637	1823	103	-1	
4	1	60	1	1	0	2836	4637	1823	48	-1	
5	1	60	1	1	1	2836	4638	219	40	95.350098	TYPICAL
5	1	60	1	1	2	3103	4638	215	40	94.931183	DETAILS
5	1	60	1	1	3	3367	4638	112	39	95.379509	MAY
5	1	60	1	1	4	3525	4638	106	40	95.197372	NOT
5	1	60	1	1	5	3676	4637	368	41	95.197372	NECESSARILY
5	1	60	1	1	6	4090	4638	63	40	96.190132	BE
5	1	60	1	1	7	4202	4637	104	41	95.158096	CUT
5	1	60	1	1	8	4351	4638	67	40	94.670975	ON
5	1	60	1	1	9	4471	4638	188	47	95.327400	PLANS,
4	1	60	1	2	0	2836	4700	1136	40	-1	
5	1	60	1	2	1	2836	4700	103	40	95.800156	BUT
5	1	60	1	2	2	2979	4700	175	40	95.180847	APPLY
5	1	60	1	2	3	3193	4700	206	40	96.157303	UNLESS
5	1	60	1	2	4	3441	4700	172	40	96.002029	NOTED
5	1	60	1	2	5	3657	4700	315	40	96.029320	OTHERWISE.
2	1	61	0	0	0	2836	4782	1823	46	-1	
3	1	61	1	0	0	2836	4782	1823	46	-1	
4	1	61	1	1	0	2836	4782	1823	46	-1	
5	1	61	1	1	1	2836	4782	178	40	87.030716	WHERE
5	1	61	1	1	2	3089	4782	425	40	90.841461	DISCREPANCIES
5	1	61	1	1	3	3588	4782	181	40	80.618874	OCCUR
5	1	61	1	1	4	3845	4782	242	40	80.618874	BETWEEN
5	1	61	1	1	5	4164	4782	188	46	36.217274	PLANS,
5	1	61	1	1	6	4429	4782	230	46	88.390472	DETAILS,
2	1	62	0	0	0	2836	4844	1823	191	-1	
3	1	62	1	0	0	2836	4844	1823	191	-1	
4	1	62	1	1	0	2836	4844	1822	47	-1	
5	1	62	1	1	1	2836	4844	244	41	89.728584	GENERAL
5	1	62	1	1	2	3159	4844	353	41	89.200264	STRUCTURAL
5	1	62	1	1	3	3591	4844	172	40	89.437035	NOTES
5	1	62	1	1	4	3843	4844	105	40	35.250687	AND
5	1	62	1	1	5	4030	4844	449	47	82.496323	SPECIFICATIONS,
5	1	62	1	1	6	4562	4844	96	40	89.037285	THE
4	1	62	1	2	0	2836	4906	1177	44	-1	
5	1	62	1	2	1	2836	4906	241	41	96.189774	GREATER
5	1	62	1	2	2	3121	4907	412	43	96.210175	REQUIREMENTS
5	1	62	1	2	3	3575	4907	168	40	96.118347	SHALL
5	1	62	1	2	4	3784	4906	229	41	96.102104	GOVERN.
4	1	62	1	3	0	2836	4988	1823	47	-1	
5	1	62	1	3	1	2836	4988	109	39	70.849167	ANY
5	1	62	1	3	2	3027	4988	352	40	70.849167	ENGINEERING
5	1	62	1	3	3	3464	4988	205	47	79.612686	DESIGN,
5	1	62	1	3	4	3758	4988	263	40	88.649513	PROVIDED
5	1	62	1	3	5	4108	4988	68	40	88.649513	BY
5	1	62	1	3	6	4258	4988	209	40	63.599312	OTHERS
5	1	62	1	3	7	4553	4988	106	40	96.768677	AND
2	1	63	0	0	0	2836	5050	1823	103	-1	
3	1	63	1	0	0	2836	5050	1823	103	-1	
4	1	63	1	1	0	2836	5050	1823	47	-1	
5	1	63	1	1	1	2836	5050	295	40	91.707352	SUBMITTED
5	1	63	1	1	2	3202	5050	99	40	74.426468	FOR
5	1	63	1	1	3	3372	5050	204	47	83.900978	REVIEW,
5	1	63	1	1	4	3648	5050	169	40	90.307739	SHALL
5	1	63	1	1	5	3884	5050	139	40	85.160919	BEAR
5	1	63	1	1	6	4094	5050	96	40	88.012161	THE
5	1	63	1	1	7	4260	5050	132	40	88.373596	SEAL
5	1	63	1	1	8	4460	5050	64	40	50.313011	OF
5	1	63	1	1	9	4592	5051	67	39	81.410957	AN
4	1	63	1	2	0	2836	5112	1461	41	-1	
5	1	63	1	2	1	2836	5112	259	41	95.717278	ENGINEER
5	1	63	1	2	2	3139	5112	324	41	95.509674	REGISTERED
5	1	63	1	2	3	3507	5113	42	39	94.748184	IN
5	1	63	1	2	4	3595	5113	96	40	94.748184	THE
5	1	63	1	2	5	3734	5113	164	40	95.828087	STATE
5	1	63	1	2	6	3941	5113	64	40	95.891022	OF
5	1	63	1	2	7	4047	5113	250	40	95.371223	ARIZONA.
2	1	64	0	0	0	2836	5195	1822	58	-1	
3	1	64	1	0	0	2836	5195	1822	58	-1	
4	1	64	1	1	0	2836	5195	1822	58	-1	
5	1	64	1	1	1	2836	5201	256	40	83.976463	SUPPLIER
5	1	64	1	1	2	3164	5201	65	40	83.976463	OF
5	1	64	1	1	3	3298	5201	331	41	93.782967	ENGINEERED
5	1	64	1	1	4	3701	5201	354	41	93.475571	STRUCTURAL
5	1	64	1	1	5	4124	5201	369	41	88.920044	COMPONENTS
5	1	64	1	1	6	4503	5191	12	68	56.948303	|
5	1	64	1	1	7	4563	5195	95	58	88.534935	(i.e.
2	1	65	0	0	0	2836	5264	1823	300	-1	
3	1	65	1	0	0	2836	5264	1823	300	-1	
4	1	65	1	1	0	2836	5264	1822	59	-1	
5	1	65	1	1	1	2836	5271	159	40	81.018570	STEEL
5	1	65	1	1	2	3096	5271	192	47	78.033005	JOISTS,
5	1	65	1	1	3	3394	5271	200	47	83.067200	STAIRS,
5	1	65	1	1	4	3700	5271	249	40	76.995026	PRECAST
5	1	65	1	1	5	4048	5264	174	59	76.995026	ITEMS)
5	1	65	1	1	6	4326	5271	168	40	49.308147	SHALL
5	1	65	1	1	7	4596	5271	62	40	92.862946	BE
4	1	65	1	2	0	2836	5333	1822	41	-1	
5	1	65	1	2	1	2836	5333	366	40	93.722778	RESPONSIBLE
5	1	65	1	2	2	3249	5333	99	40	93.722778	FOR
5	1	65	1	2	3	3397	5333	279	40	95.855133	COMPLETE
5	1	65	1	2	4	3723	5333	186	41	95.560020	DESIGN
5	1	65	1	2	5	3960	5333	106	40	96.015144	AND
5	1	65	1	2	6	4115	5333	168	40	95.709526	SHALL
5	1	65	1	2	7	4328	5333	100	40	93.671700	USE
5	1	65	1	2	8	4476	5333	182	40	95.570320	ENTIRE
4	1	65	1	3	0	2836	5395	1822	41	-1	
5	1	65	1	3	1	2836	5395	289	41	96.118240	CONTRACT
5	1	65	1	3	2	3174	5395	330	41	95.370377	DOCUMENTS
5	1	65	1	3	3	3556	5396	63	40	94.749245	TO
5	1	65	1	3	4	3671	5396	224	40	95.671913	INCLUDE
5	1	65	1	3	5	3948	5396	92	40	94.249329	ALL
5	1	65	1	3	6	4091	5396	174	40	96.326035	LOADS
5	1	65	1	3	7	4318	5396	106	40	63.390194	AND
5	1	65	1	3	8	4478	5396	180	40	63.390194	DETAIL
4	1	65	1	4	0	2836	5458	1822	44	-1	
5	1	65	1	4	1	2836	5458	411	44	94.454102	REQUIREMENTS
5	1	65	1	4	2	3317	5458	140	40	62.588413	FROM
5	1	65	1	4	3	3530	5459	93	39	47.720116	ALL
5	1	65	1	4	4	3691	5458	336	41	84.564659	DISCIPLINES.
5	1	65	1	4	5	4163	5458	256	40	83.858170	SUPPLIER
5	1	65	1	4	6	4490	5458	168	40	86.470772	SHALL
4	1	65	1	5	0	2836	5521	1823	43	-1	
5	1	65	1	5	1	2836	5521	227	40	96.082909	PROVIDE
5	1	65	1	5	2	3109	5521	316	40	94.278206	ADDITIONAL
5	1	65	1	5	3	3469	5521	263	40	96.242142	MATERIAL
5	1	65	1	5	4	3776	5521	263	43	94.070389	REQUIRED
5	1	65	1	5	5	4086	5521	63	40	95.114861	TO
5	1	65	1	5	6	4194	5521	138	40	95.710876	MEET
5	1	65	1	5	7	4375	5521	93	40	87.769241	ALL
5	1	65	1	5	8	4512	5521	147	40	87.769241	THEIR
2	1	66	0	0	0	2836	5584	1823	128	-1	
3	1	66	1	0	0	2836	5584	1823	128	-1	
4	1	66	1	1	0	2836	5584	1823	59	-1	
5	1	66	1	1	1	2836	5591	411	43	93.383575	REQUIREMENTS
5	1	66	1	1	2	3336	5591	99	40	32.015282	FOR
5	1	66	1	1	3	3526	5591	374	40	69.725746	INSTALLATION
5	1	66	1	1	4	3993	5584	94	59	89.789986	(i.e.
5	1	66	1	1	5	4181	5591	156	40	62.530464	WIDER
5	1	66	1	1	6	4428	5590	231	41	62.530464	BEARING
4	1	66	1	2	0	2836	5654	1143	58	-1	
5	1	66	1	2	1	2836	5660	215	47	93.138153	PLATES,
5	1	66	1	2	2	3096	5660	174	47	91.731247	SHIMS,
5	1	66	1	2	3	3316	5660	256	41	96.071915	ERECTION
5	1	66	1	2	4	3618	5660	167	40	91.693192	BOLTS
5	1	66	1	2	5	3827	5654	152	58	85.723709	ETC.).
2	1	67	0	0	0	2836	5741	1823	192	-1	
3	1	67	1	0	0	2836	5741	1823	192	-1	
4	1	67	1	1	0	2836	5741	1823	41	-1	
5	1	67	1	1	1	2836	5741	353	41	94.644196	STRUCTURAL
5	1	67	1	1	2	3254	5741	159	40	91.021324	STEEL
5	1	67	1	1	3	3477	5741	256	40	83.990440	SUPPLIER
5	1	67	1	1	4	3800	5741	168	40	83.990440	SHALL
5	1	67	1	1	5	4033	5741	225	40	91.359352	FURNISH
5	1	67	1	1	6	4327	5741	167	40	76.379692	BOLTS
5	1	67	1	1	7	4560	5741	99	40	76.379692	FOR
4	1	67	1	2	0	2836	5804	1486	59	-1	
5	1	67	1	2	1	2836	5811	144	40	95.623108	OSHA
5	1	67	1	2	2	3023	5811	379	41	96.201576	CONNECTIONS
5	1	67	1	2	3	3445	5804	119	59	95.101784	(SEE
5	1	67	1	2	4	3607	5811	276	41	96.116806	DRAWINGS
5	1	67	1	2	5	3925	5811	99	40	93.465935	FOR
5	1	67	1	2	6	4068	5804	254	59	88.767769	DETAILS).
4	1	67	1	3	0	2836	5892	1823	41	-1	
5	1	67	1	3	1	2836	5893	136	39	91.427773	WALL
5	1	67	1	3	2	3024	5892	235	40	95.564903	SHORING
5	1	67	1	3	3	3312	5892	168	40	95.491760	SHALL
5	1	67	1	3	4	3533	5892	63	40	95.147072	BE
5	1	67	1	3	5	3650	5892	283	40	95.441772	INSTALLED
5	1	67	1	3	6	3988	5892	156	40	88.735306	PRIOR
5	1	67	1	3	7	4200	5892	63	40	92.183235	TO
5	1	67	1	3	8	4317	5892	342	41	92.183235	BACKFILLING
2	1	68	0	0	0	2836	5955	1823	103	-1	
3	1	68	1	0	0	2836	5955	1823	103	-1	
4	1	68	1	1	0	2836	5955	1822	46	-1	
5	1	68	1	1	1	2836	5955	191	40	78.229515	BEHIND
5	1	68	1	1	2	3118	5955	92	40	78.229515	ALL
5	1	68	1	1	3	3297	5955	242	40	74.235092	BUILDING
5	1	68	1	1	4	3627	5955	279	40	74.235092	RETAINING
5	1	68	1	1	5	3995	5955	184	46	84.391823	WALLS,
5	1	68	1	1	6	4271	5955	206	40	19.032373	UNLESS
5	1	68	1	1	7	4566	5955	92	40	90.366516	ALL
4	1	68	1	2	0	2836	6017	1823	41	-1	
5	1	68	1	2	1	2836	6017	352	40	95.403992	RESTRAINING
5	1	68	1	2	2	3258	6017	170	40	90.763710	SLABS
5	1	68	1	2	3	3498	6017	102	40	52.631741	ARE
5	1	68	1	2	4	3670	6017	298	40	90.362335	INSTALLED.
5	1	68	1	2	5	4104	6017	100	40	88.982445	USE
5	1	68	1	2	6	4274	6017	385	41	75.810036	HANDTAPPING
2	1	69	0	0	0	2836	6080	1822	110	-1	
3	1	69	1	0	0	2836	6080	1822	110	-1	
4	1	69	1	1	0	2836	6080	1822	54	-1	
5	1	69	1	1	1	2836	6087	139	40	95.611092	ONLY
5	1	69	1	1	2	3017	6087	143	40	96.205338	WHEN
5	1	69	1	1	3	3208	6087	170	39	96.205338	WITHIN
5	1	69	1	1	4	3426	6080	165	54	11.608429	8-0”,
5	1	69	1	1	5	3638	6087	67	40	96.342842	OR
5	1	69	1	1	6	3752	6087	170	39	95.458847	WITHIN
5	1	69	1	1	7	3969	6087	135	40	94.810287	HALF
5	1	69	1	1	8	4147	6087	96	40	94.810287	THE
5	1	69	1	1	9	4288	6087	136	40	85.820831	WALL
5	1	69	1	1	10	4467	6086	191	41	85.820831	HEIGHT
4	1	69	1	2	0	2836	6149	618	41	-1	
5	1	69	1	2	1	2836	6149	64	40	93.144554	OF
5	1	69	1	2	2	2941	6149	320	41	91.824303	BACKFILLED
5	1	69	1	2	3	3306	6150	148	39	96.017540	WALL.
2	1	70	0	0	0	2836	6231	1823	330	-1	
3	1	70	1	0	0	2836	6231	1823	109	-1	
4	1	70	1	1	0	2836	6231	1823	59	-1	
5	1	70	1	1	1	2836	6237	347	41	96.131645	CONTINUOUS
5	1	70	1	1	2	3232	6238	340	40	94.996696	FOUNDATION
5	1	70	1	1	3	3626	6238	156	40	94.996696	DRAIN
5	1	70	1	1	4	3835	6238	151	40	95.680771	PIPES
5	1	70	1	1	5	4036	6231	233	59	95.680771	(FRENCH
5	1	70	1	1	6	4322	6231	218	59	96.527328	DRAINS)
5	1	70	1	1	7	4592	6238	67	40	96.636955	OR
4	1	70	1	2	0	2836	6300	1344	40	-1	
5	1	70	1	2	1	2836	6300	138	40	95.724022	WEEP
5	1	70	1	2	2	3018	6300	170	40	95.407928	HOLES
5	1	70	1	2	3	3230	6300	168	40	95.173828	SHALL
5	1	70	1	2	4	3439	6300	63	40	95.114296	BE
5	1	70	1	2	5	3545	6300	263	40	95.114296	PROVIDED
5	1	70	1	2	6	3852	6300	191	40	95.191498	BEHIND
5	1	70	1	2	7	4088	6301	92	39	95.191498	ALL
3	1	70	2	0	0	2836	6381	1823	180	-1	
4	1	70	2	1	0	2836	6381	1822	41	-1	
5	1	70	2	1	1	2836	6382	289	40	96.383759	BASEMENT
5	1	70	2	1	2	3169	6382	169	40	96.468376	WALLS
5	1	70	2	1	3	3385	6382	106	40	96.003029	AND
5	1	70	2	1	4	3539	6382	93	40	95.505844	ALL
5	1	70	2	1	5	3676	6382	255	40	95.635773	EXTERIOR
5	1	70	2	1	6	3979	6381	279	41	95.635773	RETAINING
5	1	70	2	1	7	4304	6382	170	40	51.975922	WALLS
5	1	70	2	1	8	4521	6382	137	39	94.796822	THAT
4	1	70	2	2	0	2836	6445	1823	46	-1	
5	1	70	2	2	1	2836	6451	184	40	95.564362	RETAIN
5	1	70	2	2	2	3068	6451	145	40	95.076797	MORE
5	1	70	2	2	3	3258	6451	138	40	95.076797	THAN
5	1	70	2	2	4	3444	6445	158	46	45.449867	3-0”
5	1	70	2	2	5	3638	6451	64	40	97.004776	OF
5	1	70	2	2	6	3745	6451	113	40	95.174614	SOIL
5	1	70	2	2	7	3901	6451	138	40	96.065132	WEEP
5	1	70	2	2	8	4084	6451	171	40	96.695564	HOLES
5	1	70	2	2	9	4299	6451	179	40	96.491432	WHERE
5	1	70	2	2	10	4522	6451	137	40	96.446320	USED
4	1	70	2	3	0	2836	6514	1508	47	-1	
5	1	70	2	3	1	2836	6521	168	40	96.179939	SHALL
5	1	70	2	3	2	3045	6521	62	40	96.213661	BE
5	1	70	2	3	3	3150	6521	60	40	95.746964	2”
5	1	70	2	3	4	3244	6521	42	39	96.142509	IN
5	1	70	2	3	5	3332	6521	261	40	96.181831	DIAMETER
5	1	70	2	3	6	3638	6521	65	39	95.149879	AT
5	1	70	2	3	7	3742	6514	159	47	6.699829	6-0”
5	1	70	2	3	8	3935	6520	100	41	53.011093	O.C.
5	1	70	2	3	9	4081	6521	263	40	95.936424	MAXIMUM.
2	1	71	0	0	0	4708	285	4	6621	-1	
3	1	71	1	0	0	4708	285	4	6621	-1	
4	1	71	1	1	0	4708	285	4	6621	-1	
5	1	71	1	1	1	4708	285	4	6621	95.000000	 
2	1	72	0	0	0	4734	356	954	41	-1	
3	1	72	1	0	0	4734	356	954	41	-1	
4	1	72	1	1	0	4734	356	954	41	-1	
5	1	72	1	1	1	4734	356	141	40	95.318024	PART
5	1	72	1	1	2	4915	357	69	39	94.531487	14:
5	1	72	1	1	3	5039	356	242	40	94.531487	BUILDING
5	1	72	1	1	4	5324	356	364	41	95.554916	TOLERANCES:
2	1	73	0	0	0	4809	438	45	39	-1	
3	1	73	1	0	0	4809	438	45	39	-1	
4	1	73	1	1	0	4809	438	45	39	-1	
5	1	73	1	1	1	4809	438	45	39	92.555588	A.
2	1	74	0	0	0	4921	437	2051	228	-1	
3	1	74	1	0	0	4921	437	2051	228	-1	
4	1	74	1	1	0	4921	437	2050	44	-1	
5	1	74	1	1	1	4921	438	289	40	94.474495	STANDARD
5	1	74	1	1	2	5257	437	350	41	94.474495	TOLERANCES
5	1	74	1	1	3	5652	438	168	40	95.430519	SHALL
5	1	74	1	1	4	5864	438	63	40	95.430519	BE
5	1	74	1	1	5	5972	438	174	40	95.872208	BASED
5	1	74	1	1	6	6193	438	66	40	95.531471	ON
5	1	74	1	1	7	6309	438	96	40	96.148186	THE
5	1	74	1	1	8	6450	438	412	43	89.653931	REQUIREMENTS
5	1	74	1	1	9	6907	438	64	40	91.114670	OF
4	1	74	1	2	0	4922	500	2050	47	-1	
5	1	74	1	2	1	4922	500	96	40	90.228981	THE
5	1	74	1	2	2	5070	500	117	40	88.115623	AISC
5	1	74	1	2	3	5238	500	140	41	95.800064	CODE
5	1	74	1	2	4	5429	500	65	40	84.530144	OF
5	1	74	1	2	5	5585	500	289	40	94.857468	STANDARD
5	1	74	1	2	6	5926	500	261	41	95.062592	PRACTICE
5	1	74	1	2	7	6239	500	105	40	91.512238	AND
5	1	74	1	2	8	6397	500	79	41	86.801414	ACI
5	1	74	1	2	9	6531	500	98	47	91.894554	117,
5	1	74	1	2	10	6683	500	289	40	95.546219	STANDARD
4	1	74	1	3	0	4921	562	2051	41	-1	
5	1	74	1	3	1	4921	562	435	41	92.516769	SPECIFICATIONS
5	1	74	1	3	2	5419	563	99	40	90.997543	FOR
5	1	74	1	3	3	5583	563	350	40	66.625450	TOLERANCES
5	1	74	1	3	4	5996	563	99	40	90.146095	FOR
5	1	74	1	3	5	6214	562	283	41	93.534271	CONCRETE
5	1	74	1	3	6	6560	562	412	41	93.534271	CONSTRUCTION
4	1	74	1	4	0	4922	625	460	40	-1	
5	1	74	1	4	1	4922	625	105	40	96.039642	AND
5	1	74	1	4	2	5071	625	311	40	95.999886	MATERIALS.
2	1	75	0	0	0	4734	787	913	41	-1	
3	1	75	1	0	0	4734	787	913	41	-1	
4	1	75	1	1	0	4734	787	913	41	-1	
5	1	75	1	1	1	4734	788	141	39	94.804794	PART
5	1	75	1	1	2	4915	788	69	40	94.658478	15:
5	1	75	1	1	3	5039	787	235	41	95.693214	EXISTING
5	1	75	1	1	4	5316	787	331	41	95.539146	STRUCTURE:
2	1	76	0	0	0	4809	869	45	39	-1	
3	1	76	1	0	0	4809	869	45	39	-1	
4	1	76	1	1	0	4809	869	45	39	-1	
5	1	76	1	1	1	4809	869	45	39	92.655006	A.
2	1	77	0	0	0	4921	869	2051	665	-1	
3	1	77	1	0	0	4921	869	2051	665	-1	
4	1	77	1	1	0	4921	869	2051	40	-1	
5	1	77	1	1	1	4921	869	235	40	86.369865	EXISTING
5	1	77	1	1	2	5222	869	354	40	89.989799	STRUCTURAL
5	1	77	1	1	3	5641	869	324	40	94.125916	DIMENSIONS
5	1	77	1	1	4	6031	869	106	40	89.695145	AND
5	1	77	1	1	5	6204	869	219	40	56.884186	MEMBER
5	1	77	1	1	6	6491	869	147	40	93.848732	SIZES
5	1	77	1	1	7	6705	869	101	40	62.799065	ARE
5	1	77	1	1	8	6873	869	99	40	84.760666	FOR
4	1	77	1	2	0	4921	931	2051	41	-1	
5	1	77	1	2	1	4921	931	311	41	93.222610	REFERENCE
5	1	77	1	2	2	5292	931	150	40	92.499542	ONLY.
5	1	77	1	2	3	5506	931	361	41	92.778931	CONTRACTOR
5	1	77	1	2	4	5929	931	168	40	76.540489	SHALL
5	1	77	1	2	5	6155	931	184	40	89.348724	VERIFY
5	1	77	1	2	6	6396	932	92	39	77.157379	ALL
5	1	77	1	2	7	6546	931	324	40	39.431343	DIMENSIONS
5	1	77	1	2	8	6930	932	42	39	75.193306	IN
4	1	77	1	3	0	4922	994	2049	40	-1	
5	1	77	1	3	1	4922	994	96	40	95.978020	THE
5	1	77	1	3	2	5070	994	138	40	95.825386	FIELD
5	1	77	1	3	3	5261	994	156	40	95.587852	PRIOR
5	1	77	1	3	4	5470	994	63	40	96.150360	TO
5	1	77	1	3	5	5584	994	368	40	94.757843	FABRICATION.
5	1	77	1	3	6	6007	994	96	40	95.834541	THE
5	1	77	1	3	7	6155	994	361	40	95.383598	CONTRACTOR
5	1	77	1	3	8	6569	994	168	40	66.368095	SHALL
5	1	77	1	3	9	6787	994	184	40	90.114609	VERIFY
4	1	77	1	4	0	4922	1056	2049	41	-1	
5	1	77	1	4	1	4922	1056	96	40	95.082977	THE
5	1	77	1	4	2	5075	1056	211	41	92.229797	ACTUAL
5	1	77	1	4	3	5340	1056	430	41	88.185074	CONFIGURATION
5	1	77	1	4	4	5829	1056	65	40	89.540283	OF
5	1	77	1	4	5	5949	1056	234	41	95.971992	EXISTING
5	1	77	1	4	6	6239	1056	412	41	91.504860	CONSTRUCTION
5	1	77	1	4	7	6711	1056	106	40	14.904022	AND
5	1	77	1	4	8	6875	1056	96	40	92.738968	THE
4	1	77	1	5	0	4921	1118	2050	41	-1	
5	1	77	1	5	1	4921	1119	281	40	86.806099	CONDITION
5	1	77	1	5	2	5272	1119	65	40	86.806099	OF
5	1	77	1	5	3	5402	1119	96	40	93.498810	THE
5	1	77	1	5	4	5565	1118	316	41	85.317787	STRUCTURE
5	1	77	1	5	5	5948	1119	205	40	85.317787	BEFORE
5	1	77	1	5	6	6278	1118	285	41	91.173111	BEGINNING
5	1	77	1	5	7	6629	1119	163	40	91.111008	WORK.
5	1	77	1	5	8	6862	1119	109	39	91.111008	ANY
4	1	77	1	6	0	4921	1181	2051	41	-1	
5	1	77	1	6	1	4921	1181	426	41	95.876060	DISCREPANCIES
5	1	77	1	6	2	5404	1181	67	40	92.432579	OR
5	1	77	1	6	3	5530	1181	260	40	91.498894	UNSOUND
5	1	77	1	6	4	5848	1181	321	41	94.735367	CONDITIONS
5	1	77	1	6	5	6226	1181	168	40	93.708679	SHALL
5	1	77	1	6	6	6450	1181	63	40	94.425407	BE
5	1	77	1	6	7	6570	1181	279	40	63.959137	REPORTED
5	1	77	1	6	8	6909	1181	63	40	83.933556	TO
4	1	77	1	7	0	4922	1243	2050	41	-1	
5	1	77	1	7	1	4922	1244	96	40	95.909142	THE
5	1	77	1	7	2	5076	1244	298	40	95.909142	ARCHITECT
5	1	77	1	7	3	5429	1244	99	40	95.059967	FOR
5	1	77	1	7	4	5587	1244	329	40	93.919296	RESOLUTION
5	1	77	1	7	5	5977	1244	206	40	94.699387	BEFORE
5	1	77	1	7	6	6240	1243	285	41	90.686279	BEGINNING
5	1	77	1	7	7	6583	1244	162	40	91.903214	WORK.
5	1	77	1	7	8	6807	1244	165	40	96.028481	REFER
4	1	77	1	8	0	4922	1306	2050	47	-1	
5	1	77	1	8	1	4922	1306	63	40	81.518112	TO
5	1	77	1	8	2	5059	1306	443	41	81.518112	ARCHITECTURAL
5	1	77	1	8	3	5574	1306	174	40	90.928696	PLANS
5	1	77	1	8	4	5822	1306	99	40	33.265335	FOR
5	1	77	1	8	5	5997	1306	338	47	89.650185	DIMENSIONS,
5	1	77	1	8	6	6412	1306	376	47	89.650185	EMBEDMENTS,
5	1	77	1	8	7	6866	1306	106	40	96.558273	AND
4	1	77	1	9	0	4921	1368	2050	41	-1	
5	1	77	1	9	1	4921	1368	269	41	92.044273	OPENINGS
5	1	77	1	9	2	5257	1369	106	40	95.211029	NOT
5	1	77	1	9	3	5427	1369	202	40	93.756218	SHOWN.
5	1	77	1	9	4	5700	1369	165	40	85.628426	REFER
5	1	77	1	9	5	5934	1369	63	40	85.628426	TO
5	1	77	1	9	6	6064	1368	346	41	85.592888	MECHANICAL
5	1	77	1	9	7	6477	1369	105	40	24.216909	AND
5	1	77	1	9	8	6651	1369	320	40	95.973351	ELECTRICAL
4	1	77	1	10	0	4921	1431	2050	47	-1	
5	1	77	1	10	1	4921	1431	174	40	95.438187	PLANS
5	1	77	1	10	2	5171	1431	99	40	71.185944	FOR
5	1	77	1	10	3	5348	1431	188	47	71.185944	DUCTS,
5	1	77	1	10	4	5616	1431	186	47	82.728615	PIPING,
5	1	77	1	10	5	5882	1431	376	47	92.142601	EMBEDMENTS,
5	1	77	1	10	6	6338	1431	105	40	70.954315	AND
5	1	77	1	10	7	6521	1431	268	41	53.273209	OPENINGS
5	1	77	1	10	8	6865	1431	106	40	88.891418	NOT
4	1	77	1	11	0	4921	1494	202	40	-1	
5	1	77	1	11	1	4921	1494	202	40	95.673141	SHOWN.
2	1	78	0	0	0	4921	1575	2051	291	-1	
3	1	78	1	0	0	4921	1575	2051	291	-1	
4	1	78	1	1	0	4922	1575	2050	41	-1	
5	1	78	1	1	1	4922	1575	330	40	94.844505	TEMPORARY
5	1	78	1	1	2	5303	1575	234	40	94.267738	SHORING
5	1	78	1	1	3	5592	1575	105	40	91.070641	AND
5	1	78	1	1	4	5753	1575	235	41	91.070641	BRACING
5	1	78	1	1	5	6042	1576	112	39	95.799049	MAY
5	1	78	1	1	6	6205	1575	63	40	95.799049	BE
5	1	78	1	1	7	6322	1575	324	40	94.709953	NECESSARY
5	1	78	1	1	8	6697	1576	41	39	64.933670	IN
5	1	78	1	1	9	6796	1575	176	40	64.933670	ORDER
4	1	78	1	2	0	4922	1637	2049	41	-1	
5	1	78	1	2	1	4922	1638	63	40	93.970528	TO
5	1	78	1	2	2	5041	1638	249	40	93.439484	PERFORM
5	1	78	1	2	3	5350	1638	96	40	93.439484	THE
5	1	78	1	2	4	5503	1637	324	41	94.470238	NECESSARY
5	1	78	1	2	5	5880	1637	354	41	94.561104	STRUCTURAL
5	1	78	1	2	6	6289	1637	409	41	93.530159	MODIFICATIONS
5	1	78	1	2	7	6755	1638	63	40	32.928154	TO.
5	1	78	1	2	8	6875	1638	96	40	88.922783	THE
4	1	78	1	3	0	4921	1700	2051	41	-1	
5	1	78	1	3	1	4921	1700	235	41	95.930122	EXISTING
5	1	78	1	3	2	5270	1700	316	40	95.955299	STRUCTURE
5	1	78	1	3	3	5701	1700	185	40	96.511894	SHOWN
5	1	78	1	3	4	6003	1700	67	40	96.620041	ON
5	1	78	1	3	5	6188	1700	96	40	95.221443	THE
5	1	78	1	3	6	6399	1700	354	40	94.510223	STRUCTURAL
5	1	78	1	3	7	6866	1700	106	40	96.754761	AND
4	1	78	1	4	0	4922	1762	2050	41	-1	
5	1	78	1	4	1	4922	1762	442	41	95.947876	ARCHITECTURAL
5	1	78	1	4	2	5407	1763	174	40	96.332832	PLANS
5	1	78	1	4	3	5625	1763	106	40	94.031448	AND
5	1	78	1	4	4	5777	1763	228	40	94.031448	DETAILS.
5	1	78	1	4	5	6054	1763	96	40	95.261803	THE
5	1	78	1	4	6	6194	1762	362	41	95.587303	CONTRACTOR
5	1	78	1	4	7	6601	1763	145	40	94.012032	MUST
5	1	78	1	4	8	6787	1763	185	40	94.012032	RETAIN
4	1	78	1	5	0	4922	1825	2049	41	-1	
5	1	78	1	5	1	4922	1826	30	39	93.789131	A
5	1	78	1	5	2	5003	1825	252	41	93.789131	LICENSED
5	1	78	1	5	3	5307	1825	354	40	95.802383	STRUCTURAL
5	1	78	1	5	4	5710	1825	260	40	95.814285	ENGINEER
5	1	78	1	5	5	6022	1825	113	40	95.473495	WHO
5	1	78	1	5	6	6185	1825	168	40	93.148643	SHALL
5	1	78	1	5	7	6402	1825	340	40	93.148643	INVESTIGATE
5	1	78	1	5	8	6793	1825	178	40	93.308815	WHERE
2	1	79	0	0	0	4734	1888	2237	279	-1	
3	1	79	1	0	0	4921	1888	2050	128	-1	
4	1	79	1	1	0	4922	1888	2049	59	-1	
5	1	79	1	1	1	4922	1895	113	40	61.528816	THIS
5	1	79	1	1	2	5107	1895	330	40	88.973404	TEMPORARY
5	1	79	1	1	3	5568	1888	517	59	91.214783	SHORING/BRACING
5	1	79	1	1	4	6156	1895	42	40	83.397598	IS
5	1	79	1	1	5	6269	1895	280	46	84.341057	REQUIRED,
5	1	79	1	1	6	6624	1895	106	40	67.745705	AND
5	1	79	1	1	7	6803	1895	168	40	96.823288	SHALL
4	1	79	1	2	0	4921	1958	1322	58	-1	
5	1	79	1	2	1	4921	1964	187	40	96.338608	DESIGN
5	1	79	1	2	2	5154	1964	113	40	39.883698	THIS)
5	1	79	1	2	3	5343	1964	330	40	92.681396	TEMPORARY
5	1	79	1	2	4	5712	1958	531	58	90.863503	SHORING/BRACING.
3	1	79	2	0	0	4734	2045	2237	122	-1	
4	1	79	2	1	0	4734	2045	1850	44	-1	
5	1	79	2	1	1	4734	2046	141	39	96.020523	PART
5	1	79	2	1	2	4915	2046	69	40	96.016571	16:
5	1	79	2	1	3	5039	2045	342	44	95.024132	SEQUENCING
5	1	79	2	1	4	5423	2045	412	41	95.024132	CONSTRUCTION
5	1	79	2	1	5	5881	2046	105	40	94.505928	AND
5	1	79	2	1	6	6030	2046	236	40	94.001328	LATERAL
5	1	79	2	1	7	6307	2046	277	40	95.232033	STABILITY:
4	1	79	2	2	0	4922	2127	2049	40	-1	
5	1	79	2	2	1	4922	2127	96	40	94.314751	THE
5	1	79	2	2	2	5133	2127	354	40	96.175034	STRUCTURAL
5	1	79	2	2	3	5600	2127	369	40	96.076431	COMPONENTS
5	1	79	2	2	4	6084	2127	68	40	94.724007	BY
5	1	79	2	2	5	6264	2127	345	40	96.017761	THEMSELVES
5	1	79	2	2	6	6724	2127	101	40	96.299362	ARE
5	1	79	2	2	7	6941	2127	30	39	96.915184	A
2	1	80	0	0	0	4809	2127	45	39	-1	
3	1	80	1	0	0	4809	2127	45	39	-1	
4	1	80	1	1	0	4809	2127	45	39	-1	
5	1	80	1	1	1	4809	2127	45	39	92.768173	A.
2	1	81	0	0	0	4921	2189	2051	764	-1	
3	1	81	1	0	0	4921	2189	2051	764	-1	
4	1	81	1	1	0	4921	2189	2051	47	-1	
5	1	81	1	1	1	4921	2189	685	40	43.365051	NON—SELF-SUPPORTING
5	1	81	1	1	2	5653	2189	331	41	95.513832	STRUCTURE.
5	1	81	1	1	3	6035	2189	236	40	95.683990	LATERAL
5	1	81	1	1	4	6317	2189	208	41	96.459038	FORCES
5	1	81	1	1	5	6572	2189	102	40	96.580353	DUE
5	1	81	1	1	6	6722	2189	62	40	96.233353	TO
5	1	81	1	1	7	6832	2189	140	47	95.969490	WIND,
4	1	81	1	2	0	4921	2252	2051	46	-1	
5	1	81	1	2	1	4921	2252	378	46	91.495529	EARTHQUAKE,
5	1	81	1	2	2	5367	2252	67	40	94.903297	OR
5	1	81	1	2	3	5500	2252	112	40	93.734329	SOIL
5	1	81	1	2	4	5676	2252	101	40	91.235809	ARE
5	1	81	1	2	5	5842	2252	228	40	91.235809	CARRIED
5	1	81	1	2	6	6136	2252	68	40	95.032089	BY
5	1	81	1	2	7	6266	2252	96	40	95.032089	THE
5	1	81	1	2	8	6427	2252	141	40	95.544685	ROOF
5	1	81	1	2	9	6631	2252	106	40	27.040043	AND
5	1	81	1	2	10	6803	2252	169	40	89.765259	FLOOR
4	1	81	1	3	0	4921	2314	2051	41	-1	
5	1	81	1	3	1	4921	2314	353	41	95.860504	DIAPHRAGMS
5	1	81	1	3	2	5331	2314	62	40	89.661652	TO
5	1	81	1	3	3	5450	2314	96	40	95.557358	THE
5	1	81	1	3	4	5603	2314	235	40	95.404793	LATERAL
5	1	81	1	3	5	5893	2314	222	40	95.537056	SYSTEM.
5	1	81	1	3	6	6175	2314	222	41	86.164604	CERTAIN
5	1	81	1	3	7	6457	2314	274	40	93.727715	ELEMENTS
5	1	81	1	3	8	6787	2314	185	40	95.894630	SHOWN
4	1	81	1	4	0	4921	2377	2051	59	-1	
5	1	81	1	4	1	4921	2384	67	40	96.773323	ON
5	1	81	1	4	2	5052	2384	66	40	96.278358	OR
5	1	81	1	4	3	5180	2383	170	41	89.881485	LOCAL
5	1	81	1	4	4	5408	2384	266	40	95.566658	STABILITY
5	1	81	1	4	5	5731	2384	65	40	94.936630	OF
5	1	81	1	4	6	5854	2384	172	40	95.033409	OTHER
5	1	81	1	4	7	6088	2384	274	40	95.033409	ELEMENTS
5	1	81	1	4	8	6421	2377	165	59	96.065826	(SUCH
5	1	81	1	4	9	6650	2384	66	40	25.773411	AS
5	1	81	1	4	10	6776	2384	196	47	90.886925	BEAMS,
4	1	81	1	5	0	4921	2447	2051	59	-1	
5	1	81	1	5	1	4921	2454	271	46	96.009857	COLUMNS,
5	1	81	1	5	2	5246	2454	105	40	96.882736	AND
5	1	81	1	5	3	5403	2447	209	59	96.182991	WALLS).
5	1	81	1	5	4	5666	2454	53	46	96.307159	IF,
5	1	81	1	5	5	5772	2454	102	40	95.657875	DUE
5	1	81	1	5	6	5925	2454	63	40	95.579292	TO
5	1	81	1	5	7	6037	2453	342	44	95.579292	SEQUENCING
5	1	81	1	5	8	6429	2454	65	40	96.317207	OF
5	1	81	1	5	9	6542	2453	430	47	96.501549	CONSTRUCTION,
4	1	81	1	6	0	4922	2516	2050	47	-1	
5	1	81	1	6	1	4922	2516	166	40	95.668152	THESE
5	1	81	1	6	2	5144	2516	267	40	95.621933	STABILITY
5	1	81	1	6	3	5464	2516	274	40	96.242012	ELEMENTS
5	1	81	1	6	4	5794	2516	102	40	94.112679	ARE
5	1	81	1	6	5	5952	2516	106	40	94.643173	NOT
5	1	81	1	6	6	6111	2517	42	39	74.292175	IN
5	1	81	1	6	7	6212	2516	185	47	74.292175	PLACE,
5	1	81	1	6	8	6457	2516	96	40	94.961769	THE
5	1	81	1	6	9	6610	2516	362	41	96.089310	CONTRACTOR
4	1	81	1	7	0	4921	2578	2050	41	-1	
5	1	81	1	7	1	4921	2579	168	40	81.775124	SHALL
5	1	81	1	7	2	5162	2579	184	40	79.756561	RETAIN
5	1	81	1	7	3	5424	2579	30	39	49.355934	A’
5	1	81	1	7	4	5528	2578	252	41	77.504807	LICENSED
5	1	81	1	7	5	5856	2578	353	41	91.294853	STRUCTURAL
5	1	81	1	7	6	6281	2578	260	41	87.182877	ENGINEER
5	1	81	1	7	7	6617	2579	113	40	54.057938	WHO
5	1	81	1	7	8	6803	2579	168	40	88.824783	SHALL
4	1	81	1	8	0	4921	2642	2051	58	-1	
5	1	81	1	8	1	4921	2648	340	41	94.312462	INVESTIGATE
5	1	81	1	8	2	5305	2648	178	40	94.312462	WHERE
5	1	81	1	8	3	5526	2648	331	40	93.218018	TEMPORARY
5	1	81	1	8	4	5896	2642	517	58	91.478508	SHORING/BRACING
5	1	81	1	8	5	6456	2648	41	40	95.402412	IS
5	1	81	1	8	6	6540	2648	279	47	95.728783	REQUIRED,
5	1	81	1	8	7	6866	2648	106	40	95.728783	AND
4	1	81	1	9	0	4921	2711	2051	59	-1	
5	1	81	1	9	1	4921	2718	168	40	93.999718	SHALL
5	1	81	1	9	2	5131	2718	187	40	95.404427	DESIGN
5	1	81	1	9	3	5365	2718	113	40	96.806870	THIS
5	1	81	1	9	4	5522	2718	330	40	93.028252	TEMPORARY
5	1	81	1	9	5	5892	2711	530	59	91.761520	SHORING/BRACING.
5	1	81	1	9	6	6470	2718	96	40	95.553535	THE
5	1	81	1	9	7	6610	2717	362	41	96.545158	CONTRACTOR
4	1	81	1	10	0	4921	2781	2051	58	-1	
5	1	81	1	10	1	4921	2787	168	40	85.011200	SHALL
5	1	81	1	10	2	5175	2787	227	40	85.011200	PROVIDE
5	1	81	1	10	3	5489	2787	113	40	72.185715	THIS
5	1	81	1	10	4	5688	2781	517	58	72.185715	SHORING/BRACING
5	1	81	1	10	5	6291	2787	149	40	72.836235	UNTIL
5	1	81	1	10	6	6525	2787	96	40	72.490005	THE
5	1	81	1	10	7	6708	2787	264	44	72.490005	REQUIRED
4	1	81	1	11	0	4921	2849	2051	41	-1	
5	1	81	1	11	1	4921	2849	354	41	92.311882	STRUCTURAL
5	1	81	1	11	2	5360	2850	274	40	92.311882	ELEMENTS
5	1	81	1	11	3	5720	2850	106	40	53.813873	AND
5	1	81	1	11	4	5914	2850	146	40	69.021126	THEIR)
5	1	81	1	11	5	6148	2849	379	41	93.066597	CONNECTIONS
5	1	81	1	11	6	6613	2850	139	40	42.418701	HAVE
5	1	81	1	11	7	6839	2850	133	40	89.678421	BEEN
4	1	81	1	12	0	4921	2912	1640	41	-1	
5	1	81	1	12	1	4921	2912	283	40	95.236465	INSTALLED
5	1	81	1	12	2	5249	2912	105	40	94.550476	AND
5	1	81	1	12	3	5398	2912	176	40	95.699570	REACH
5	1	81	1	12	4	5620	2912	147	40	95.699570	THEIR
5	1	81	1	12	5	5811	2912	148	40	94.314735	FINAL
5	1	81	1	12	6	6000	2912	186	40	96.262466	DESIGN
5	1	81	1	12	7	6232	2912	329	41	95.219604	STRENGTHS.
2	1	82	0	0	0	4734	2993	763	41	-1	
3	1	82	1	0	0	4734	2993	763	41	-1	
4	1	82	1	1	0	4734	2993	763	41	-1	
5	1	82	1	1	1	4734	2994	141	39	94.006592	PART
5	1	82	1	1	2	4915	2994	69	39	94.678749	17:
5	1	82	1	1	3	5039	2993	458	41	95.493019	MISCELLANEOUS:
2	1	83	0	0	0	4809	3075	45	39	-1	
3	1	83	1	0	0	4809	3075	45	39	-1	
4	1	83	1	1	0	4809	3075	45	39	-1	
5	1	83	1	1	1	4809	3075	45	39	92.655006	A.
2	1	84	0	0	0	4921	3074	2051	567	-1	
3	1	84	1	0	0	4921	3074	2051	567	-1	
4	1	84	1	1	0	4921	3074	2048	41	-1	
5	1	84	1	1	1	4921	3075	165	40	96.784988	REFER
5	1	84	1	1	2	5142	3075	63	40	95.394821	TO
5	1	84	1	1	3	5258	3075	183	40	95.394821	ENTIRE
5	1	84	1	1	4	5495	3075	96	40	96.825951	SET
5	1	84	1	1	5	5642	3075	64	40	96.764755	OF
5	1	84	1	1	6	5758	3075	353	40	95.851707	ENGINEERING
5	1	84	1	1	7	6164	3074	276	41	96.252815	DRAWINGS
5	1	84	1	1	8	6493	3075	99	40	71.653748	FOR
5	1	84	1	1	9	6648	3075	321	40	71.653748	DIMENSIONS
4	1	84	1	2	0	4921	3137	2051	47	-1	
5	1	84	1	2	1	4921	3137	106	40	95.783257	NOT
5	1	84	1	2	2	5074	3137	202	47	96.463097	SHOWN,
5	1	84	1	2	3	5330	3113	281	81	96.640686	INCLUDING
5	1	84	1	2	4	5661	3137	104	40	96.671021	BUT
5	1	84	1	2	5	5812	3137	105	40	63.065510	NOT
5	1	84	1	2	6	6006	3137	195	40	94.006996	LIMITED
5	1	84	1	2	7	6253	3137	77	40	96.482719	TO:
5	1	84	1	2	8	6393	3137	111	40	95.375755	SIZE
5	1	84	1	2	9	6555	3137	105	40	95.375755	AND
5	1	84	1	2	10	6712	3137	260	41	95.796173	LOCATION
4	1	84	1	3	0	4921	3200	2051	47	-1	
5	1	84	1	3	1	4921	3200	65	40	95.214485	OF
5	1	84	1	3	2	5048	3200	194	47	95.214485	CURBS,
5	1	84	1	3	3	5309	3200	308	43	95.662064	EQUIPMENT
5	1	84	1	3	4	5677	3200	413	40	96.056717	HOUSEKEEPING
5	1	84	1	3	5	6154	3200	156	47	96.341896	PADS,
5	1	84	1	3	6	6378	3200	135	40	95.329521	WALL
5	1	84	1	3	7	6576	3200	106	40	39.216980	AND
5	1	84	1	3	8	6803	3200	169	40	92.170334	FLOOR
4	1	84	1	4	0	4921	3262	2051	47	-1	
5	1	84	1	4	1	4921	3262	283	47	93.005157	OPENINGS,
5	1	84	1	4	2	5299	3262	334	47	90.777046	BLOCKOUTS,
5	1	84	1	4	3	5728	3262	169	40	93.983177	FLOOR
5	1	84	1	4	4	5989	3262	387	47	93.146019	DEPRESSIONS,
5	1	84	1	4	5	6470	3262	197	47	90.776863	SUMPS,
5	1	84	1	4	6	6762	3262	210	47	67.500343	DRAINS,
4	1	84	1	5	0	4922	3324	2049	48	-1	
5	1	84	1	5	1	4922	3324	222	41	94.981911	ANCHOR
5	1	84	1	5	2	5197	3325	181	47	96.546928	BOLTS,
5	1	84	1	5	3	5432	3325	285	40	96.125275	EMBEDDED
5	1	84	1	5	4	5770	3325	165	47	95.710236	ITEMS,
5	1	84	1	5	5	5990	3324	109	41	95.893997	ETC.
5	1	84	1	5	6	6154	3325	362	40	96.347443	CONTRACTOR
5	1	84	1	5	7	6569	3325	168	40	66.373543	SHALL
5	1	84	1	5	8	6787	3325	184	40	91.765640	VERIFY
4	1	84	1	6	0	4921	3387	2051	41	-1	
5	1	84	1	6	1	4921	3387	324	40	96.631828	DIMENSIONS
5	1	84	1	6	2	5299	3387	106	40	96.357056	AND
5	1	84	1	6	3	5460	3387	238	40	96.357056	RESOLVE
5	1	84	1	6	4	5752	3387	426	41	96.510956	DISCREPANCIES
5	1	84	1	6	5	6231	3387	67	40	95.814728	OR
5	1	84	1	6	6	6353	3387	290	41	95.761269	CONFLICTS
5	1	84	1	6	7	6697	3387	156	40	91.641258	PRIOR
5	1	84	1	6	8	6909	3387	63	40	91.641258	TO
4	1	84	1	7	0	4921	3449	2050	41	-1	
5	1	84	1	7	1	4921	3449	429	41	88.816360	CONSTRUCTION.
5	1	84	1	7	2	5443	3450	178	40	88.816360	WHERE
5	1	84	1	7	3	5669	3449	260	41	96.130394	SECTIONS
5	1	84	1	7	4	5978	3450	101	40	95.829460	ARE
5	1	84	1	7	5	6128	3449	275	41	95.585403	INDICATED
5	1	84	1	7	6	6453	3450	67	40	95.585403	ON
5	1	84	1	7	7	6572	3450	96	40	96.475899	THE
5	1	84	1	7	8	6717	3450	134	40	94.336960	PLAN
5	1	84	1	7	9	6903	3450	68	40	94.336960	BY
4	1	84	1	8	0	4922	3513	2050	59	-1	
5	1	84	1	8	1	4922	3520	30	39	95.321442	A
5	1	84	1	8	2	5010	3520	220	40	95.321442	NUMBER
5	1	84	1	8	3	5290	3520	105	40	93.536530	AND
5	1	84	1	8	4	5455	3520	30	39	95.104362	A
5	1	84	1	8	5	5543	3519	240	41	95.104362	DRAWING
5	1	84	1	8	6	5840	3520	221	40	93.508255	NUMBER
5	1	84	1	8	7	6120	3520	152	46	93.164658	THUS,
5	1	84	1	8	8	6334	3513	638	59	92.141678	1/C5,
5	1	84	1	8	9	6538	3495	102	81	91.144043	THE
5	1	84	1	8	10	6679	3513	293	59	91.144043	INDICATED
4	1	84	1	9	0	4921	3583	885	58	-1	
5	1	84	1	9	1	4921	3589	221	40	96.580040	SECTION
5	1	84	1	9	2	5187	3583	155	58	96.417725	(1)
5	1	84	1	9	3	5301	3565	62	81	96.181725	IS
5	1	84	1	9	4	5384	3589	185	40	96.477051	SHOWN
5	1	84	1	9	5	5614	3589	67	40	96.836708	ON
5	1	84	1	9	6	5727	3589	79	40	73.530670	C5.
2	1	85	0	0	0	4734	3670	1464	41	-1	
3	1	85	1	0	0	4734	3670	1464	41	-1	
4	1	85	1	1	0	4734	3670	1464	41	-1	
5	1	85	1	1	1	4734	3670	141	40	95.843575	PART
5	1	85	1	1	2	4915	3670	69	40	91.943466	18:
5	1	85	1	1	3	5039	3670	222	40	91.943466	SPECIAL
5	1	85	1	1	4	5302	3670	311	41	95.511429	INSPECTION
5	1	85	1	1	5	5659	3670	106	40	95.511429	AND
5	1	85	1	1	6	5809	3670	389	40	95.886932	OBSERVATION:
2	1	86	0	0	0	4809	3752	45	39	-1	
3	1	86	1	0	0	4809	3752	45	39	-1	
4	1	86	1	1	0	4809	3752	45	39	-1	
5	1	86	1	1	1	4809	3752	45	39	92.994049	A.
2	1	87	0	0	0	4921	3751	2051	169	-1	
3	1	87	1	0	0	4921	3751	2051	169	-1	
4	1	87	1	1	0	4922	3751	2049	47	-1	
5	1	87	1	1	1	4922	3752	96	40	94.467491	THE
5	1	87	1	1	2	5099	3751	242	41	92.744034	PROJECT
5	1	87	1	1	3	5418	3752	199	46	92.964455	OWNER,
5	1	87	1	1	4	5702	3751	279	41	84.898849	MARICOPA
5	1	87	1	1	5	6062	3751	229	47	86.292061	COUNTY,
5	1	87	1	1	6	6376	3752	111	40	63.986671	WILL
5	1	87	1	1	7	6566	3752	227	40	72.822449	PROVIDE
5	1	87	1	1	8	6875	3752	96	40	96.893250	THE
4	1	87	1	2	0	4921	3814	2051	43	-1	
5	1	87	1	2	1	4921	3814	274	41	94.153618	DIRECTION
5	1	87	1	2	2	5377	3814	67	40	91.857529	ON
5	1	87	1	2	3	5541	3814	263	43	75.904465	REQUIRED
5	1	87	1	2	4	5899	3814	222	40	75.904465	SPECIAL
5	1	87	1	2	5	6213	3814	312	41	76.711617	INSPECTION
5	1	87	1	2	6	6621	3814	151	40	76.711617	ITEMS
5	1	87	1	2	7	6819	3810	22	62	49.683273	=
5	1	87	1	2	8	6866	3814	106	40	93.567276	AND
4	1	87	1	3	0	4921	3876	2027	44	-1	
5	1	87	1	3	1	4921	3876	354	41	94.968834	STRUCTURAL
5	1	87	1	3	2	5316	3877	372	40	94.097580	OBSERVATION
5	1	87	1	3	3	5734	3877	67	40	94.097580	AS
5	1	87	1	3	4	5843	3877	263	43	95.905327	REQUIRED
5	1	87	1	3	5	6150	3877	68	40	95.987350	BY
5	1	87	1	3	6	6257	3876	279	41	96.019882	MARICOPA
5	1	87	1	3	7	6579	3876	218	41	95.856689	COUNTY
5	1	87	1	3	8	6836	3877	112	39	95.172760	RFP.
2	1	88	0	0	0	4921	3957	2050	41	-1	
3	1	88	1	0	0	4921	3957	2050	41	-1	
4	1	88	1	1	0	4921	3957	2050	41	-1	
5	1	88	1	1	1	4921	3957	222	41	89.278465	SPECIAL
5	1	88	1	1	2	5236	3958	350	40	64.076347	INSPECTIONS
5	1	88	1	1	3	5680	3958	38	40	83.755486	&
5	1	88	1	1	4	5812	3958	222	40	72.054916	SPECIAL
5	1	88	1	1	5	6126	3957	351	41	72.054916	INSPECTIONS
5	1	88	1	1	6	6571	3958	99	40	89.034943	FOR
5	1	88	1	1	7	6707	3953	27	63	46.346245	—
5	1	88	1	1	8	6765	3958	206	40	95.182388	SEISMIC
2	1	89	0	0	0	4921	4021	2051	110	-1	
3	1	89	1	0	0	4921	4021	2051	110	-1	
4	1	89	1	1	0	4921	4021	2051	59	-1	
5	1	89	1	1	1	4921	4027	331	41	96.201286	RESISTANCE
5	1	89	1	1	2	5301	4021	124	59	96.201286	(FOR
5	1	89	1	1	3	5476	4027	206	41	93.157341	SEISMIC
5	1	89	1	1	4	5731	4027	187	41	93.157341	DESIGN
5	1	89	1	1	5	5970	4027	288	41	93.083466	CATEGORY
5	1	89	1	1	6	6304	4021	52	59	92.641342	C)
5	1	89	1	1	7	6408	4028	101	40	95.524437	ARE
5	1	89	1	1	8	6559	4028	263	43	95.439682	REQUIRED
5	1	89	1	1	9	6873	4028	99	40	95.439682	FOR
4	1	89	1	2	0	4922	4090	1191	41	-1	
5	1	89	1	2	1	4922	4090	96	40	95.952263	THE
5	1	89	1	2	2	5061	4090	297	41	95.848251	FOLLOWING
5	1	89	1	2	3	5400	4090	151	40	90.628265	ITEMS
5	1	89	1	2	4	5593	4090	67	40	77.657379	ON
5	1	89	1	2	5	5706	4090	113	40	77.657379	THIS
5	1	89	1	2	6	5861	4090	252	41	94.705826	PROJECT:
2	1	90	0	0	0	4959	4171	1914	310	-1	
3	1	90	1	0	0	4959	4171	1914	228	-1	
4	1	90	1	1	0	4959	4171	1914	41	-1	
5	1	90	1	1	1	4959	4171	89	40	88.651451	B.1.
5	1	90	1	1	2	5109	4171	354	41	95.731133	STRUCTURAL
5	1	90	1	1	3	5504	4171	159	40	95.540390	STEEL
5	1	90	1	1	4	5704	4171	99	40	96.501961	PER
5	1	90	1	1	5	5847	4171	80	41	95.560364	IBC
5	1	90	1	1	6	5970	4171	181	40	75.974510	1704.3
5	1	90	1	1	7	6194	4171	105	40	95.759209	AND
5	1	90	1	1	8	6344	4171	194	40	94.507988	1707.2.
5	1	90	1	1	9	6585	4171	288	40	95.661514	APPROVED
4	1	90	1	2	0	5109	4233	1763	41	-1	
5	1	90	1	2	1	5109	4233	336	41	90.540466	FABRICATOR
5	1	90	1	2	2	5510	4233	372	41	95.683136	CERTIFICATES
5	1	90	1	2	3	5944	4234	140	40	92.568939	FROM
5	1	90	1	2	4	6150	4234	118	40	90.212624	AISC
5	1	90	1	2	5	6331	4234	67	40	93.266335	OR
5	1	90	1	2	6	6462	4234	80	40	88.742050	ICC
5	1	90	1	2	7	6605	4234	145	40	74.226700	MUST
5	1	90	1	2	8	6809	4234	63	40	74.226700	BE
4	1	90	1	3	0	5109	4296	1764	41	-1	
5	1	90	1	3	1	5109	4296	263	40	95.119896	PROVIDED
5	1	90	1	3	2	5422	4296	63	40	96.160736	TO
5	1	90	1	3	3	5533	4296	96	40	96.160736	THE
5	1	90	1	3	4	5677	4296	242	41	95.880569	BUILDING
5	1	90	1	3	5	5966	4296	233	40	95.346825	OFFICIAL
5	1	90	1	3	6	6246	4296	62	40	94.668968	TO
5	1	90	1	3	7	6356	4296	157	40	95.239647	WAIVE
5	1	90	1	3	8	6561	4296	312	41	95.612671	INSPECTION
4	1	90	1	4	0	5109	4359	659	40	-1	
5	1	90	1	4	1	5109	4359	64	40	96.074905	OF
5	1	90	1	4	2	5214	4359	142	40	95.526039	SHOP
5	1	90	1	4	3	5400	4359	368	40	95.526039	FABRICATION.
3	1	90	2	0	0	4959	4440	1914	41	-1	
4	1	90	2	1	0	4959	4440	1914	41	-1	
5	1	90	2	1	1	4959	4440	97	40	89.631363	B.2.
5	1	90	2	1	2	5109	4440	333	41	92.477074	REINFORCED
5	1	90	2	1	3	5519	4440	283	41	92.056519	CONCRETE
5	1	90	2	1	4	5878	4440	106	40	37.399399	AND
5	1	90	2	1	5	6062	4440	473	40	48.410568	POST—INSTALLED
5	1	90	2	1	6	6614	4440	259	41	95.146912	ANCHORS
2	1	91	0	0	0	4922	4502	2049	194	-1	
3	1	91	1	0	0	4922	4502	2049	194	-1	
4	1	91	1	1	0	5109	4502	1764	41	-1	
5	1	91	1	1	1	5109	4503	99	40	95.780724	PER
5	1	91	1	1	2	5258	4478	80	81	94.463501	IBC
5	1	91	1	1	3	5387	4503	182	40	74.963631	1704.4.
5	1	91	1	1	4	5655	4503	38	40	89.005959	&
5	1	91	1	1	5	5742	4503	180	40	94.980743	1707.7
5	1	91	1	1	6	5971	4503	105	40	94.980743	AND
5	1	91	1	1	7	6127	4503	96	40	93.275139	THE
5	1	91	1	1	8	6271	4502	197	41	67.831230	ICC-ES
5	1	91	1	1	9	6516	4503	213	40	96.058327	REPORT
5	1	91	1	1	10	6774	4503	99	40	96.832458	FOR
4	1	91	1	2	0	5109	4566	672	58	-1	
5	1	91	1	2	1	5109	4572	97	40	96.792015	THE
5	1	91	1	2	2	5248	4566	337	58	96.469475	PRODUCT(S)
5	1	91	1	2	3	5629	4572	152	40	95.842438	USED.
4	1	91	1	3	0	4922	4655	2049	41	-1	
5	1	91	1	3	1	4922	4655	96	40	96.152840	THE
5	1	91	1	3	2	5062	4655	97	41	96.709412	LPG
5	1	91	1	3	3	5203	4655	252	40	96.399826	STANDBY
5	1	91	1	3	4	5496	4655	327	41	96.466965	EMERGENCY
5	1	91	1	3	5	5863	4655	408	41	96.117607	GENERATOR
5	1	91	1	3	6	6214	4631	68	81	95.691345	IS
5	1	91	1	3	7	6315	4656	30	39	96.682465	A
5	1	91	1	3	8	6389	4655	331	40	95.491272	DESIGNATED
5	1	91	1	3	9	6765	4655	206	40	95.491272	SEISMIC
2	1	92	0	0	0	4921	4717	2050	104	-1	
3	1	92	1	0	0	4921	4717	2050	104	-1	
4	1	92	1	1	0	4921	4717	2050	44	-1	
5	1	92	1	1	1	4921	4718	205	40	95.407028	SYSTEM
5	1	92	1	1	2	5177	4717	284	44	96.077515	REQUIRING
5	1	92	1	1	3	5509	4717	205	41	88.730995	SEISMIC
5	1	92	1	1	4	5762	4717	399	44	93.060844	QUALIFICATION
5	1	92	1	1	5	6212	4718	42	39	44.092388	IN
5	1	92	1	1	6	6305	4717	370	41	44.092388	ACCORDANCE
5	1	92	1	1	7	6723	4718	116	39	85.811401	WITH
5	1	92	1	1	8	6890	4717	81	41	85.811401	IBC
4	1	92	1	2	0	4922	4780	525	41	-1	
5	1	92	1	2	1	4922	4780	182	40	91.656845	1708.4
5	1	92	1	2	2	5145	4781	38	39	91.479874	&
5	1	92	1	2	3	5225	4780	138	41	94.528694	ASCE
5	1	92	1	2	4	5406	4780	41	40	62.624027	7.
2	1	93	0	0	0	4734	4942	1813	41	-1	
3	1	93	1	0	0	4734	4942	1813	41	-1	
4	1	93	1	1	0	4734	4942	1813	41	-1	
5	1	93	1	1	1	4734	4943	141	39	95.835213	PART
5	1	93	1	1	2	4915	4943	69	40	95.697693	19:
5	1	93	1	1	3	5039	4943	185	40	93.242912	DUTIES
5	1	93	1	1	4	5266	4943	38	40	93.053085	&
5	1	93	1	1	5	5346	4943	478	40	95.645966	RESPONSIBILITIES
5	1	93	1	1	6	5866	4943	65	40	95.955994	OF
5	1	93	1	1	7	5971	4942	222	41	94.614059	SPECIAL
5	1	93	1	1	8	6234	4942	313	41	96.620163	INSPECTOR:
2	1	94	0	0	0	4809	5024	45	39	-1	
3	1	94	1	0	0	4809	5024	45	39	-1	
4	1	94	1	1	0	4809	5024	45	39	-1	
5	1	94	1	1	1	4809	5024	45	39	93.200294	A.
2	1	95	0	0	0	4809	5168	43	40	-1	
3	1	95	1	0	0	4809	5168	43	40	-1	
4	1	95	1	1	0	4809	5168	43	40	-1	
5	1	95	1	1	1	4809	5168	43	40	81.546326	B.
2	1	96	0	0	0	4921	5023	2050	104	-1	
3	1	96	1	0	0	4921	5023	2050	104	-1	
4	1	96	1	1	0	4921	5023	2050	41	-1	
5	1	96	1	1	1	4921	5023	222	41	90.271805	SPECIAL
5	1	96	1	1	2	5207	5024	297	40	90.271805	INSPECTOR
5	1	96	1	1	3	5571	5024	168	40	87.821487	SHALL
5	1	96	1	1	4	5803	5024	245	40	96.146690	OBSERVE
5	1	96	1	1	5	6114	5024	147	40	94.817101	WORK
5	1	96	1	1	6	6329	5023	262	41	93.045654	ASSIGNED
5	1	96	1	1	7	6659	5024	63	40	37.587311	TO
5	1	96	1	1	8	6787	5024	184	40	95.670448	VERIFY
4	1	96	1	2	0	4922	5086	1985	41	-1	
5	1	96	1	2	1	4922	5086	369	41	95.065620	ACCORDANCE
5	1	96	1	2	2	5334	5086	117	40	95.065620	WITH
5	1	96	1	2	3	5497	5086	288	40	95.715546	APPROVED
5	1	96	1	2	4	5829	5086	186	40	96.048668	DESIGN
5	1	96	1	2	5	6061	5086	275	40	90.152046	DRAWINGS
5	1	96	1	2	6	6379	5087	38	39	90.152046	&
5	1	96	1	2	7	6459	5086	448	41	95.545280	SPECIFICATIONS.
2	1	97	0	0	0	4921	5167	2051	353	-1	
3	1	97	1	0	0	4921	5167	2051	353	-1	
4	1	97	1	1	0	4921	5167	2050	41	-1	
5	1	97	1	1	1	4921	5167	412	41	93.554230	CONSTRUCTION
5	1	97	1	1	2	5386	5167	259	41	93.005806	MANAGER
5	1	97	1	1	3	5696	5168	42	39	74.134644	IN
5	1	97	1	1	4	5791	5167	216	41	74.134644	CHARGE
5	1	97	1	1	5	6057	5168	64	40	96.526787	OF
5	1	97	1	1	6	6169	5167	222	41	94.203178	SPECIAL
5	1	97	1	1	7	6439	5167	311	41	86.260262	INSPECTION
5	1	97	1	1	8	6803	5168	168	40	94.134727	SHALL
4	1	97	1	2	0	4921	5230	2050	41	-1	
5	1	97	1	2	1	4921	5230	227	40	95.748024	PROVIDE
5	1	97	1	2	2	5194	5230	312	41	95.925842	INSPECTION
5	1	97	1	2	3	5554	5230	246	40	96.097504	REPORTS
5	1	97	1	2	4	5845	5230	63	40	95.822365	TO
5	1	97	1	2	5	5953	5230	242	41	95.922615	BUILDING
5	1	97	1	2	6	6240	5230	233	41	92.363365	OFFICIAL
5	1	97	1	2	7	6517	5231	38	39	91.311417	&
5	1	97	1	2	8	6600	5230	260	41	95.291061	ENGINEER
5	1	97	1	2	9	6907	5230	64	40	95.291061	OF
4	1	97	1	3	0	4921	5292	2050	41	-1	
5	1	97	1	3	1	4921	5293	229	40	94.240067	RECORD.
5	1	97	1	3	2	5248	5293	426	40	93.316689	DISCREPANCIES
5	1	97	1	3	3	5767	5293	168	40	86.552879	SHALL
5	1	97	1	3	4	6027	5293	63	40	83.803543	BE
5	1	97	1	3	5	6184	5292	257	41	83.803543	BROUGHT
5	1	97	1	3	6	6532	5293	63	40	45.307144	TO
5	1	97	1	3	7	6689	5293	282	40	88.465324	IMMEDIATE
4	1	97	1	4	0	4922	5355	2050	47	-1	
5	1	97	1	4	1	4922	5355	289	40	78.209618	ATTENTION
5	1	97	1	4	2	5285	5355	65	40	86.816879	OF
5	1	97	1	4	3	5419	5355	361	41	83.971573	CONTRACTOR
5	1	97	1	4	4	5852	5355	99	40	85.008179	FOR
5	1	97	1	4	5	6023	5355	354	41	85.008179	CORRECTION.
5	1	97	1	4	6	6452	5355	39	40	85.178009	IF
5	1	97	1	4	7	6560	5355	412	47	85.178009	UNCORRECTED,
4	1	97	1	5	0	4921	5417	2051	41	-1	
5	1	97	1	5	1	4921	5418	426	40	94.439613	DISCREPANCIES
5	1	97	1	5	2	5410	5418	168	40	95.467667	SHALL
5	1	97	1	5	3	5639	5418	63	40	95.467667	BE
5	1	97	1	5	4	5765	5418	295	40	91.813644	SUBMITTED
5	1	97	1	5	5	6125	5418	62	40	93.463425	TO
5	1	97	1	5	6	6250	5417	186	41	78.692932	DESIGN
5	1	97	1	5	7	6503	5418	303	40	90.310944	AUTHORITY
5	1	97	1	5	8	6866	5418	106	40	95.551971	AND
4	1	97	1	6	0	4921	5480	529	40	-1	
5	1	97	1	6	1	4921	5480	242	40	96.603958	BUILDING
5	1	97	1	6	2	5205	5480	245	40	95.006737	OFFICIAL.
2	1	98	0	0	0	4921	5561	2051	291	-1	
3	1	98	1	0	0	4921	5561	2051	291	-1	
4	1	98	1	1	0	4921	5561	2050	47	-1	
5	1	98	1	1	1	4921	5561	144	40	96.474625	UPON
5	1	98	1	1	2	5120	5561	335	41	92.930336	COMPLETION
5	1	98	1	1	3	5510	5561	64	40	96.834312	OF
5	1	98	1	1	4	5625	5561	263	40	96.082016	ASSIGNED
5	1	98	1	1	5	5941	5561	163	47	95.606796	WORK,
5	1	98	1	1	6	6159	5561	97	40	95.775215	THE
5	1	98	1	1	7	6308	5561	259	40	95.775215	ENGINEER
5	1	98	1	1	8	6620	5561	169	40	82.120705	SHALL
5	1	98	1	1	9	6839	5561	132	40	82.120705	SEAL
4	1	98	1	2	0	4921	5623	2050	41	-1	
5	1	98	1	2	1	4921	5624	39	40	92.480972	&
5	1	98	1	2	2	5016	5624	115	40	96.499260	SIGN
5	1	98	1	2	3	5191	5624	376	40	96.403244	APPROPRIATE
5	1	98	1	2	4	5624	5624	179	40	92.389290	FORMS
5	1	98	1	2	5	5860	5623	306	41	91.650238	CERTIFYING
5	1	98	1	2	6	6222	5624	63	40	91.650238	TO
5	1	98	1	2	7	6341	5624	134	40	94.551003	BEST
5	1	98	1	2	8	6528	5624	65	40	94.551003	OF
5	1	98	1	2	9	6648	5623	323	41	96.140694	KNOWLEDGE
4	1	98	1	3	0	4922	5686	2050	41	-1	
5	1	98	1	3	1	4922	5686	96	40	89.769333	THE
5	1	98	1	3	2	5105	5686	146	40	83.312729	WORK
5	1	98	1	3	3	5339	5686	41	40	50.787216	IS
5	1	98	1	3	4	5466	5687	42	39	52.938671	IN
5	1	98	1	3	5	5597	5686	409	41	85.511757	CONFORMANCE
5	1	98	1	3	6	6093	5686	116	40	91.522995	WITH
5	1	98	1	3	7	6299	5686	287	40	90.678558	APPROVED
5	1	98	1	3	8	6674	5686	174	40	58.578674	PLANS
5	1	98	1	3	9	6933	5687	39	39	87.715347	&
4	1	98	1	4	0	4921	5748	2050	41	-1	
5	1	98	1	4	1	4921	5748	396	41	76.196220	SPECIFICATION
5	1	98	1	4	2	5388	5749	38	40	82.583046	&
5	1	98	1	4	3	5494	5749	329	40	94.562683	APPLICABLE
5	1	98	1	4	4	5891	5749	395	40	71.418091	WORKMANSHIP
5	1	98	1	4	5	6356	5749	320	40	71.418091	PROVISIONS
5	1	98	1	4	6	6744	5749	64	40	77.850372	OF
5	1	98	1	4	7	6875	5749	96	40	95.866714	THE
4	1	98	1	5	0	4921	5811	154	41	-1	
5	1	98	1	5	1	4921	5811	154	41	95.344429	CODE.
2	1	99	0	0	0	4921	5892	2051	111	-1	
3	1	99	1	0	0	4921	5892	2051	111	-1	
4	1	99	1	1	0	4921	5892	2051	41	-1	
5	1	99	1	1	1	4921	5892	222	41	94.955231	SPECIAL
5	1	99	1	1	2	5184	5892	351	41	96.208481	INSPECTIONS
5	1	99	1	1	3	5578	5893	102	40	94.306580	ARE
5	1	99	1	1	4	5723	5893	63	40	96.025253	TO
5	1	99	1	1	5	5828	5893	63	40	96.140999	BE
5	1	99	1	1	6	5934	5893	322	40	95.944885	PERFORMED
5	1	99	1	1	7	6300	5893	440	40	95.783501	INDEPENDENTLY
5	1	99	1	1	8	6780	5893	105	40	46.027740	AND
5	1	99	1	1	9	6930	5893	42	39	46.027740	IN
4	1	99	1	2	0	4922	5956	1725	47	-1	
5	1	99	1	2	1	4922	5962	241	40	96.640999	ADDITION
5	1	99	1	2	2	5209	5962	63	40	95.935806	TO
5	1	99	1	2	3	5314	5962	242	41	93.236748	BUILDING
5	1	99	1	2	4	5598	5956	283	46	67.739197	OFFICIAL’S
5	1	99	1	2	5	5923	5962	315	40	96.303993	SCHEDULED
5	1	99	1	2	6	6282	5962	365	41	95.661469	INSPECTIONS.
2	1	100	0	0	0	7001	285	4	6621	-1	
3	1	100	1	0	0	7001	285	4	6621	-1	
4	1	100	1	1	0	7001	285	4	6621	-1	
5	1	100	1	1	1	7001	285	4	6621	95.000000	 
2	1	101	0	0	0	7042	356	437	41	-1	
3	1	101	1	0	0	7042	356	437	41	-1	
4	1	101	1	1	0	7042	356	437	41	-1	
5	1	101	1	1	1	7042	356	242	40	95.795448	BUILDING
5	1	101	1	1	2	7326	356	153	41	94.888840	CODE:
2	1	102	0	0	0	7042	437	2048	103	-1	
3	1	102	1	0	0	7042	437	2048	103	-1	
4	1	102	1	1	0	7042	437	2048	47	-1	
5	1	102	1	1	1	7042	438	127	40	96.694275	2012
5	1	102	1	1	2	7211	438	199	40	93.283157	EDITION
5	1	102	1	1	3	7456	438	65	40	96.790741	OF
5	1	102	1	1	4	7562	438	96	40	96.451805	THE
5	1	102	1	1	5	7701	438	423	40	94.870041	INTERNATIONAL
5	1	102	1	1	6	8165	437	242	41	94.870041	BUILDING
5	1	102	1	1	7	8449	438	154	46	94.011482	CODE,
5	1	102	1	1	8	8649	438	117	39	95.762581	WITH
5	1	102	1	1	9	8811	438	279	40	96.647224	MARICOPA
4	1	102	1	2	0	7042	500	639	40	-1	
5	1	102	1	2	1	7042	500	218	40	95.545349	COUNTY
5	1	102	1	2	2	7299	500	382	40	95.612030	AMENDMENTS.
2	1	103	0	0	0	7039	592	2091	104	-1	
3	1	103	1	0	0	7039	592	2091	104	-1	
4	1	103	1	1	0	7039	592	2091	42	-1	
5	1	103	1	1	1	7039	593	100	41	96.038490	FOR
5	1	103	1	1	2	7182	593	412	41	94.458008	CONSTRUCTION
5	1	103	1	1	3	7639	592	435	42	94.458008	SPECIFICATIONS
5	1	103	1	1	4	8116	593	65	41	96.344894	OF
5	1	103	1	1	5	8221	593	112	41	95.515968	NEW
5	1	103	1	1	6	8371	593	133	41	94.496346	POLE
5	1	103	1	1	7	8546	592	317	42	94.496346	STRUCTURE
5	1	103	1	1	8	8905	593	107	41	95.092842	AND
5	1	103	1	1	9	9055	593	75	41	95.092842	ITS
4	1	103	1	2	0	7039	655	1901	41	-1	
5	1	103	1	2	1	7039	655	341	41	95.974030	FOUNDATION
5	1	103	1	2	2	7425	655	203	41	96.243889	PLEASE
5	1	103	1	2	3	7669	655	166	41	96.312538	REFER
5	1	103	1	2	4	7879	655	63	41	96.626091	TO
5	1	103	1	2	5	7983	655	277	41	96.376877	DRAWINGS
5	1	103	1	2	6	8301	655	265	41	96.276062	PROVIDED
5	1	103	1	2	7	8608	655	70	41	96.225555	BY
5	1	103	1	2	8	8716	655	224	41	96.368256	OTHERS.
2	1	104	0	0	0	7042	401	461	3	-1	
3	1	104	1	0	0	7042	401	461	3	-1	
4	1	104	1	1	0	7042	401	461	3	-1	
5	1	104	1	1	1	7042	401	461	3	95.000000	 
2	1	105	0	0	0	7042	825	420	40	-1	
3	1	105	1	0	0	7042	825	420	40	-1	
4	1	105	1	1	0	7042	825	420	40	-1	
5	1	105	1	1	1	7042	825	186	40	83.155640	DESIGN
5	1	105	1	1	2	7274	825	188	40	83.155640	LOADS:
2	1	106	0	0	0	7042	906	1966	103	-1	
3	1	106	1	0	0	7042	906	1966	103	-1	
4	1	106	1	1	0	7042	906	1966	47	-1	
5	1	106	1	1	1	7042	906	99	40	92.326118	FOR
5	1	106	1	1	2	7185	906	293	40	91.736801	MONOPOLE
5	1	106	1	1	3	7521	906	275	47	96.197098	ANALYSIS,
5	1	106	1	1	4	7842	906	202	40	94.037651	PLEASE
5	1	106	1	1	5	8086	906	165	40	94.037651	REFER
5	1	106	1	1	6	8296	906	63	40	95.811790	TO
5	1	106	1	1	7	8401	906	353	41	93.413872	STRUCTURAL
5	1	106	1	1	8	8795	906	213	40	96.536453	REPORT
4	1	106	1	2	0	7042	969	679	40	-1	
5	1	106	1	2	1	7042	969	263	40	96.191208	PROVIDED
5	1	106	1	2	2	7349	969	68	40	95.575577	BY
5	1	106	1	2	3	7457	969	264	40	95.241348	VALMONT.
2	1	107	0	0	0	7042	870	443	3	-1	
3	1	107	1	0	0	7042	870	443	3	-1	
4	1	107	1	1	0	7042	870	443	3	-1	
5	1	107	1	1	1	7042	870	443	3	95.000000	 
2	1	108	0	0	0	7042	1131	859	41	-1	
3	1	108	1	0	0	7042	1131	859	41	-1	
4	1	108	1	1	0	7042	1131	859	41	-1	
5	1	108	1	1	1	7042	1131	99	40	96.286362	FOR
5	1	108	1	1	2	7185	1132	93	39	95.737350	ALL
5	1	108	1	1	3	7319	1131	172	40	95.872780	OTHER
5	1	108	1	1	4	7535	1131	366	41	95.841606	STRUCTURES:
2	1	109	0	0	0	7042	1212	2034	103	-1	
3	1	109	1	0	0	7042	1212	2034	103	-1	
4	1	109	1	1	0	7042	1212	2034	47	-1	
5	1	109	1	1	1	7042	1213	124	40	95.575111	WIND
5	1	109	1	1	2	7210	1213	136	40	95.748993	LOAD
5	1	109	1	1	3	7390	1229	34	13	95.281334	=
5	1	109	1	1	4	7471	1213	91	40	95.281334	120
5	1	109	1	1	5	7604	1213	108	39	96.189980	MPH
5	1	109	1	1	6	7758	1213	255	40	95.503883	ULTIMATE
5	1	109	1	1	7	8056	1213	124	40	95.405449	WIND
5	1	109	1	1	8	8224	1213	168	40	95.405449	SPEED
5	1	109	1	1	9	8437	1213	116	39	96.040764	WITH
5	1	109	1	1	10	8599	1213	27	40	96.548332	3
5	1	109	1	1	11	8669	1212	213	41	94.425339	SECOND
5	1	109	1	1	12	8926	1212	150	47	94.425339	GUST,
4	1	109	1	2	0	7042	1275	370	40	-1	
5	1	109	1	2	1	7042	1275	284	40	93.161652	EXPOSURE
5	1	109	1	2	2	7369	1275	43	40	82.534523	C.
2	1	110	0	0	0	7042	1356	916	203	-1	
3	1	110	1	0	0	7042	1356	916	203	-1	
4	1	110	1	1	0	7042	1356	611	41	-1	
5	1	110	1	1	1	7042	1356	114	40	95.540230	RISK
5	1	110	1	1	2	7201	1356	287	41	96.039955	CATEGORY
5	1	110	1	1	3	7528	1372	34	14	93.695869	=
5	1	110	1	1	4	7608	1357	45	39	87.300255	IV
4	1	110	1	2	0	7042	1437	916	41	-1	
5	1	110	1	2	1	7042	1437	205	41	94.753242	SEISMIC
5	1	110	1	2	2	7290	1437	186	41	94.753242	DESIGN
5	1	110	1	2	3	7522	1437	288	41	96.463074	CATEGORY
5	1	110	1	2	4	7849	1454	34	13	93.098198	=
5	1	110	1	2	5	7929	1437	29	41	90.295280	C
4	1	110	1	3	0	7042	1519	624	40	-1	
5	1	110	1	3	1	7042	1519	112	40	96.081268	SOIL
5	1	110	1	3	2	7195	1519	108	40	94.931915	SITE
5	1	110	1	3	3	7345	1519	171	40	94.931915	CLASS
5	1	110	1	3	4	7558	1535	34	13	88.187149	=
5	1	110	1	3	5	7638	1519	28	40	88.187149	D
2	1	111	0	0	0	7042	1600	2170	196	-1	
3	1	111	1	0	0	7042	1600	2170	196	-1	
4	1	111	1	1	0	7042	1600	2170	53	-1	
5	1	111	1	1	1	7042	1600	218	40	96.445450	MAPPED
5	1	111	1	1	2	7304	1600	277	40	96.011536	SPECTRAL
5	1	111	1	1	3	7622	1600	284	40	94.930176	RESPONSE
5	1	111	1	1	4	7949	1600	456	47	96.007408	ACCELERATIONS,
5	1	111	1	1	5	8451	1600	58	40	94.552330	Ss
5	1	111	1	1	6	8551	1616	34	13	93.229958	=
5	1	111	1	1	7	8632	1600	196	53	88.140251	24.1%g;
5	1	111	1	1	8	8881	1600	47	40	88.654739	S1
5	1	111	1	1	9	8980	1616	33	13	92.486130	=
5	1	111	1	1	10	9060	1600	152	53	85.745003	7.2%q
4	1	111	1	2	0	7042	1681	2057	53	-1	
5	1	111	1	2	1	7042	1681	186	40	96.574509	DESIGN
5	1	111	1	2	2	7274	1681	277	41	96.599449	SPECTRAL
5	1	111	1	2	3	7592	1681	402	41	96.091209	ACCELERATION
5	1	111	1	2	4	8040	1681	376	47	93.290642	PARAMETERS,
5	1	111	1	2	5	8461	1681	92	40	91.609695	Sds
5	1	111	1	2	6	8596	1697	33	14	88.693161	=
5	1	111	1	2	7	8676	1681	204	53	88.693161	25.7%g;
5	1	111	1	2	8	8933	1681	81	40	84.183884	Sd1
5	1	111	1	2	9	9065	1697	34	14	95.460533	=
4	1	111	1	3	0	7042	1744	174	52	-1	
5	1	111	1	3	1	7042	1744	174	52	36.323090	11.6%g
2	1	112	0	0	0	7042	1906	393	40	-1	
3	1	112	1	0	0	7042	1906	393	40	-1	
4	1	112	1	1	0	7042	1906	393	40	-1	
5	1	112	1	1	1	7042	1906	393	40	91.390404	FOUNDATIONS:
2	1	113	0	0	0	7042	1987	2229	486	-1	
3	1	113	1	0	0	7042	1987	2229	486	-1	
4	1	113	1	1	0	7042	1987	2229	47	-1	
5	1	113	1	1	1	7042	1988	112	40	93.955811	SOIL
5	1	113	1	1	2	7195	1988	213	40	95.717735	REPORT
5	1	113	1	1	3	7447	1988	68	40	92.942284	BY
5	1	113	1	1	4	7554	1988	222	46	91.400002	PROTEX;
5	1	113	1	1	5	7829	1987	242	41	94.805115	PROJECT
5	1	113	1	1	6	8110	1988	84	40	95.176361	NO.
5	1	113	1	1	7	8240	1988	97	40	95.825348	TBD
5	1	113	1	1	8	8381	1988	170	40	95.735680	DATED
5	1	113	1	1	9	8596	1988	112	40	95.633667	TBD.
5	1	113	1	1	10	8754	1988	212	40	95.633667	SPREAD
5	1	113	1	1	11	9010	1987	261	41	96.436760	FOOTINGS
4	1	113	1	2	0	7042	2050	2227	47	-1	
5	1	113	1	2	1	7042	2050	168	40	95.706581	SHALL
5	1	113	1	2	2	7251	2050	138	40	94.677856	BEAR
5	1	113	1	2	3	7433	2050	67	40	94.982491	ON
5	1	113	1	2	4	7545	2050	133	47	94.064529	FIRM,
5	1	113	1	2	5	7724	2050	374	40	95.860451	UNDISTURBED
5	1	113	1	2	6	8142	2050	112	40	93.295944	SOIL
5	1	113	1	2	7	8295	2050	67	40	94.539696	OR
5	1	113	1	2	8	8406	2050	347	40	92.386803	CONTROLLED
5	1	113	1	2	9	8797	2050	328	41	89.583397	COMPACTED
5	1	113	1	2	10	9169	2050	100	40	96.584892	FILL
4	1	113	1	3	0	7042	2112	2089	41	-1	
5	1	113	1	3	1	7042	2113	42	39	95.699760	IN
5	1	113	1	3	2	7130	2112	369	41	95.948051	ACCORDANCE
5	1	113	1	3	3	7542	2113	117	39	95.612350	WITH
5	1	113	1	3	4	7705	2113	96	40	95.830032	THE
5	1	113	1	3	5	7844	2113	177	40	96.253716	ABOVE
5	1	113	1	3	6	8063	2113	224	40	94.583473	REPORT.
5	1	113	1	3	7	8333	2113	211	40	96.110886	BOTTOM
5	1	113	1	3	8	8590	2113	64	40	96.110886	OF
5	1	113	1	3	9	8695	2112	226	41	96.195824	FOOTING
5	1	113	1	3	10	8964	2113	62	40	95.596153	TO
5	1	113	1	3	11	9069	2113	62	40	95.596153	BE
4	1	113	1	4	0	7042	2172	2106	47	-1	
5	1	113	1	4	1	7042	2172	143	47	44.264622	1’—6 SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
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format
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reproduced
or COMMUNIGATIONS SERVIGES, ING
MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS
TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE 14350 N. 87th ST., STE. 145
disclosed
WITHIN S-FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = SCOTTSDALE, AZ 85260
1,500 PSF. FOUNDATION EXCAVATION SHALL BE INSPECTED BY SOILS PHONE: 480.291.6824
ENGINEER PRIOR TO PLACEMENT OF CONCRETE.
used,
PE SEAL
be
SPECIAL INSPECTIONS:
cannot PER IBC SECTION 1701, SPECIAL INSPECTION IS REQUIRED FOR THE
FOLLOWING ITEMS:
It
1. CONCRETE CONSTRUCTION (CONTINUOUS)
project.
BOLTS IN CONCRETE AND HIGH STRENGTH BOLTING (CONTINUOUS)
WN
REINFORCING STEEL (PERIODIC)
specific
MASONRY CONSTRUCTION (PERIODIC)
Oe
a EXPANSION AND EPOXY BOLTS (CONTINUOUS):
on
A) DURING PLACEMENT OF ALL EXPANSION AND EPOXY BOLTS, FOR
use VISUAL VERIFICATION OF HOLE
for
B) DIAMETER AND DEPTH AND PLACEMENT OF BOLT AND/OR EPOXY
solely 6. SOIL COMPACTION BELOW SLAB ON GRADE (PERIODIC)
7. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: DESIGNER: JASON NGO
A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO
information BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS SUBMITTALS
AND SPECIFICATION.
REV.| DATE DESCRIPTION | BY
B) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO
contains THE CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION. QO | 04.24.17 REVIEW AW
CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION 1 | 05.10.17} COMMENTS FAW
SHALL PROVIDE INSPECTION REPORTS TO BUILDING OFFICIAL &
and 2 | 05.16.17] COMMENTS — | AW
ENGINEER OF RECORD. DISCREPANCIES SHALL BE BROUGHT TO
IMMEDIATE ATTENTION OF CONTRACTOR FOR CORRECTION. IF
UNCORRECTED, DISCREPANCIES SHALL BE SUBMITTED TO DESIGN
ADWCOMM AUTHORITY AND BUILDING OFFICIAL.
C) UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER SHALL
THE INFORMATION CONTAINED IN THIS SET
COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
TO THE BEST OF HIS KNOWLEDGE THE WORK IS IN THE ANY USE OR DISCLOSURE OTHER THAN THAT
item CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.
UPGRADE IS STRICTLY PROHIBITED.
D) SPECIAL INSPECTIONS ARE TO BE PERFORMED INDEPENDENTLY AND
proprietary
IN ADDITION TO BUILDING OFFICIAL’S SCHEDULED INSPECTIONS. PLOT DATE: 9/19/17
a
is ADDITIONAL MOTOROLA R56 SPECIFICATIONS: SITE_CODE:
FISH
document
SECTION 4.4.1.2.2 GROUND ROD INSTALLATION:
e GROUND RODS THAT CANNOT BE DRIVEN STRAIGHT DOWN, DUE TO
This CONTACT WITH ROCK FORMATIONS, MAY BE DRIVEN AT AN OBLIQUE SITE_NAME:
ANGLE OF NOT GREATER THAN 45 DEGREES FROM THE VERTICAL, OR
FISH CREEK FILL
MAY BE BURIED HORIZONTALLY AND PERPENDICULAR TO THE BUILDING,
IN A TRENCH AT LEAST 762 MM (30 IN.) DEEP.
(ADWCOMM).
SITE ADDRESS:
LATITUDE: 33° 31° 59.5” N
LONGITUDE: 111° 18 51.93” W
INC
MILE POST 222 TOP/FISH
CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
SHEET TITLE:
Communications GENERAL, STRUCTURAL
& INSPECTION NOTES
OADW SHEET NUMBER:
GN
= 3
Copyright

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permission
written
prior
's
ADWCOMM
10" 10" CAA) MOTOROLA SOLU SIONS
| 1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
format
any
WY
in
reproduced
14" 14"
or COMMUNICATIONS SERVICES, ING
14350 N. 87th ST., STE. 145
disclosed LEAD ACID BATTERIES DO NOT
SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
CORROSIVE LIQUIDS (ELECTROLYTE)
used, ENERGIZED ELECTRICAL CIRCUITS
CLIMB
PE SEAL
NO SMOKING
be
SmartSign.com * 800-952-1457 + S-9402 SmartSign.com * 800-952-1457 « $.8619
cannot
It
project.
specific
a
on
use
for NFPA INFORMATION SIGN NOTE: DANGER DO NOT CLUMB SIGN NOTE:
solely (QTY 1) TO BE POSTED ON EXTERIOR DOOR OF SHELTER (QTY 1) TO BE ATTACHED ON POLE
DESIGNER: JASON NGO
information
SUBMITTALS
REQUIRED NFPA SIGNAGE DO NOT CLIMB SIGNAGE NOT USED REV.| DATE DESCRIP TION BY
Q | 04.24.17 REVIEW AW
contains
05.10.17 COMMENTS AW
and 24" & 12"
2 | 05.16.17 COMMENTS AW
11"
& 12"
ADWCOMM
lf >
PUBLIC SAFETY
THE INFORMATION CONTAINED IN THIS SET
RADIO COMMUNICATIONS FACILITY OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item NO TRESPASSING WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
NO VANDALISM Maricopa County
|=
|
proprietary () ar Wireless Systems
18"
NO LOITERING C 4 PLOT DATE: 9/19/17
OuNS
8"
a
is ON THIS PROPERTY 18"
SITE_CODE:
8-1/2"
FISH
document VIOLATORS WILL
Contact: | Maricopa County Radio Shop
Radio frequency fields beyond
(602) 506-1191
BE PROSECUTED this point may exceed the FCC
This \ A general public exposure limit. SITE NAME:
FISH CREEK HILL
Obey all posted signs and site guidelines
for working in radio frequency
environments.
(ADWCOMM).
SlIT—E ADDRESS:
In accordance with Federal Communications Commission
\ rules on radio frequency emission 47 CFR 1.1307(b) J) LATITUDE: 33° 31° 59.5” N
LONGITUDE: 111° 18° 51.93” W
INC
MILE POST 222 TOP/FISH
CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
NO TRESPASSING SIGN NOTES: RE NOTICE SIGN NOTES:
OWNER CONTACT INFORMATION SIGN NOTE: RE GUIDELINES PLACARD NOTES: SHEET TITLE:
— (QTY 1) SIGNS SHALL BE MOUNTED ON SHELTER 1. (QTY 1) SIGN SHALL BE MOUNTED ON SHELTER DOOR
2. NO TRESPASSING SIGN SHALL BE PLACED 2. RF NOTICE SIGN SHALL BE MOUNTED ON SHELTER DOOR
(QTY 1) TO BE POSTED ON EXTERIOR DOOR (QTY 1) TO BE POSTED INSIDE THE
Communications SHELTER DOOR
OF SHELTER EQUIPMENT ROOM ON SHELTER DOOR TO SIGNAGE & NOTES
MAKE ALL WORKERS AWARE OF THE NORMAL
REQUIREMENTS FOR SITE OPERATION.
RF GUIDELINES PLACKARD SHALL BE PLACED
OADW 5’-0” FROM THE FINISH FLOOR SHEET NUMBER:
SN
1
Copyright
NO TRESPASSING & RF SIGNAGE scare nts | 3 SHELTER SIGNAGE SCALE : NTS 5

one
arte
are
ore
ore
SURVEYOR
ore
gre
2925 E Riggs Rd Suite 8-191
are
Chandler, AZ 85249 are
ore
(480) 656-7912 office
gre
(480) 219-5195 fax ore
ore
gre
gre
Z one
~ i one W CREEK” WITH THE US
™~ ] are STATE PLANE NAD83 ARIIZONA STATE PLANE COORDINATES IN
gre ROCK WALL INTERNATIONAL FEET ARE, NORTHING: 921765.62’, EASTING: 883974.62’;
THENCE ALONG A BEARING NORTH 57 DEGREES O07 MINUTES 51 SECONDS
WEST, THAT IS BASED UPON NAD83 ARIZONA STATE PLANE CENTRAL ® MOTOROLA = 0.U IONS
ZONE COORDINATE SYSTEM FOR A DISTANCE OF 508.80 FEET TO THE
-, POINT OF BEGINNING;
THENCE SOUTH 41 DEGREES 50 MINUTES 53 SECONDS WEST, A DISTANCE 1303 East Algonquin Road
10° 12’
N OF 14.00 FEET; THENCE NORTH 48 DEGREES 09 MINUTES O07 SECONDS
MAG-N Schaumburg, Illinois 60196 USA
WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH 41 DEGREES 50
MINUTES 53 SECONDS EAST, A DISTANCE OF 38.01 FEET; Telephone: 847.576.5000
THENCE SOUTH 48 DEGREES 09 MINUTES O07 SECONDS EAST, A DISTANCE
RESTROOMS www.MOTOROLASOLUTIONS.com
OF 42.00 FEET;
THENCE SOUTH 04 DEGREES 59 MINUTES 12 SECONDS WEST, A DISTANCE
OF 30.01 FEET TO THE POINT OF TERMINUS.
AN AREA CONTAINING 2,064 SQ.FT OR 0.05 ACRES MORE OR LESS.
- MARICOPA COUNTY
COMMUNICATIONS SERVICES, INC
AREA
= fv
14350 N. 87TH ST, SUITE 190
re SCOTTSDALE, AZ 85260
N
/ Phone: 480.291.6820
www.adwcomm.com
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE
PROPERTY OF THE OWNER, IT IS PRODUCED SOLELY
FOR USE BY THE OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING AND/OR
THE INFORMATION CONTAINED IN IT IS FORBIDDEN
WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
\. EDGE OF |
mt /
PAVEMENT | |
pore oy ;
—PROPOSED 50’ MONOPOLE |
POSITION OF GEODETIC |
_
COORDINATES = |
~ »~ ~\ SI |
>
~ \ Q | APN: NA
|
|
)
LEGAL DESCRIPTIONS
SCALE IS BASED ON 24 X 36 “D" SIZE
(11 X 17 FORMAT IS NOT TO SCALED
PROJECT AREA
CANYON LAKE DRAWN BY: JC
\ “|
APPROVED BY: JC
TORTILLA FLATS
SUBMIT TRACKER
REV. DATE DESCRIPTION BY
POWER POLE 1 1.03.17 PRELIMINARY JC
W/ TRANSFORMER
2 3.12.17 SUBMITTAL JC
ROCK WALL
VICINITY MAP - N.T.S.
SITE CUDE!
BENCHMARK
NGS CONTROL POINT FISH CREEK, BEING A NGS BRASS FISH
CAP FLUSH, ELEVATION= 3055.70’° NAVD88 DATUM
SITE NAME!
CENTER OF PROPOSED MONOPOLE (NAD83)
BASIS OF BEARINGS
LATITUDE 33° 31’ 59.50” NORTH FISH CREEK HILL
LONGITUDE 111° 18’ 51.93” WEST BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE
2985.8’ PLANE NAD83 COORDINATE SYSTEM ARIZONA CENTRAL SITE LUCA TION:
ELEVATION (NAVD88)
ZONE, DETERMINED BY GPS OBSERVATIONS.
MILE POST eee
GRAPHIC SCALE
SURVEY DATE
TOP/FISH CREEK HILL CX
1-A ACCURACY CERTIFICATION
0) 5 10 20 40 1.02.17 APACHE JUNCTION, AZ, 85119
THE HORIZONTAL ACCURACY OF THE LATITUDE NGS CONTROL POINT FISH
5	1	73	1	1	5	7066	5723	131	32	95.951797	CREEK”
2	1	74	0	0	0	6398	5757	897	75	-1	
3	1	74	1	0	0	6398	5757	897	75	-1	
4	1	74	1	1	0	6398	5757	897	75	-1	
5	1	74	1	1	1	6398	5757	100	75	48.270153	_—
5	1	74	1	1	2	6523	5776	167	27	92.142838	LATITUDE
5	1	74	1	1	3	6718	5771	248	32	60.629803	33°31°56.551”
5	1	74	1	1	4	6996	5776	117	27	93.133148	NORTH
5	1	74	1	1	5	7143	5772	152	39	91.444107	(NAD83)
2	1	75	0	0	0	6523	5819	605	32	-1	
3	1	75	1	0	0	6523	5819	605	32	-1	
4	1	75	1	1	0	6523	5819	605	32	-1	
5	1	75	1	1	1	6523	5824	196	27	91.289658	LONGITUDE
5	1	75	1	1	2	6748	5819	258	32	26.883484	111°18'46.517”
5	1	75	1	1	3	7035	5824	93	27	96.903084	WEST
2	1	76	0	0	0	6375	6244	567	489	-1	
3	1	76	1	0	0	6375	6244	567	489	-1	
4	1	76	1	1	0	6375	6244	567	489	-1	
5	1	76	1	1	1	6375	6244	567	489	95.000000	 
2	1	77	0	0	0	6455	6736	474	47	-1	
3	1	77	1	0	0	6455	6736	474	47	-1	
4	1	77	1	1	0	6455	6736	474	47	-1	
5	1	77	1	1	1	6455	6742	187	32	96.634117	EXPIRES:
5	1	77	1	1	2	6686	6736	243	47	94.675339	3/31/2019
2	1	78	0	0	0	7627	167	762	39	-1	
3	1	78	1	0	0	7627	167	762	39	-1	
4	1	78	1	1	0	7627	167	762	39	-1	
5	1	78	1	1	1	7627	167	201	39	90.557961	PARCEL
5	1	78	1	1	2	7861	167	161	39	90.557961	LEGAL
5	1	78	1	1	3	8041	167	348	39	96.395477	DESCRIPTION
2	1	79	0	0	0	7626	235	1402	119	-1	
3	1	79	1	0	0	7626	235	1402	119	-1	
4	1	79	1	1	0	7626	235	1206	28	-1	
5	1	79	1	1	1	7626	236	73	27	96.169243	FISH
5	1	79	1	1	2	7730	235	113	28	96.169243	CREEK
5	1	79	1	1	3	7872	236	72	27	96.352638	HILL
5	1	79	1	1	4	7971	236	90	27	96.583679	REST
5	1	79	1	1	5	8087	236	94	27	96.583679	AREA
5	1	79	1	1	6	8209	236	170	27	96.458771	SITUATED
5	1	79	1	1	7	8408	236	28	26	95.498032	IN
5	1	79	1	1	8	8466	236	21	26	95.563843	A
5	1	79	1	1	9	8515	236	152	27	94.622810	PORTION
5	1	79	1	1	10	8697	236	43	27	94.087273	OF
5	1	79	1	1	11	8768	236	64	27	96.144157	THE
4	1	79	1	2	0	7626	279	1402	31	-1	
5	1	79	1	2	1	7626	279	239	27	91.413345	UNSURVEYED
5	1	79	1	2	2	7894	279	147	27	96.009834	SECTION
5	1	79	1	2	3	8071	279	47	31	95.832008	10,
5	1	79	1	2	4	8149	279	180	27	88.185135	TOWNSHIP
5	1	79	1	2	5	8358	279	54	31	91.790367	2N,
5	1	79	1	2	6	8443	279	119	27	92.412605	RANGE
5	1	79	1	2	7	8590	279	70	31	77.679535	10E,
5	1	79	1	2	8	8690	279	43	27	96.189621	OF
5	1	79	1	2	9	8761	279	64	27	93.287926	THE
5	1	79	1	2	10	8853	279	76	27	91.833420	GILA
5	1	79	1	2	11	8957	279	71	27	96.820953	AND
4	1	79	1	3	0	7626	322	810	32	-1	
5	1	79	1	3	1	7626	322	88	27	95.645454	SALT
5	1	79	1	3	2	7740	322	110	32	95.645454	RIVER,
5	1	79	1	3	3	7881	322	186	28	96.252747	MARICOPA
5	1	79	1	3	4	8095	322	153	32	96.019699	COUNTY,
5	1	79	1	3	5	8279	322	157	27	96.194969	ARIZONA
2	1	80	0	0	0	7622	208	771	16	-1	
3	1	80	1	0	0	7622	208	771	16	-1	
4	1	80	1	1	0	7622	208	771	16	-1	
5	1	80	1	1	1	7622	208	771	16	95.000000	 
2	1	81	0	0	0	7615	505	1321	39	-1	
3	1	81	1	0	0	7615	505	1321	39	-1	
4	1	81	1	1	0	7615	505	1321	39	-1	
5	1	81	1	1	1	7615	505	269	39	96.033737	MARICOPA
5	1	81	1	1	2	7905	505	219	39	95.993156	COUNTY
5	1	81	1	1	3	8137	505	104	39	95.993156	USE
5	1	81	1	1	4	8252	506	138	37	96.475372	AREA
5	1	81	1	1	5	8409	505	160	39	96.040627	LEGAL
5	1	81	1	1	6	8588	505	348	39	95.706726	DESCRIPTION
2	1	82	0	0	0	7610	541	1332	26	-1	
3	1	82	1	0	0	7610	541	1332	26	-1	
4	1	82	1	1	0	7610	541	1332	26	-1	
5	1	82	1	1	1	7610	541	1332	26	95.000000	 
2	1	83	0	0	0	7614	586	1435	157	-1	
3	1	83	1	0	0	7614	586	1435	157	-1	
4	1	83	1	1	0	7614	586	1435	27	-1	
5	1	83	1	1	1	7614	586	21	27	95.810524	A
5	1	83	1	1	2	7663	586	152	27	95.810524	PORTION
5	1	83	1	1	3	7845	586	43	27	95.975777	OF
5	1	83	1	1	4	7915	586	65	27	96.238342	THE
5	1	83	1	1	5	8008	586	73	27	96.306786	FISH
5	1	83	1	1	6	8112	586	113	27	96.029907	CREEK
5	1	83	1	1	7	8254	587	72	26	95.039658	HILL
5	1	83	1	1	8	8353	586	90	27	96.051544	REST
5	1	83	1	1	9	8469	586	94	27	96.701698	AREA
5	1	83	1	1	10	8591	586	170	27	94.784836	SITUATED
5	1	83	1	1	11	8790	587	28	26	94.784836	IN
5	1	83	1	1	12	8849	587	20	26	95.955551	A
5	1	83	1	1	13	8897	586	152	27	95.955551	PORTION
4	1	83	1	2	0	7614	629	1362	32	-1	
5	1	83	1	2	1	7614	630	43	26	95.920464	OF
5	1	83	1	2	2	7685	629	64	27	93.161591	THE
5	1	83	1	2	3	7777	630	239	26	92.064812	UNSURVEYED
5	1	83	1	2	4	8045	629	147	28	96.405121	SECTION
5	1	83	1	2	5	8223	630	46	31	96.468231	10,
5	1	83	1	2	6	8300	629	180	28	92.655785	TOWNSHIP
5	1	83	1	2	7	8509	630	54	31	90.437698	2N,
5	1	83	1	2	8	8594	629	119	28	93.043182	RANGE
5	1	83	1	2	9	8742	630	69	31	89.490799	10E,
5	1	83	1	2	10	8841	630	44	26	96.634514	OF
5	1	83	1	2	11	8912	629	64	27	96.615372	THE
4	1	83	1	3	0	7614	672	1150	32	-1	
5	1	83	1	3	1	7614	672	76	28	91.341476	GILA
5	1	83	1	3	2	7718	673	70	27	96.215065	AND
5	1	83	1	3	3	7817	673	89	27	96.630058	SALT
5	1	83	1	3	4	7932	673	110	31	95.438126	RIVER,
5	1	83	1	3	5	8072	672	187	28	96.920868	MARICOPA
5	1	83	1	3	6	8287	672	153	32	95.542053	COUNTY,
5	1	83	1	3	7	8470	673	167	31	95.084488	ARIZONA,
5	1	83	1	3	8	8668	673	96	27	96.284622	MORE
4	1	83	1	4	0	7614	716	766	27	-1	
5	1	83	1	4	1	7614	716	271	27	96.393913	PARTICULARLY
5	1	83	1	4	2	7910	716	197	27	95.740089	DESCRIBED
5	1	83	1	4	3	8137	716	44	27	96.896004	AS
5	1	83	1	4	4	8209	716	171	27	96.416008	FOLLOWS:
2	1	84	0	0	0	7614	803	1410	127	-1	
3	1	84	1	0	0	7614	803	1410	127	-1	
4	1	84	1	1	0	7614	803	1331	32	-1	
5	1	84	1	1	1	7614	807	238	28	96.243759	COMMENCING
5	1	84	1	1	2	7880	807	44	27	94.688896	AT
5	1	84	1	1	3	7950	808	69	26	96.254845	NGS
5	1	84	1	1	4	8047	807	166	28	96.262032	CONTROL
5	1	84	1	1	5	8240	807	147	27	96.138046	STATION
5	1	84	1	1	6	8418	803	91	31	62.519360	FISH
a
AND LONGITUDE AT THE CENTER OF EACH SURVEYOR'S NOTES LATITUDE: 33° 31’ 59,50” N
SECTOR FALLS WITHIN FIFTEEN (15) FEET. THE (IN FEET ) LONGITUDE: 111° 18’ 519 ” W
A TITLE REPORT WAS NOT PROVIDED AT THE TIME THIS
ELEVATIONS (NAVD88) OF THE GROUND AND 1 inch = 10 ft. SURVEY WAS PERFORMED. ANY EASEMENTS OR OTHER ITEMS ELEVATION: 2,986’ AMSL
FIXTURES FALL WITHIN THREE (3) FEET. CONTAINED WITHIN THE TITLE REPORT WHICH MAY AFFECT
THE LEASE AREA HAVE NOT BEEN PLOTTED.
THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD
SHEET TITLE:
INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY
LEGEND SURVEY OF THE PROPERTY.
Q
OQ:
POB POINT OF BEGINNING Se SPOT ELEVATION
TUPUGRAPHIC
POT POINT OF TERMINUS
© POSITION OF
PUE PUBLIC UTILITY EASEMENT GEODETIC COORDINATES UTILITY NOTES
ROW RIGHT OF WAY SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SURVEY
WATER CONTROL VALVE
DW DRIVEWAY SHOWN OR THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF
O@dxxX: FIRE HYDRANT
THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE
SW SIDEWALK POWER POLE
AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL
BCHH BRASS CAP IN HANDHOLE ELECTRIC MANHOLE UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION
BCFL BRASS CAP FLUSH AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE
TELCO MANHOLE
CONTRACTOR.
© FOUND AS NOTED
PROJECT INFORMATION i Sal
— OHE OHE OHE ——
OVER HEAD ELECTRIC PROPERTY LINE BARBED WIRE FENCE
WGS6392

SITE PLAN KEYED NOTES: +
1. EXISTING ASPHALT PARKING LOT
2. EXISTING RETAINING WALL WITH HANDRAIL ON TOP
permission
5. EXISTING PUBLIC RESTROOM BUILDING
4. EXISTING OVERHEAD POWER LINE
5. EXISTING CONCRETE WALK WAY
written 6. EXISTING OUTDOOR GAZEBO
prior
's
ADWCOMM
OWNER: TONTO NATIONAI FOREST CAA) MOTOROLA SOLU TONS
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
format
any
in
reproduced
or COMMUNICATIONS SERVICES, ING
14550 N. 87th ST., STE. 145
disclosed
SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
used,
PE SEAL
be
cannot
It
project.
specific
a
on
use
for
solely
DESIGNER: JASON NGO
information
SUBMITTALS
REV.| DATE DESCRIP TION BY
QO | 04.24.17 REVIEW AW
contains
1 | 05.10.17 COMMENTS AW
and 2 | 05.16.17 COMMENTS AW
ADWCOMM
THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY’S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
proprietary
PLOT DATE: 9/19/17
a
is SITE_CODE:
FISH
document
OWNER: TONTO NATIONA FOREST SITE NAME:
This
FISH CREEK FILL
(ADWCOMM).
SITE ADDRESS:
LATITUDE: 33° 31° 59.5” N
LONGITUDE: 111° 18 51.93” W
INC
MILE POST 222 TOP/FISH
CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
SHEET TITLE:
Communications OVERALL SITE PLAN
OADW SHEET NUMBER:
A"
Copyright OVERALL Slle& PLAN 24x36” SCALE: 1” = 307-0” ee |
) / U )

EXISTING SITE PLAN KEYED NOTES: | #
EXISTING PARKING AREA
EXISTING CONCRETE CURB
permission ANN
EXISTING CONCRETE SIDEWALK
NOOR EXISTING EDGE OF PAVEMENT
EXISTING RETAINING WALL WITH WROUGHT IRON FENCE ON TOP
written EXISTING OVERHEAD POWER LINE
EXISTING UTILITY POLE WITH TRANSFORMER
prior CO EXISTING ANCHOR WIRE (TYP.)
NEW SITE PLAN KEYED NOTES: (+)
ADWCOMM‘'s
® MOTOROLA SOLU SIONS
1. NEW 14’x28’ CUSTOM BUILDING TO MATCH EXISTING REST AREA’S
RESTROOM, SEE STRUCTURAL.
1503 EAST ALGONQUIN ROAD
\ 2. LINE OF NEW ROOF OVERHANG TO MATCH EXISTING REST AREA’S
SCHAUMBURG, ILLINOIS 60196
without RESTROOM, SEE STRUCTURAL.
TELEPHONE: 847.576.5000
NEW 2.5” U.G. CONDUIT FOR POWER RUN FROM EXISTING UTILITY WWW.MOTOROLASOLU TIONS.COM
POLE WITH POLE MOUNTED TRANSFORMER TO NEW METER, SEE
format
DETAIL 4 ON SHEET A-—S.
4. NEW CONCRETE STOOP, SEE STRUCTURAL.
any
5. NEW 4Ӣ BOLLARD (TYP. OF 9), SEE DETAIL 6 ON SHEET A-5
in
6. NEW RETAINING WALL WITH WROUGHT IRON FENCE ON TOP TO
MATCH WITH EXISTING RETAINING WALL, SEE DETAILS 2 & 3 ON
reproduced SHEET A-5
7. NEW 30’ TALL MONOPOLE & ITS FOUNDATION, FABRICATION
DRAWINGS TO BE PROVIDED BY MANUFACTURER
or COMMUNICATIONS SERVIGES, ING
8. NEW (6) 4°@ U.G. CONDUITS FOR COAX CABLE RUNS FROM
MONOPOLE TO NEW BUILDING, SEE DETAIL 7 ON SHEET A-5 14350 N. 87th ST., STE. 145
disclosed
9. NEW RX/TX ANTENNAS @ 270° AZIMUTH SCOTTSDALE, AZ 85260
10. NEW LINE OF EDGE OF GRAVEL TO MATCH WITH EXISTING PHONE: 480.291.6824
used, SIDEWALK LEVEL
11. NEW SITE GRAVEL, SEE DETAIL 9 ON SHEET A-5 PE SEAL
be
12. NEW GPS ANTENNA (TYP. OF 2) SEE DETAIL 8 ON SHEET A-5
13. NEW EXHAUST VENT
cannot
14. NEW NFPA, OWNER & RF GUIDELINES SIGNAGES ATTACHED TO
It SHELTER DOOR. SEE DETAILS 1 & 5 ON SHEET SN-1.
15. NEW NO TRESPASSING WARNING & RF SIGNAGES ATTACHED TO
project. SHELTER DOOR. SEE DETAIL 3 ON SHEET SN-1,
16. NEW NO CLIMB SIGNAGE ATTACHED TO POLE. SEE DETAIL 2 ON
SHEET SN-1
specific 17. NEW METER AND DISCONNECT SWITCH MOUNTED ON NEW
BUILDING, SEE DETAIL 1 ON SHEET A-5
a
18. NEW PANTROL BOX FOR TEMPORARY GENERATOR SERVICE
on
19. NEW 4”@ REMOVABLE BOLLARD IN FRONT OF CONCRETE STOOP
use
(TYP. OF 4), SEE DETAIL 5 ON SHEET A-5
for
solely LEGEND:
DESIGNER: JASON NGO
information SUBMITTALS
REV.} DATE DESCRIP TION BY
O | 04.24.17 REVIEW AW
contains
1 | 05.10.17 COMMENTS AW
and 2 | 05.16.17 COMMENTS AW
ADWCOMM
THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY’S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
proprietary
PLOT DATE: 9/19/17
a
is SITE_CODE:
FISH
document
SITE NAME:
This
FISH CREEK HILL
(ADWCOMM).
SITE ADDRESS:
LATITUDE: 33° 31° 59.5” N
> LONGITUDE: 111° 18 51.93” W
(—
INC
MILE POST 222 TOP/FISH
CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
SHEET TITLE:
Communications ENLARGED SITE PLAN
Call Toll Free
1-800-782-5348
2 Working Days Before You Dig
OADW ARIZONA BLUE STAKE, INC. SHEET NUMBER:
Ne w,
A=2.0
Copyright ENLARGED SITE PLAN 22°x34" SCALE: 1/4” = 17-0" Le |

INTERIOR SHELTER KEYED NOTES: (#)
™ GENERATOR ACCESS DOOR
SHELTER ACCESS DOOR
permission RWN
PAN TROL
14° N EW BU DING METER AND FUSED DISCONNECT SWITCH
EXHAUST FAN
OO
written
HVAC UNIT (TYP. OF 2)
12’-6)6” EQUIPMENT ROOM INTERIOR HVAC DISCONNECT (TYP. OF 2)
CON
prior RUSKIN EXHAUST AIR SUPPLY LOUVER
's CO EXHAUST VENT
RESTRICTED LOUVER ASSEMBLY
. GENERATOR
ADWCOMM EMERGENCY EXIT LIGHT (TYP.)
CAA) MOTOROLA SOLU SIONS
8 ©) LIGHT SWITCH (TYP.)
FIRE EXTINGUISHER 10LB BC/CO, IN GENERATOR ROOM 1503 EAST ALGONQUIN ROAD
200A MTS SCHAUMBURG, ILLINOIS 60196
without 200A ATS
=== WN TELEPHONE: 847.576.5000
XV W 60A DISCONNECT SWITCH & SDP (TVSS TYPE 2) (STACKED) WWW.MOTOROLASOLUTIONS.COM
200A DISTRIBUTION PANEL
format
_ SDP (TVSS TYPE 1)
any _ FIRE EXTINGUISHER 10LB BC/CO, IN EQUIPMENT ROOM
_ FIRE EXTINGUISHER 20LB ABC
in
_ EYE WASH STATION
_ BATTERY RACK, COORDINATE WITH SUPPLIER
reproduced BATTERY DISCONNECT SWITCH
_
_ AIR HANDLER (TYP.)
HVAC CONTROLLER
or COMMUNICATIONS SERVICES, ING
_GTR 8000 RACK (TYP. OF 3 NEW AND 2 FUTURE)
MW. CABINET 14350 N. 87th ST., STE. 145
disclosed
_NETSURE 721 DC POWER PLANT SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
48”x48” TELCO BOARD
.
used, _ TELCO GROUND BAR
66—BLOCK (TYP.) PE SEAL
be .
FIRST AID KIT
cannot _ VERTICAL CABLE LADDER
MASTER GROUND BAR
It COAXIAL CABLE ENTRY PORTS AT FLOOR LEVEL
SURGE ARRESTOR TRAPEZE
project. a SS \N 1
_ FIRE SUPPRESSION SYSTEM (BY OTHERS)
_ FIRE CONTROL
DOOR SECURITY PANEL
specific
_ REMOTE FILL STATION BY PRYCO, COORDINATE WITH
GENERATOR SUPPLIER
a
on
use
CONSTRUCTION NOTE:
for
\ BUILDING
‘ ©
1. VERIFY FINAL EQUIPMENT PLACEMENT WITH MOTO.
solely
PROJECT MANAGER PRIOR TO ANY CONSTRUCTION
DESIGNER: JASON NGO
NEW
Zz
information N \
SUBMITTALS
28°
REV.| DATE DESCRIP TION BY
Q | 04.24.17 REVIEW AW
contains
1 05.10.17 COMMENTS AW
and 2 | 05.16.17 COMMENTS AW
ADWCOMM
, Or \ i
: iN THE INFORMATION CONTAINED IN THIS SET
1
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
proprietary
PLOT DATE: 9/19/17
a
is SITE_CODE:
FISH
document
SITE NAME:
This
FISH CREEK HILL
|
(ADWCOMM). Ree
SlIT—E ADDRESS:
N MQ 49
LATITUDE: 33° 31° 59.5” N
LONGITUDE: 111° 18° 51.93” W
INC
MILE POST 222 TOP/FISH
CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
SHEET TITLE:
Communications EQUIPMENT LAYOUT
12'-8° GENER ATOR XOOM INTERIOR
14° N EW BU DING
OADW SHEET NUMBER:
A-2.)
Copyright 24°36" SCALE: 1/2” CO a
EQUIPMENT LAYOUT |
12°x18" SCALE: 1/4” = a 70’ oy 4? 0” 2

\
permission
written
prior
's
ACL
OF a
a
ADWCOMM a
® MOTOROLA SOLUTIONS
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
format a“
F.G. 2990
any a
T.C. 2990.95
in
reproduced
—_— OS \
N |
or COMMUNICATIONS SERVIGES, ING
iN 143550 N. 87th ST., STE. 145
disclosed VON SCOTTSDALE, AZ 85260
\ \\/ 29 C PHONE: 480.291.6824
used, N\ H. 2
\ PE SEAL
be .
Lo. Zz
\
cannot IN
oN
It
IN
project. IN
“2
)
specific BS
a sO
on Og
use
for
solely
DESIGNER: JASON NGO
information
SUBMITTALS
REV.| DATE DESCRIP TION BY
QO | 04.24.17 REVIEW AW
contains
1 | 05.10.17 COMMENTS AW
and EXCAVATED TOPSOIL (STRIPPINGS) SHALL BE 2 | 05.16.17 COMMENTS AW
STOCKPILED, SHAPED AND KEPT SEPARATE FROM THE OTHER EXCAVATED MATERIALS
WHERE INDICATED.
5. WHERE SPECIAL STRIPPING IS SPECIFIED THE CLEARING AND GRUBBING PROCEDURE WILL
ADWCOMM
BE COMBINED WITH THE TOPSOIL STRIPPING TO A TOTAL DEPTH OF TEN INCHES (10°).
EXISTING SITE PLAN KEYED NOTES: 4 SPECIAL STRIPPINGS SHALL BE STOCKPILED, SHAPED AND KEPT SEPARATE FROM. THE THE INFORMATION CONTAINED IN THIS SET
THE OTHER EXCAVATED MATERIALS WHERE INDICATED. OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
EXISTING PARKING AREA 4. AFTER STRUCTURAL EMBANKMENT AREAS HAVE BEEN CLEARED, GRUBBED AND
item WHICH RELATES TO MARICOPA COUNTY'S
2. EXISTING CONCRETE CURB STRIPPED THE SURFACES TO RECEIVE FILL SHALL BE SCARIFIED TO A DEPTH OF
P25 RADIO SYSTEM INFRASTRUCTURE
5. EXISTING CONCRETE SIDEWALK TWELVE INCHES (12”). AFTER SCARIFICATION NO SOIL SHALL EXCEED A MAXIMUM UPGRADE IS STRICTLY PROHIBITED.
4. EXISTING EDGE OF PAVEMENT DIMENSION OF THREE INCHES (3”).
proprietary
5. EXISTING RETAINING WALL WITH WROUGHT IRON
PLOT DATE: 9/19/17
FENCE ON TOP
a 6. EXISTING OVERHEAD POWER LINE
is /. EXISTING UTILITY POLE WITH TRANSFORMER SITE_CODE:
8. EXISTING ANCHOR WIRE (TYP.)
FISH
document
NEW GRADING PLAN KEYED NOTES: (#) LEGEND:
SITE_NAME:
This ST TTTTTTTT [= EXISTING CONTOUR LINE
NEW 14’x28’ CUSTOM BUILDING
FISH CREEK HILL
WN LINE OF NEW ROOF OVERHANG
NEW METER, FUSED DISCONNECT SWITCH & ee GRADE TO DRAIN (SEE NOTE 3 THIS SHEET)
(ADWCOMM). PAN TROL
NEW CONCRETE STOOP NEW CONTOUR LINE SITE ADDRESS:
OnrR NEW 4”°¢ BOLLARD (TYP. OF 15) LATITUDE: 33° 31° 59.5” N
r.G. 2990-———® FINISHED GRADE
NEW RETAINING WALL WITH WROUGHT IRON FENCE LONGITUDE: 111° 18 51.93” W
INC ON TOP
® TOP OF CONCRETE MILE POST 222 TOP/FISH
7. NEW 30° TALL MONOPOLE & ITS FOUNDATION
CREEK HILL CX
8. NOT USED
Services, W. 2992 @® TOP WALL APACHE TRAIL, AZ 85119
9. NEW RX/TX ANTENNAS
10. NEW LINE OF EDGE OF GRAVEL TO MATCH WITH
T.H. 2994 @ TOP HANDRAIL SHEET TITLE:
EXISTING SIDEWALK LEVEL
11. NEW SITE GRAVEL
FF. 2990.5 @ FINISHED FLOOR
Communications 12. NEW GPS ANTENNA GRADING PLAN
13. NEW EXHAUST VENT
N OTES:
14. MATCH GRADE
5	1	30	1	5	2	2184	6428	424	87	95.336388	REQUIREMENTS.
4	1	30	1	6	0	2072	6528	602	47	-1	
5	1	30	1	6	1	2072	6528	41	40	94.805931	2.
5	1	30	1	6	2	2184	6528	168	40	95.808197	SLOPE
5	1	30	1	6	3	2395	6528	63	40	96.085075	TO
5	1	30	1	6	4	2500	6528	174	47	93.205833	DRAIN;
2	1	31	0	0	0	2727	6522	1673	46	-1	
3	1	31	1	0	0	2727	6522	1673	46	-1	
4	1	31	1	1	0	2727	6522	1673	46	-1	
5	1	31	1	1	1	2727	6522	70	46	85.634132	10°
5	1	31	1	1	2	2841	6528	140	40	93.713646	FROM
5	1	31	1	1	3	3027	6528	242	40	96.077332	BUILDING
5	1	31	1	1	4	3311	6528	340	40	96.652878	FOUNDATION
5	1	31	1	1	5	3697	6528	99	40	96.555466	FOR
5	1	31	1	1	6	3839	6528	235	40	96.487053	POSITIVE
5	1	31	1	1	7	4116	6528	284	40	96.487053	DRAINAGE.
2	1	32	0	0	0	4452	5165	4	1513	-1	
3	1	32	1	0	0	4452	5165	4	1513	-1	
4	1	32	1	1	0	4452	5165	4	1513	-1	
5	1	32	1	1	1	4452	5165	4	1513	95.000000	 
2	1	33	0	0	0	368	6672	4088	6	-1	
3	1	33	1	0	0	368	6672	4088	6	-1	
4	1	33	1	1	0	368	6672	4088	6	-1	
5	1	33	1	1	1	368	6672	4088	6	95.000000	 
2	1	34	0	0	0	365	6785	820	77	-1	
3	1	34	1	0	0	365	6785	820	77	-1	
4	1	34	1	1	0	365	6785	820	77	-1	
5	1	34	1	1	1	365	6785	467	77	95.546936	GRADING
5	1	34	1	1	2	919	6785	266	77	76.359833	PLAN
2	1	35	0	0	0	4828	1565	68	44	-1	
3	1	35	1	0	0	4828	1565	68	44	-1	
4	1	35	1	1	0	4828	1565	68	44	-1	
5	1	35	1	1	1	4828	1565	68	44	11.398859	“
2	1	36	0	0	0	4923	1508	69	42	-1	
3	1	36	1	0	0	4923	1508	69	42	-1	
4	1	36	1	1	0	4923	1508	69	42	-1	
5	1	36	1	1	1	4923	1508	69	42	40.157627	a“
2	1	37	0	0	0	5021	1457	72	37	-1	
3	1	37	1	0	0	5021	1457	72	37	-1	
4	1	37	1	1	0	5021	1457	72	37	-1	
5	1	37	1	1	1	5021	1457	72	37	73.073807	a
2	1	38	0	0	0	4906	6098	402	521	-1	
3	1	38	1	0	0	4906	6098	402	521	-1	
4	1	38	1	1	0	4906	6098	402	521	-1	
5	1	38	1	1	1	4906	6098	402	521	95.000000	 
2	1	39	0	0	0	5404	2854	21	1052	-1	
3	1	39	1	0	0	5404	2854	21	1052	-1	
4	1	39	1	1	0	5404	2854	21	1052	-1	
5	1	39	1	1	1	5404	2854	21	1052	95.000000	 
2	1	40	0	0	0	5259	4744	10	314	-1	
3	1	40	1	0	0	5259	4744	10	314	-1	
4	1	40	1	1	0	5259	4744	10	314	-1	
5	1	40	1	1	1	5259	4744	10	314	95.000000	 
2	1	41	0	0	0	5309	4740	10	326	-1	
3	1	41	1	0	0	5309	4740	10	326	-1	
4	1	41	1	1	0	5309	4740	10	326	-1	
5	1	41	1	1	1	5309	4740	10	326	95.000000	 
2	1	42	0	0	0	2440	5177	3279	118	-1	
3	1	42	1	0	0	2440	5177	3279	118	-1	
4	1	42	1	1	0	2440	5177	3279	118	-1	
5	1	42	1	1	1	2440	5177	3279	118	95.000000	  
2	1	43	0	0	0	5737	284	4769	15	-1	
3	1	43	1	0	0	5737	284	4769	15	-1	
4	1	43	1	1	0	5737	284	4769	15	-1	
5	1	43	1	1	1	5737	284	4769	15	95.000000	 
2	1	44	0	0	0	5720	5493	1	113	-1	
3	1	44	1	0	0	5720	5493	1	113	-1	
4	1	44	1	1	0	5720	5493	1	113	-1	
5	1	44	1	1	1	5720	5493	1	113	95.000000	 
2	1	45	0	0	0	6534	320	3935	14	-1	
3	1	45	1	0	0	6534	320	3935	14	-1	
4	1	45	1	1	0	6534	320	3935	14	-1	
5	1	45	1	1	1	6534	320	3935	14	95.000000	 
2	1	46	0	0	0	6533	327	5	4561	-1	
3	1	46	1	0	0	6533	327	5	4561	-1	
4	1	46	1	1	0	6533	327	5	4561	-1	
5	1	46	1	1	1	6533	327	5	4561	95.000000	 
2	1	47	0	0	0	6569	407	748	41	-1	
3	1	47	1	0	0	6569	407	748	41	-1	
4	1	47	1	1	0	6569	407	748	41	-1	
5	1	47	1	1	1	6569	408	227	40	94.345863	EROSION
5	1	47	1	1	2	6842	407	248	41	94.345863	CONTROL
5	1	47	1	1	3	7131	408	186	40	94.741318	NOTES:
2	1	48	0	0	0	6569	452	745	4	-1	
3	1	48	1	0	0	6569	452	745	4	-1	
4	1	48	1	1	0	6569	452	745	4	-1	
5	1	48	1	1	1	6569	452	745	4	95.000000	 
2	1	49	0	0	0	6569	532	2589	291	-1	
3	1	49	1	0	0	6569	532	2589	166	-1	
4	1	49	1	1	0	6569	532	2551	41	-1	
5	1	49	1	1	1	6569	533	34	39	67.592636	1.
5	1	49	1	1	2	6682	533	113	40	87.549416	THIS
5	1	49	1	1	3	6837	533	170	40	95.716156	SHEET
5	1	49	1	1	4	7046	533	41	40	95.182762	IS
5	1	49	1	1	5	7130	533	98	40	95.182762	FOR
5	1	49	1	1	6	7272	533	245	40	96.215187	GENERAL
5	1	49	1	1	7	7558	532	270	41	96.084328	GUIDANCE
5	1	49	1	1	8	7871	533	150	40	93.759621	ONLY.
5	1	49	1	1	9	8067	533	41	39	93.903923	IT
5	1	49	1	1	10	8147	533	42	40	90.017426	IS
5	1	49	1	1	11	8231	533	258	40	95.201874	INTENDED
5	1	49	1	1	12	8534	533	137	39	95.201874	THAT
5	1	49	1	1	13	8710	533	264	40	95.927597	SEDIMENT
5	1	49	1	1	14	9014	533	106	40	96.114525	AND
4	1	49	1	2	0	6681	595	2477	41	-1	
5	1	49	1	2	1	6681	595	485	40	38.199696	SEDIMENT—LADEN
5	1	49	1	2	2	7212	595	175	40	96.685532	WATER
5	1	49	1	2	3	7431	595	139	40	96.900902	DOES
5	1	49	1	2	4	7612	595	105	40	95.651390	NOT
5	1	49	1	2	5	7756	595	165	40	95.651390	LEAVE
5	1	49	1	2	6	7964	595	96	40	96.476280	THE
5	1	49	1	2	7	8103	595	121	40	91.653397	SITE.
5	1	49	1	2	8	8305	595	96	40	92.354088	THE
5	1	49	1	2	9	8444	595	361	41	95.972359	CONTRACTOR
5	1	49	1	2	10	8849	595	168	40	95.149467	SHALL
5	1	49	1	2	11	9058	595	100	40	96.321480	USE
4	1	49	1	3	0	6682	658	1435	40	-1	
5	1	49	1	3	1	6682	658	92	40	96.289162	ALL
5	1	49	1	3	2	6816	658	291	40	95.562523	AVAILABLE
5	1	49	1	3	3	7149	658	183	40	95.562523	MEANS
5	1	49	1	3	4	7375	658	62	40	95.972717	TO
5	1	49	1	3	5	7480	658	225	40	95.800491	ACHIEVE
5	1	49	1	3	6	7748	658	113	40	95.913383	THIS
5	1	49	1	3	7	7903	658	214	40	94.528091	RESULT.
3	1	49	2	0	0	6569	720	1670	41	-1	
4	1	49	2	1	0	6569	720	1670	41	-1	
5	1	49	2	1	1	6569	720	41	40	92.440712	2.
5	1	49	2	1	2	6681	720	165	40	92.440712	REFER
5	1	49	2	1	3	6890	720	245	40	96.064018	GENERAL
5	1	49	2	1	4	7176	720	172	40	96.033646	NOTES
5	1	49	2	1	5	7390	720	99	40	92.681557	FOR
5	1	49	2	1	6	7534	720	398	40	47.784851	ANTI-EROSION
5	1	49	2	1	7	7978	720	261	41	95.746094	CONTROL.
3	1	49	3	0	0	6569	782	677	41	-1	
4	1	49	3	1	0	6569	782	677	41	-1	
5	1	49	3	1	1	6569	783	205	40	93.314491	BEFORE
5	1	49	3	1	2	6817	782	429	41	93.314491	CONSTRUCTION:
2	1	50	0	0	0	6569	846	2690	612	-1	
3	1	50	1	0	0	6569	846	2690	234	-1	
4	1	50	1	1	0	6569	846	2593	58	-1	
5	1	50	1	1	1	6569	852	41	40	92.555565	3.
5	1	50	1	1	2	6681	852	228	40	92.555565	EROSION
5	1	50	1	1	3	6955	846	34	58	92.777481	/
5	1	50	1	1	4	7028	852	422	40	95.903854	SEDIMENTATION
5	1	50	1	1	5	7496	852	248	40	95.613373	CONTROL
5	1	50	1	1	6	7785	852	147	40	95.613373	WORK
5	1	50	1	1	7	7976	852	145	40	94.557266	MUST
5	1	50	1	1	8	8160	852	63	40	94.557266	BE
5	1	50	1	1	9	8265	852	392	41	94.693947	CONSTRUCTED
5	1	50	1	1	10	8701	853	42	39	93.684807	IN
5	1	50	1	1	11	8788	852	374	41	93.684807	CONJUNCTION
4	1	50	1	2	0	6682	914	2535	48	-1	
5	1	50	1	2	1	6682	915	116	39	96.132477	WITH
5	1	50	1	2	2	6844	915	93	40	93.139732	ALL
5	1	50	1	2	3	6978	915	261	40	93.139732	CLEARING
5	1	50	1	2	4	7282	915	105	40	94.964447	AND
5	1	50	1	2	5	7431	914	235	41	94.964447	GRADING
5	1	50	1	2	6	7709	915	294	47	95.487717	ACTIVITIES,
5	1	50	1	2	7	8050	915	105	40	94.602005	AND
5	1	50	1	2	8	8199	915	42	39	92.142105	IN
5	1	50	1	2	9	8287	915	140	40	92.142105	SUCH
5	1	50	1	2	10	8473	915	30	39	95.708481	A
5	1	50	1	2	11	8546	915	222	40	95.041992	MANNER
5	1	50	1	2	12	8812	915	66	40	93.778732	AS
5	1	50	1	2	13	8921	915	63	40	86.451485	TO
5	1	50	1	2	14	9026	915	191	40	86.451485	INSURE
4	1	50	1	3	0	6682	977	2577	47	-1	
5	1	50	1	3	1	6682	977	137	40	96.053741	THAT
5	1	50	1	3	2	6858	977	265	40	95.162750	SEDIMENT
5	1	50	1	3	3	7162	977	106	40	94.620834	AND
5	1	50	1	3	4	7312	977	264	40	95.887459	SEDIMENT
5	1	50	1	3	5	7615	977	169	40	96.421509	LADEN
5	1	50	1	3	6	7830	977	175	40	96.340752	WATER
5	1	50	1	3	7	8049	977	138	40	96.048996	DOES
5	1	50	1	3	8	8230	977	105	40	94.440781	NOT
5	1	50	1	3	9	8374	977	167	40	94.440781	ENTER
5	1	50	1	3	10	8585	977	97	40	95.661324	THE
5	1	50	1	3	11	8724	977	270	40	95.789322	DRAINAGE
5	1	50	1	3	12	9037	977	222	47	96.030548	SYSTEM,
4	1	50	1	4	0	6681	1039	1642	41	-1	
5	1	50	1	4	1	6681	1040	299	40	96.394318	ROADWAYS
5	1	50	1	4	2	7022	1040	67	40	95.186470	OR
5	1	50	1	4	3	7134	1040	215	40	93.975761	VIOLATE
5	1	50	1	4	4	7393	1039	328	41	96.478058	APPLICABLE
5	1	50	1	4	5	7764	1040	175	40	96.662117	WATER
5	1	50	1	4	6	7983	1040	340	40	95.541710	STANDARDS.
3	1	50	2	0	0	6569	1102	2684	291	-1	
4	1	50	2	1	0	6569	1102	2554	41	-1	
5	1	50	2	1	1	6569	1103	41	39	65.643715	4.
5	1	50	2	1	2	6681	1102	301	40	87.223831	STABILIZED
5	1	50	2	1	3	7026	1102	411	41	95.813110	CONSTRUCTION
5	1	50	2	1	4	7483	1102	320	41	95.371841	ENTRANCES
5	1	50	2	1	5	7846	1102	168	40	95.210869	SHALL
5	1	50	2	1	6	8055	1102	62	40	94.660934	BE
5	1	50	2	1	7	8160	1102	283	40	94.660934	INSTALLED
5	1	50	2	1	8	8487	1102	66	40	95.688484	AT
5	1	50	2	1	9	8593	1102	96	40	95.906998	THE
5	1	50	2	1	10	8731	1102	285	40	96.189041	BEGINNING
5	1	50	2	1	11	9058	1102	65	40	95.601730	OF
4	1	50	2	2	0	6681	1164	2572	41	-1	
5	1	50	2	2	1	6681	1164	412	41	94.404221	CONSTRUCTION
5	1	50	2	2	2	7139	1165	178	40	96.079376	WHERE
5	1	50	2	2	3	7360	1165	185	40	96.355316	SHOWN
5	1	50	2	2	4	7590	1165	67	40	95.909920	ON
5	1	50	2	2	5	7703	1165	96	40	95.909920	THE
5	1	50	2	2	6	7842	1165	276	40	95.942238	DRAWINGS
5	1	50	2	2	7	8160	1165	106	40	95.972786	AND
5	1	50	2	2	8	8310	1165	67	40	96.400322	AS
5	1	50	2	2	9	8419	1164	323	41	95.810379	NECESSARY
5	1	50	2	2	10	8782	1165	105	40	90.668518	AND
5	1	50	2	2	11	8931	1165	322	40	90.668518	MAINTAINED
4	1	50	2	3	0	6681	1227	2572	47	-1	
5	1	50	2	3	1	6681	1227	99	40	95.034569	FOR
5	1	50	2	3	2	6825	1227	96	40	95.465271	THE
5	1	50	2	3	3	6963	1227	267	40	95.673462	DURATION
5	1	50	2	3	4	7276	1227	64	40	96.446777	OF
5	1	50	2	3	5	7382	1227	96	40	96.454201	THE
5	1	50	2	3	6	7521	1227	252	40	93.912735	PROJECT.
5	1	50	2	3	7	7819	1227	316	40	95.285698	ADDITIONAL
5	1	50	2	3	8	8176	1227	304	47	94.488464	MEASURES,
5	1	50	2	3	9	8526	1227	140	41	95.829414	SUCH
5	1	50	2	3	10	8712	1227	66	40	96.432205	AS
5	1	50	2	3	11	8821	1227	173	40	93.937943	WHEEL
5	1	50	2	3	12	9035	1227	218	40	93.937943	WASHES
4	1	50	2	4	0	6681	1290	2496	47	-1	
5	1	50	2	4	1	6681	1290	67	40	94.680428	OR
5	1	50	2	4	2	6792	1290	145	40	95.684998	HAND
5	1	50	2	4	3	6981	1290	287	47	95.723694	BRUSHING,
5	1	50	2	4	4	7313	1290	113	39	95.931648	MAY
5	1	50	2	4	5	7466	1290	136	40	96.179832	ALSO
5	1	50	2	4	6	7644	1290	63	40	94.600319	BE
5	1	50	2	4	7	7749	1290	324	40	95.991707	NECESSARY
5	1	50	2	4	8	8112	1290	63	40	94.792076	TO
5	1	50	2	4	9	8217	1290	211	40	94.792076	ENSURE
5	1	50	2	4	10	8471	1290	137	39	95.957359	THAT
5	1	50	2	4	11	8648	1290	92	40	95.533043	ALL
5	1	50	2	4	12	8781	1290	174	40	94.323051	PAVED
5	1	50	2	4	13	9000	1290	177	40	95.801598	AREAS
4	1	50	2	5	0	6682	1352	1658	41	-1	
5	1	50	2	5	1	6682	1352	101	40	91.034859	ARE
5	1	50	2	5	2	6860	1352	136	40	91.034859	KEPT
5	1	50	2	5	3	7035	1352	168	40	95.000824	CLEAN
5	1	50	2	5	4	7249	1352	99	40	95.000824	FOR
5	1	50	2	5	5	7393	1352	96	40	96.048584	THE
5	1	50	2	5	6	7531	1352	267	40	96.313499	DURATION
5	1	50	2	5	7	7844	1352	64	40	95.058670	OF
5	1	50	2	5	8	7950	1352	96	40	95.058670	THE
5	1	50	2	5	9	8088	1352	252	41	95.666443	PROJECT.
3	1	50	3	0	0	6569	1415	2576	43	-1	
4	1	50	3	1	0	6569	1415	2576	43	-1	
5	1	50	3	1	1	6569	1415	41	40	44.875050	5S.
5	1	50	3	1	2	6682	1415	96	40	88.234207	THE
5	1	50	3	1	3	6821	1415	411	43	94.779892	REQUIREMENTS
5	1	50	3	1	4	7274	1415	185	40	95.842384	SHOWN
5	1	50	3	1	5	7505	1415	66	40	94.377762	ON
5	1	50	3	1	6	7618	1415	96	40	94.377762	THE
5	1	50	3	1	7	7756	1415	240	40	96.066376	DRAWING
5	1	50	3	1	8	8039	1415	101	40	91.852859	ARE
5	1	50	3	1	9	8184	1415	96	40	91.852859	THE
5	1	50	3	1	10	8322	1415	224	40	94.623131	MINIMUM
5	1	50	3	1	11	8592	1415	411	43	95.934784	REQUIREMENTS
5	1	50	3	1	12	9046	1415	99	40	95.957535	FOR
2	1	51	0	0	0	6569	1478	2684	297	-1	
3	1	51	1	0	0	6681	1478	2572	234	-1	
4	1	51	1	1	0	6682	1478	2489	59	-1	
5	1	51	1	1	1	6682	1485	346	40	96.852600	ANTICIPATED
5	1	51	1	1	2	7072	1485	108	40	96.155266	SITE
5	1	51	1	1	3	7222	1485	335	40	92.015221	CONDITIONS.
5	1	51	1	1	4	7637	1484	197	41	92.015221	DURING
5	1	51	1	1	5	7876	1485	97	40	96.443199	THE
5	1	51	1	1	6	8015	1484	412	41	96.478584	CONSTRUCTION
5	1	51	1	1	7	8472	1485	206	46	95.875130	PERIOD,
5	1	51	1	1	8	8725	1485	96	40	95.998833	THE
5	1	51	1	1	9	8863	1485	228	40	91.312462	EROSION
5	1	51	1	1	10	9137	1478	34	59	82.096214	/
4	1	51	1	2	0	6681	1547	2449	41	-1	
5	1	51	1	2	1	6681	1547	422	40	95.445717	SEDIMENTATION
5	1	51	1	2	2	7149	1547	249	40	95.050461	CONTROL
5	1	51	1	2	3	7439	1547	146	40	96.118195	WORK
5	1	51	1	2	4	7630	1547	168	40	95.475975	SHALL
5	1	51	1	2	5	7838	1547	63	40	94.696907	BE
5	1	51	1	2	6	7944	1547	290	41	96.144104	UPGRADED
5	1	51	1	2	7	8278	1547	67	40	96.830414	AS
5	1	51	1	2	8	8387	1547	206	40	96.213631	NEEDED
5	1	51	1	2	9	8637	1547	99	40	96.299774	FOR
5	1	51	1	2	10	8780	1547	350	40	96.108665	UNEXPECTED
4	1	51	1	3	0	6681	1610	2572	40	-1	
5	1	51	1	3	1	6681	1610	176	40	96.563309	STORM
5	1	51	1	3	2	6903	1610	202	40	95.224373	EVENTS
5	1	51	1	3	3	7148	1610	105	40	95.224373	AND
5	1	51	1	3	4	7298	1610	63	40	94.866478	TO
5	1	51	1	3	5	7403	1610	211	40	94.866478	ENSURE
5	1	51	1	3	6	7657	1610	137	39	95.902481	THAT
5	1	51	1	3	7	7833	1610	265	40	95.469406	SEDIMENT
5	1	51	1	3	8	8137	1610	106	40	92.802986	AND
5	1	51	1	3	9	8287	1610	484	40	28.853035	SEDIMENT-—LADEN
5	1	51	1	3	10	8818	1610	175	40	95.746780	WATER
5	1	51	1	3	11	9037	1610	68	40	95.878090	DO
5	1	51	1	3	12	9147	1610	106	40	95.878090	NOT
4	1	51	1	4	0	6681	1672	468	40	-1	
5	1	51	1	4	1	6681	1672	165	40	95.160744	LEAVE
5	1	51	1	4	2	6889	1672	96	40	95.160744	THE
5	1	51	1	4	3	7028	1672	121	40	94.931152	SITE.
3	1	51	2	0	0	6569	1734	668	41	-1	
4	1	51	2	1	0	6569	1734	668	41	-1	
5	1	51	2	1	1	6569	1734	197	41	95.285255	DURING
5	1	51	2	1	2	6808	1734	429	41	95.782753	CONSTRUCTION:
2	1	52	0	0	0	6569	1798	2591	172	-1	
3	1	52	1	0	0	6569	1798	2591	172	-1	
4	1	52	1	1	0	6569	1798	2591	58	-1	
5	1	52	1	1	1	6569	1804	41	40	94.550529	6.
5	1	52	1	1	2	6682	1804	96	40	96.080894	THE
5	1	52	1	1	3	6821	1804	227	40	90.978554	EROSION
5	1	52	1	1	4	7094	1798	34	58	90.978554	/
5	1	52	1	1	5	7167	1804	422	40	96.243530	SEDIMENTATION
5	1	52	1	1	6	7635	1804	248	40	93.396187	CONTROL
5	1	52	1	1	7	7925	1804	146	40	96.456711	WORK
5	1	52	1	1	8	8115	1804	168	40	95.397934	SHALL
5	1	52	1	1	9	8324	1804	63	40	95.325737	BE
5	1	52	1	1	10	8430	1804	291	40	95.325737	INSPECTED
5	1	52	1	1	11	8765	1804	152	40	95.962814	DAILY
5	1	52	1	1	12	8956	1804	68	40	96.851593	BY
5	1	52	1	1	13	9064	1804	96	40	96.901886	THE
4	1	52	1	2	0	6681	1866	2246	41	-1	
5	1	52	1	2	1	6681	1866	362	41	95.643837	CONTRACTOR
5	1	52	1	2	2	7087	1867	106	40	96.659149	AND
5	1	52	1	2	3	7237	1867	322	40	95.554428	MAINTAINED
5	1	52	1	2	4	7603	1867	67	40	96.069473	AS
5	1	52	1	2	5	7712	1866	323	41	95.975121	NECESSARY
5	1	52	1	2	6	8075	1867	62	40	96.066002	TO
5	1	52	1	2	7	8180	1867	210	40	87.437920	ENSURE
5	1	52	1	2	8	8434	1867	146	40	90.045288	THEIR
5	1	52	1	2	9	8624	1866	303	41	90.045288	CONTINUED
4	1	52	1	3	0	6681	1929	1067	41	-1	
5	1	52	1	3	1	6681	1929	356	41	93.365822	FUNCTIONING
5	1	52	1	3	2	7080	1929	197	40	95.468079	DURING
5	1	52	1	3	3	7319	1929	429	41	91.983261	CONSTRUCTION.
2	1	53	0	0	0	6569	1992	2657	484	-1	
3	1	53	1	0	0	6569	1992	2651	172	-1	
4	1	53	1	1	0	6569	1992	2396	59	-1	
5	1	53	1	1	1	6569	1999	41	39	95.215370	7.
5	1	53	1	1	2	6682	1999	96	40	95.807930	THE
5	1	53	1	1	3	6821	1999	227	40	89.608543	EROSION
5	1	53	1	1	4	7094	1992	34	59	89.608543	/
5	1	53	1	1	5	7167	1999	422	40	95.061935	SEDIMENTATION
5	1	53	1	1	6	7635	1999	248	40	96.100334	CONTROL
5	1	53	1	1	7	7925	1999	146	40	95.908867	WORK
5	1	53	1	1	8	8115	1999	67	40	96.073082	ON
5	1	53	1	1	9	8228	1998	237	41	96.670776	INACTIVE
5	1	53	1	1	10	8508	1999	144	40	96.251114	SITES
5	1	53	1	1	11	8694	1999	168	40	94.805931	SHALL
5	1	53	1	1	12	8903	1999	62	40	94.805931	BE
4	1	53	1	2	0	6681	2061	2539	40	-1	
5	1	53	1	2	1	6681	2061	292	40	95.269318	INSPECTED
5	1	53	1	2	2	7018	2061	105	40	94.799026	AND
5	1	53	1	2	3	7167	2061	322	40	96.311569	MAINTAINED
5	1	53	1	2	4	7534	2062	30	39	94.390892	A
5	1	53	1	2	5	7606	2062	224	39	94.390892	MINIMUM
5	1	53	1	2	6	7876	2061	64	40	96.670830	OF
5	1	53	1	2	7	7981	2061	142	40	96.357536	ONCE
5	1	53	1	2	8	8166	2062	30	39	96.083214	A
5	1	53	1	2	9	8238	2061	182	40	96.096725	MONTH
5	1	53	1	2	10	8465	2061	67	40	96.042641	OR
5	1	53	1	2	11	8576	2061	170	40	90.699867	WITHIN
5	1	53	1	2	12	8793	2061	96	40	90.699867	THE
5	1	53	1	2	13	8932	2061	63	40	96.420929	48
5	1	53	1	2	14	9037	2061	183	40	95.758980	HOURS
4	1	53	1	3	0	6681	2124	815	40	-1	
5	1	53	1	3	1	6681	2124	297	40	94.676193	FOLLOWING
5	1	53	1	3	2	7021	2124	30	39	91.663239	A
5	1	53	1	3	3	7094	2124	176	40	91.663239	STORM
5	1	53	1	3	4	7315	2124	181	40	89.005341	EVENT.
3	1	53	2	0	0	6569	2186	2657	165	-1	
4	1	53	2	1	0	6569	2186	2657	40	-1	
5	1	53	2	1	1	6569	2186	41	40	91.767036	8.
5	1	53	2	1	2	6682	2187	108	39	93.284554	ANY
5	1	53	2	1	3	6830	2186	325	40	91.015114	STOCKPILED
5	1	53	2	1	4	7199	2186	113	40	94.146782	SOIL
5	1	53	2	1	5	7353	2186	145	40	94.146782	MUST
5	1	53	2	1	6	7537	2186	62	40	94.481071	BE
5	1	53	2	1	7	7642	2186	245	40	94.481071	SECURED
5	1	53	2	1	8	7932	2186	105	40	94.236313	AND
5	1	53	2	1	9	8081	2186	312	40	96.131905	PROTECTED
5	1	53	2	1	10	8437	2186	370	40	95.289925	THROUGHOUT
5	1	53	2	1	11	8846	2186	96	40	96.098839	THE
5	1	53	2	1	12	8985	2186	241	40	95.398071	PROJECT
4	1	53	2	2	0	6682	2248	2387	41	-1	
5	1	53	2	2	1	6682	2249	116	39	93.164192	WITH
5	1	53	2	2	2	6844	2249	113	40	91.751602	SOIL
5	1	53	2	2	3	6997	2249	392	40	95.463051	STABILIZATION
5	1	53	2	2	4	7435	2249	290	40	95.463051	MEASURES
5	1	53	2	2	5	7767	2248	281	41	95.653748	INCLUDING
5	1	53	2	2	6	8090	2249	265	40	96.095863	SEDIMENT
5	1	53	2	2	7	8394	2249	265	40	95.962486	BARRIERS
5	1	53	2	2	8	8701	2249	106	40	94.074608	AND
5	1	53	2	2	9	8851	2249	218	40	94.074608	PLASTIC
4	1	53	2	3	0	6681	2311	272	40	-1	
5	1	53	2	3	1	6681	2307	121	62	80.626747	SHEE
5	1	53	2	3	2	6821	2311	132	40	80.626747	TING.
3	1	53	3	0	0	6569	2373	2633	103	-1	
4	1	53	3	1	0	6569	2373	2633	41	-1	
5	1	53	3	1	1	6569	2374	41	40	93.729256	9.
5	1	53	3	1	2	6682	2374	108	39	95.369026	ANY
5	1	53	3	1	3	6830	2374	112	40	92.954231	SOIL
5	1	53	3	1	4	6984	2373	244	41	92.954231	TRACKED
5	1	53	3	1	5	7272	2374	142	40	95.564758	ONTO
5	1	53	3	1	6	7457	2374	96	40	95.767601	THE
5	1	53	3	1	7	7596	2374	200	40	96.380676	STREET
5	1	53	3	1	8	7835	2374	140	40	95.910423	FROM
5	1	53	3	1	9	8021	2374	359	40	95.910423	ESTABLISHED
5	1	53	3	1	10	8424	2374	412	40	95.428116	CONSTRUCTION
5	1	53	3	1	11	8881	2374	321	40	95.872986	ENTRANCES
4	1	53	3	2	0	6681	2436	1551	40	-1	
5	1	53	3	2	1	6681	2436	145	40	95.593208	MUST
5	1	53	3	2	2	6865	2436	63	40	96.462402	BE
5	1	53	3	2	3	6971	2436	177	40	95.594719	SWEPT
5	1	53	3	2	4	7187	2436	66	40	96.108276	UP
5	1	53	3	2	5	7298	2436	105	40	95.783943	AND
5	1	53	3	2	6	7447	2436	262	40	95.556190	DISPOSED
5	1	53	3	2	7	7753	2436	64	40	96.385742	OF
5	1	53	3	2	8	7858	2436	67	40	92.950150	ON
5	1	53	3	2	9	7971	2436	96	40	92.950150	THE
5	1	53	3	2	10	8110	2436	122	40	93.148857	SITE.
2	1	54	0	0	0	6569	827	673	4	-1	
3	1	54	1	0	0	6569	827	673	4	-1	
4	1	54	1	1	0	6569	827	673	4	-1	
5	1	54	1	1	1	6569	827	673	4	95.000000	 
2	1	55	0	0	0	6569	1779	664	4	-1	
3	1	55	1	0	0	6569	1779	664	4	-1	
4	1	55	1	1	0	6569	1779	664	4	-1	
5	1	55	1	1	1	6569	1779	664	4	95.000000	 
2	1	56	0	0	0	6569	2561	463	40	-1	
3	1	56	1	0	0	6569	2561	463	40	-1	
4	1	56	1	1	0	6569	2561	463	40	-1	
5	1	56	1	1	1	6569	2561	234	40	94.919472	GRADING
5	1	56	1	1	2	6846	2561	186	40	90.582054	NOTES:
2	1	57	0	0	0	6569	2605	459	5	-1	
3	1	57	1	0	0	6569	2605	459	5	-1	
4	1	57	1	1	0	6569	2605	459	5	-1	
5	1	57	1	1	1	6569	2605	459	5	95.000000	 
2	1	58	0	0	0	6569	2687	2618	883	-1	
3	1	58	1	0	0	6569	2687	2618	109	-1	
4	1	58	1	1	0	6569	2687	2618	58	-1	
5	1	58	1	1	1	6569	2694	34	39	93.686661	1.
5	1	58	1	1	2	6682	2694	108	39	95.398575	ANY
5	1	58	1	1	3	6830	2693	234	41	96.235405	GRADING
5	1	58	1	1	4	7106	2693	67	40	96.669884	ON
5	1	58	1	1	5	7219	2693	96	40	96.079865	THE
5	1	58	1	1	6	7358	2693	107	40	96.563988	SITE
5	1	58	1	1	7	7508	2693	168	40	93.966576	SHALL
5	1	58	1	1	8	7717	2693	63	40	93.966576	BE
5	1	58	1	1	9	7822	2693	315	40	96.054657	COMPLETED
5	1	58	1	1	10	8181	2693	67	40	96.425842	SO
5	1	58	1	1	11	8291	2693	66	40	95.310577	AS
5	1	58	1	1	12	8400	2693	62	40	95.882263	TO
5	1	58	1	1	13	8505	2693	248	40	92.749237	MAINTAIN
5	1	58	1	1	14	8799	2687	74	58	91.703094	(E)
5	1	58	1	1	15	8917	2693	270	40	95.973282	DRAINAGE
4	1	58	1	2	0	6681	2756	852	40	-1	
5	1	58	1	2	1	6681	2756	140	40	95.323936	FROM
5	1	58	1	2	2	6868	2756	281	40	95.323936	ADJACENT
5	1	58	1	2	3	7188	2756	345	40	95.043999	PROPERTIES.
3	1	58	2	0	0	6569	2818	2539	103	-1	
4	1	58	2	1	0	6569	2818	2539	41	-1	
5	1	58	2	1	1	6569	2818	41	40	94.593788	2.
5	1	58	2	1	2	6681	2818	422	40	94.593788	SEDIMENTATION
5	1	58	2	1	3	7149	2818	265	40	96.234917	BARRIERS
5	1	58	2	1	4	7456	2818	168	40	96.080444	SHALL
5	1	58	2	1	5	7665	2818	63	40	94.927559	BE
5	1	58	2	1	6	7771	2818	206	41	96.098671	PLACED
5	1	58	2	1	7	8021	2818	156	40	94.605957	PRIOR
5	1	58	2	1	8	8221	2818	63	40	96.015411	TO
5	1	58	2	1	9	8326	2819	109	39	96.423111	ANY
5	1	58	2	1	10	8474	2818	235	41	96.130928	GRADING
5	1	58	2	1	11	8751	2818	67	40	94.302261	OR
5	1	58	2	1	12	8862	2818	246	40	94.922829	SURFACE
4	1	58	2	2	0	6681	2881	390	40	-1	
5	1	58	2	2	1	6681	2881	390	40	95.954788	DISTURBANCE.
3	1	58	3	0	0	6569	2944	2588	116	-1	
4	1	58	3	1	0	6569	2944	2588	59	-1	
5	1	58	3	1	1	6569	2951	41	40	89.486488	3.
5	1	58	3	1	2	6682	2951	96	40	93.859810	THE
5	1	58	3	1	3	6821	2950	361	41	96.157234	CONTRACTOR
5	1	58	3	1	4	7226	2951	168	40	96.586266	SHALL
5	1	58	3	1	5	7435	2950	245	41	96.092636	PROTECT
5	1	58	3	1	6	7719	2951	93	40	91.758865	ALL
5	1	58	3	1	7	7853	2944	74	59	90.060074	(E)
5	1	58	3	1	8	7971	2950	366	47	95.893784	STRUCTURES,
5	1	58	3	1	9	8384	2951	164	40	96.915321	TREES
5	1	58	3	1	10	8591	2951	105	40	95.063667	AND
5	1	58	3	1	11	8740	2951	417	40	96.007408	IMPROVEMENTS
4	1	58	3	2	0	6681	3013	1493	47	-1	
5	1	58	3	2	1	6681	3013	197	40	96.372726	DURING
5	1	58	3	2	2	6921	3013	429	47	96.135727	CONSTRUCTION,
5	1	58	3	2	3	7396	3013	206	40	96.160667	UNLESS
5	1	58	3	2	4	7644	3013	300	40	95.995758	OTHERWISE
5	1	58	3	2	5	7987	3013	187	40	95.802582	NOTED.
3	1	58	4	0	0	6569	3075	2545	173	-1	
4	1	58	4	1	0	6569	3075	2523	41	-1	
5	1	58	4	1	1	6569	3076	41	39	85.646889	4.
5	1	58	4	1	2	6682	3076	92	39	94.229004	ALL
5	1	58	4	1	3	6815	3075	135	40	94.229004	FILLS
5	1	58	4	1	4	6993	3076	110	39	96.385742	WILL
5	1	58	4	1	5	7144	3075	229	40	95.073502	CONSIST
5	1	58	4	1	6	7412	3075	64	40	94.788376	OF
5	1	58	4	1	7	7517	3075	315	41	96.258186	EXCAVATED
5	1	58	4	1	8	7876	3075	67	40	93.159599	OR
5	1	58	4	1	9	7987	3075	325	40	92.002525	STOCKPILED
5	1	58	4	1	10	8356	3075	263	40	96.559357	MATERIAL
5	1	58	4	1	11	8660	3075	140	40	96.219589	FROM
5	1	58	4	1	12	8846	3075	96	40	95.793991	THE
5	1	58	4	1	13	8985	3075	107	40	96.160637	SITE
4	1	58	4	2	0	6682	3138	2432	59	-1	
5	1	58	4	2	1	6682	3138	221	59	91.493172	AND/OR
5	1	58	4	2	2	6947	3145	63	40	96.502396	BE
5	1	58	4	2	3	7053	3145	254	40	95.950928	SUITABLE
5	1	58	4	2	4	7349	3145	169	40	95.721703	CLEAN
5	1	58	4	2	5	7563	3145	354	41	96.264786	STRUCTURAL
5	1	58	4	2	6	7958	3145	113	40	95.807457	FILL.
5	1	58	4	2	7	8117	3145	165	40	96.032463	REFER
5	1	58	4	2	8	8326	3145	245	41	95.841866	GENERAL
5	1	58	4	2	9	8612	3145	172	40	96.611626	NOTES
5	1	58	4	2	10	8826	3145	99	40	96.552643	FOR
5	1	58	4	2	11	8969	3145	145	40	96.590958	MORE
4	1	58	4	3	0	6681	3208	358	40	-1	
5	1	58	4	3	1	6681	3208	358	40	96.211014	INFORMATION
3	1	58	5	0	0	6569	3270	2431	168	-1	
4	1	58	5	1	0	6569	3270	2431	41	-1	
5	1	58	5	1	1	6569	3270	41	40	85.999947	S.
5	1	58	5	1	2	6682	3270	96	40	93.063026	THE
5	1	58	5	1	3	6821	3270	163	40	95.576805	FINISH
5	1	58	5	1	4	7030	3270	286	40	96.033012	ELEVATION
5	1	58	5	1	5	7362	3270	64	40	95.929558	OF
5	1	58	5	1	6	7468	3271	92	39	96.667206	ALL
5	1	58	5	1	7	7601	3270	282	41	96.236908	CONCRETE
5	1	58	5	1	8	7926	3270	352	41	96.352486	STRUCTURES
5	1	58	5	1	9	8321	3270	144	40	95.624382	MUST
5	1	58	5	1	10	8505	3270	62	40	94.895164	BE
5	1	58	5	1	11	8610	3270	229	40	95.838066	VERIFIED
5	1	58	5	1	12	8884	3270	116	40	91.306648	WITH
4	1	58	5	2	0	6681	3332	2302	41	-1	
5	1	58	5	2	1	6681	3332	412	41	92.273880	CONSTRUCTION
5	1	58	5	2	2	7138	3332	276	41	94.194183	MANAGER.
5	1	58	5	2	3	7460	3333	97	40	95.689629	THE
5	1	58	5	2	4	7599	3333	138	40	92.512383	FIELD
5	1	58	5	2	5	7782	3333	355	40	95.474182	ADJUSTMENT
5	1	58	5	2	6	8176	3333	99	40	96.293152	FOR
5	1	58	5	2	7	8319	3332	177	41	96.321709	GRADE
5	1	58	5	2	8	8538	3333	287	40	96.352928	ELEVATION
5	1	58	5	2	9	8871	3333	112	39	96.771873	MAY
4	1	58	5	3	0	6681	3395	718	43	-1	
5	1	58	5	3	1	6681	3395	264	43	95.479607	REQUIRED
5	1	58	5	3	2	6989	3395	66	40	95.168182	AT
5	1	58	5	3	3	7094	3395	138	40	89.779144	THAT
5	1	58	5	3	4	7271	3395	128	40	89.779144	TIME.
3	1	58	6	0	0	6569	3458	2579	112	-1	
4	1	58	6	1	0	6569	3458	2579	59	-1	
5	1	58	6	1	1	6569	3465	41	40	88.594284	6.
5	1	58	6	1	2	6681	3458	249	59	90.972206	CUT/FILL
5	1	58	6	1	3	6971	3465	382	43	95.375610	QUANTITATIVE
5	1	58	6	1	4	7396	3465	139	40	95.987801	HAVE
5	1	58	6	1	5	7578	3465	105	40	96.590248	NOT
5	1	58	6	1	6	7722	3465	133	40	95.781143	BEEN
5	1	58	6	1	7	7901	3464	347	41	96.447311	CALCULATED
5	1	58	6	1	8	8292	3464	361	41	95.931007	CONTRACTOR
5	1	58	6	1	9	8697	3465	42	40	86.609512	IS
5	1	58	6	1	10	8781	3465	367	40	95.795242	RESPONSIBLE
4	1	58	6	2	0	6681	3527	958	43	-1	
5	1	58	6	2	1	6681	3527	99	40	95.660240	FOR
5	1	58	6	2	2	6824	3527	313	41	95.429672	PERMITTING
5	1	58	6	2	3	7180	3528	93	39	93.518364	ALL
5	1	58	6	2	4	7313	3527	326	43	91.476761	QUANTITIES.
2	1	59	0	0	0	6569	3714	543	41	-1	
3	1	59	1	0	0	6569	3714	543	41	-1	
4	1	59	1	1	0	6569	3714	543	41	-1	
5	1	59	1	1	1	6569	3714	354	41	96.038803	STRUCTURAL
5	1	59	1	1	2	6963	3715	149	40	96.038803	FILLS:
2	1	60	0	0	0	6569	3759	539	4	-1	
3	1	60	1	0	0	6569	3759	539	4	-1	
4	1	60	1	1	0	6569	3759	539	4	-1	
5	1	60	1	1	1	6569	3759	539	4	95.000000	 
2	1	61	0	0	0	6569	3839	2696	971	-1	
3	1	61	1	0	0	6569	3839	2688	185	-1	
4	1	61	1	1	0	6569	3839	2671	41	-1	
5	1	61	1	1	1	6569	3840	34	39	82.966995	1.
5	1	61	1	1	2	6682	3840	92	40	82.966995	ALL
5	1	61	1	1	3	6816	3840	177	40	95.915146	AREAS
5	1	61	1	1	4	7035	3840	179	40	95.750816	WHERE
5	1	61	1	1	5	7256	3839	354	41	95.136482	STRUCTURAL
5	1	61	1	1	6	7651	3840	373	40	95.294746	EMBANKMENT
5	1	61	1	1	7	8063	3840	42	40	90.064186	IS
5	1	61	1	1	8	8148	3840	63	40	95.461197	TO
5	1	61	1	1	9	8253	3840	62	40	96.582260	BE
5	1	61	1	1	10	8358	3840	206	40	95.940689	PLACED
5	1	61	1	1	11	8608	3840	67	40	95.940689	OR
5	1	61	1	1	12	8719	3840	179	40	96.338501	WHERE
5	1	61	1	1	13	8940	3840	300	40	96.360580	OTHERWISE
4	1	61	1	2	0	6681	3902	2576	47	-1	
5	1	61	1	2	1	6681	3902	185	40	95.903656	SHOWN
5	1	61	1	2	2	6912	3902	66	40	95.003723	ON
5	1	61	1	2	3	7025	3902	96	40	96.457474	THE
5	1	61	1	2	4	7163	3902	174	40	96.594963	PLANS
5	1	61	1	2	5	7380	3902	168	40	95.112961	SHALL
5	1	61	1	2	6	7588	3902	63	40	95.112961	BE
5	1	61	1	2	7	7694	3902	240	41	95.779388	CLEARED
5	1	61	1	2	8	7978	3902	106	40	93.274651	AND
5	1	61	1	2	9	8128	3902	250	41	92.733917	GRUBBED
5	1	61	1	2	10	8422	3902	65	40	96.574486	OF
5	1	61	1	2	11	8528	3902	195	47	95.141937	BRUSH,
5	1	61	1	2	12	8769	3902	190	47	95.841339	ROOTS,
5	1	61	1	2	13	9005	3902	102	40	96.428299	SOD
5	1	61	1	2	14	9151	3902	106	40	96.133553	AND
4	1	61	1	3	0	6681	3965	2543	59	-1	
5	1	61	1	3	1	6681	3972	172	40	95.862198	OTHER
5	1	61	1	3	2	6898	3972	319	40	96.608749	VEGETATIVE
5	1	61	1	3	3	7260	3972	217	40	95.690529	GROWTH
5	1	61	1	3	4	7522	3972	67	40	96.740273	OR
5	1	61	1	3	5	7633	3972	203	47	95.422386	DEBRIS,
5	1	61	1	3	6	7882	3972	63	40	95.444893	TO
5	1	61	1	3	7	7987	3972	30	39	94.969650	A
5	1	61	1	3	8	8060	3972	168	40	94.969650	DEPTH
5	1	61	1	3	9	8274	3972	65	40	96.244110	OF
5	1	61	1	3	10	8380	3972	66	39	96.701622	AT
5	1	61	1	3	11	8485	3972	166	40	96.229980	LEAST
5	1	61	1	3	12	8690	3972	138	40	96.229980	FOUR
5	1	61	1	3	13	8872	3971	192	41	92.080399	INCHES
5	1	61	1	3	14	9106	3965	118	59	74.284271	(4”).
3	1	61	2	0	0	6569	4035	2602	242	-1	
4	1	61	2	1	0	6569	4035	2593	58	-1	
5	1	61	2	1	1	6569	4042	41	39	95.901756	2.
5	1	61	2	1	2	6681	4042	42	39	92.123978	IN
5	1	61	2	1	3	6769	4042	259	46	96.558327	ADDITION,
5	1	61	2	1	4	7074	4042	156	39	96.264099	PRIOR
5	1	61	2	1	5	7275	4042	62	39	96.449341	TO
5	1	61	2	1	6	7380	4041	227	41	95.713631	PLACING
5	1	61	2	1	7	7649	4042	135	39	93.215485	FILLS
5	1	61	2	1	8	7826	4041	279	40	91.941666	EXCAVATE
5	1	61	2	1	9	8148	4042	221	39	91.097260	TOPSOIL
5	1	61	2	1	10	8410	4035	361	58	91.306755	(STRIPPINGS)
5	1	61	2	1	11	8816	4042	62	39	96.586052	TO
5	1	61	2	1	12	8921	4042	30	39	95.930313	A
5	1	61	2	1	13	8994	4042	168	39	95.930313	DEPTH
4	1	61	2	2	0	6681	4104	2267	59	-1	
5	1	61	2	2	1	6681	4111	65	40	96.277657	OF
5	1	61	2	2	2	6787	4111	66	40	94.862434	AT
5	1	61	2	2	3	6892	4111	166	40	96.559677	LEAST
5	1	61	2	2	4	7097	4111	77	40	95.880524	SIX
5	1	61	2	2	5	7217	4111	192	41	92.902946	INCHES
5	1	61	2	2	6	7451	4104	118	59	19.931374	(6). SEE EROSION CONTROL AND GRADING NOTES ON THIS SHEET FOR GENERAL
OADW SHEET NUMBER:
A-2.2
Copyright > a 7
a 0
11°x17” ” SCALE: 1/8” ” = 1°-0 > 4324

NEW ANTENNAS ANTENNA NOTE:
KEY Ae NS THE ANTENNA INFORMATION SHOWN ABOVE IS FOR
Ys QUANTITY | DESCRIPTION | COLOR CODING ae WANUFACTIBER a AZIMUTH “CABG) au MOUNT COAX SIZE AN oe *CAPPROX)
permission MODEL GENERAL PURPOSES ONLY. ANTENNA CONFIGURATION
IS SUBJECT TO CHANGE. MOTOROLA IS TO PROVIDE
THE FINAL RF DATA SHEETS FOR ALL OF THE
1 1 Rx RED 1 PANEL SE414—SF SP4LDF 270° POLE MOUNT 26’ BOTTOM 3’ STANDOFF MOUNT Bs ANDREW AVA5—50 +58’
written PROPOSED ANTENNA(S).
2 1 TX BLUE 1 PANEL SE414—SF SP4LDF 270° POLE MOUNT 18° BOTTOM 3’ STANDOFF MOUNT a ANDREW AVA5—50 +50’
prior
6) 2 GPS WHITE 1—2 GPS SYMMETRICON — ICE BRIDGE 137-0” BUILDING AWG MADISON +20’
ADWCOMM‘'s
® MOTOROLA SOLU SIONS
KEY NOTES CONTINUE: (#4)
1503 EAST ALGONQUIN ROAD
4. NEW 30’ TALL MONOPOLE WITH ANTENNAS SCHAUMBURG, ILLINOIS 60196
without
5. NEW 5’ LIGHTNING ROD TELEPHONE: 847.576.5000
6. NEW RETAINING WALL WITH WROUGHT IRON FENCE ON TOP TO MATCH EXISTING RETAINING WALL WWW.MOTOROLASOLU TIONS.COM
format 7. NEW EXHAUST VENT
8. NEW 14’x28’ CUSTOM BUILDING TO MATCH EXISTING REST AREA’S RESTROOM
any 9. NEW METER ATTACHED TO NEW BUILDING
10. NEW REMOTE FILL STATION BY PRYCO
in
11. NEW BOLLARD
12. NEW CONCRETE STOOP
reproduced 13. NEW FINISHED GRADE
14. EXISTING FINISHED GRADE
or COMMUNICATIONS SERVIGES, ING
14350 N. 87th ST., STE. 145
disclosed
SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
40'
used,
PE SEAL
be
cannot
It
35'
project.
specific
a 30'
on
use
for
_
solely
:
25' DESIGNER: JASON NGO
: 2
information SUBMITTALS
REV.} DATE DESCRIP TION BY
4
S 20' O | 04.24.17 REVIEW AW
contains
@ 05.10.17 COMMENTS AW
s
and -
2 | 05.16.17 COMMENTS AW
Oo ©
ADWCOMM 15'
5 6 & |
THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item s 2 GS i Oo, WHICH RELATES TO MARICOPA COUNTY’S
P25 RADIO SYSTEM INFRASTRUCTURE
10' UPGRADE IS STRICTLY PROHIBITED.
proprietary
~ ral PLOT DATE: 9/19/17
e
a = rN
a a a a
is an SITE_CODE:
(10)
(© FISH
document y
GSES NVA
This WYO YY DY YL YW YY YYW ALY LY YJ LYYY SITE NAME:
BY
FISH CREEK HILL
{ IPD DODO YO OOOO LON OOO E.G.
DLP
(ADWCOMM). aye PSINILXSLRISIIIRERELOOCL
SN LIRR A MIA MS SITE ADDRESS:
LATITUDE: 33° 31° 59.5” N
LONGITUDE: 111° 18 51.93” W
INC
MILE POST 222 TOP/FISH
DOOONWDANAWAN”MKY
RL CREEK HILL CX
SOUTHEAST ELEVATION
Services, APACHE TRAIL, AZ 85119
SHEET TITLE:
Communications ELEVATION
OADW SHEET NUMBER:
Ao
Copyright 24"x36" SCALE: 1/4” = 1°’-0" a |
FLEVATION

permission
written
prior
's
ADWCOMM
CAA) MOTOROLA SOLUTIONS
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
format
any
in
RX TX
— —
AZIMUTH (270°) AZIMUTH (270°)
reproduced
or COMMUNICATIONS SERVICES, ING
14550 N. 8/th ST., STE. 145
disclosed
SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
used,
PE SEAL
be
cannot
It
project.
DETAIL KEYED NOTES: (#) DETAIL KEYED NOTES: (#)
specific
1. PROPOSED 30’—0” TALL MONOPOLE, FABRICATION 1. PROPOSED 30’—0” TALL MONOPOLE, FABRICATION
a DRAWINGS TO BE PROVIDED BY MANUFACTURER. | DRAWINGS TO BE PROVIDED BY MANUFACTURER.
on 2. PROPOSED RX SE414—SF3P4LDF PANEL 2. PROPOSED TX SE414—SF3P4LDF PANEL
N
use ANTENNAS @ 26’ BOTTOM (270° AZIMUTH). | ANTENNAS @ 18 BOTTOM (270° AZIMUTH).
for
solely
ONOPOLE CROSS SECTION AT 26°—-0° SCALE : NTS MONOPOLE CROSS SECTION AT 18-0" SCALE : NTS DESIGNER: JASON NGO
information SUBMITTALS
REV.| DATE DESCRIP TION BY
QO | 04.24.17 REVIEW AW
contains
1 | 05.10.17 COMMENTS AW
and 2 | 05.16.17 COMMENTS AW
ADWCOMM
THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
proprietary
PLOT DATE: 9/19/17
a
is SITE_CODE:
FISH
document
SITE NAME:
This
FISH CREEK FILL
(ADWCOMM).
SITE ADDRESS:
LATITUDE: 33° 31 59.5” N
LONGITUDE: 111° 18° 51.93” W
INC
MILE POST 222 TOP/FISH
CREEK HILL CX
Services, APACHE TRAIL, AZ 85119
SHEET TITLE:
Communications POLE CROSS SECTIONS
OADW SHEET NUMBER:
A—4
Copyright
NOT USED SCALE : NTS NOT USED SCALE: NTS 4

FLECTRICAL BOX ATTACHMENT KEYED NOTES: (4) HIGH VOLTAGE TRENCH KEYED NOTES: (#) COAX CONDUIT TRENCH KEYED NOTES: )
] | ~
|| —— 1. BUILDING 1. MATCH EXISTING SURFACE 1. FINISHED GRADE
a
2. PIPE CLAMP (TYP.) 2. FINISHED GRADE 2. NOT USED
permission PLAN A = 3. RIGID CONDUIT (TYP.) 3. VERT. DEPTH W/O SHORING PER GOVERNING CODES 3. 4% PVC SCH. 40 CONDUITS
QO) Gh,
| OH 4. MECHANICAL GROUND BONDING (TYPE YA—2) (TYP.) | 4. CLEAR BEDDING W/ MIN. 12” COVERAGE OVER CONDUIT 4. CLEAR BEDDING (NO ROCK), SAND, OR SLURRY; MIN. 12” COVERAGE
| 7 5. EXOTHERMIC WELD (TYPE PT) (TYP.) 5. PVC HIGH VOLTAGE POWER CONDUIT SIZED PER ELECTRICAL OVER CONDUIT
\
written he (89) 6. GROUND RING ENGINEER; 12” SEPARATION FROM OTHER LINES; CONDUIT W/ GAS 5. DETECTABLE WARNING TAPE TO BE LOCATED 12” BELOW FIN. GRADE
7. #2 AWG SOLID TINNED BARE COPPER CONDUCTOR & FUEL LINES IN SEPARATE TRENCH; COORDINATE W/ LOCAL ALONG ENTIRE TRENCH
e |
prior [| ! ROUTED IN FLEXIBLE NON-METALLIC LIQUID TIGHT UTILITIES 6. BACK FILL
He(4) CONDUIT (CARFLEX) (TYP.) 6. NOT USED
_—-)
| ! 8. METER SERVICE WITH FUSE DISCONNECT 7. WARNING TAPE 12” ABOVE CONDUIT
ae a
— | 9. PANTROL BOX 8. ENGINEERING FILL MATERIAL
ADWCOMM‘'s | |
HC) 10. FINISHED GRADE OR ASPHALT TIERS: ~ TT
| SN . WAS y © MOTOROLA SOLU SIONS
_— | 11. NATURAL SOIL RRGEEEECAR
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
TE Be EBA
format
©
VININ IMI INI I NI ANTI OLUplpitpriplpe VIR NINN 7, m WRILZA 7, RG . 5 we POX vO Ke) 5 i. as SY
any
in
SNPS, Wan INNA POO SMS = 2» \NRRRAAS
KAKANAN AN AN AN AN ANA NKANANAIKAXNLAN AN YAN NAN KANANANS Zz —-O
reproduced ' Zz i are Y 6 M N MIN
| [ogg |
LA —— 5 KARA — 2 _ —] —7
or U LHe} COMMUNICATIONS SERVIGES, ING
ole! A =~ NOTE: MIN. MIN NOTE:
TAIS DETAIL NOT APPLICABLE 14350 N. 87th ST., STE. 145
disclosed THIS DETAIL NOT APPLICABLE TO WATER LINE(S)
FRONT SECTION A-A TO WATER LINE(S) SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
used, ELECTRICAL BOX MOUNTING DETAIL SCALE: N.S.) 1 | HIGH VOLTAGE TRENCH DETAIL SCALE: N.T.S.| 4 | CABLE CONDUIT TRENCH DETAIL. |scate: n.t.s.] 7
PE SEAL
be
DETAIL KEYED NOTES: (#) NOTES: GPS MOUNT KEYED NOTES: (#)
REMOVABLE BOLLARD KEYED (#)
cannot
1
1. FINISHED GRADE ; 1. GPS ANTENNA
It 1. M4” THK. CAP WELD TO TOP OF oa *k
2. BOND BEAM PER G.S.N. 2. SET SCREWS
; BOLLARD: GRIND SHARP EDCES Q) i _
3. 8” MASONRY WALL WITH #5 VERTICALS AT 16” 0.C. ON SOIL SIDE | 3. 1/2” GALV. THREADED ROD,
project. 3 SMOOTE i
— GROUT SOLID ; | | 7 1/2” GALV. NUT, 1/2” GALYV.
, - . SCH. REMOVA T .
4. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER 2-3/8" Ky oe sor Lara (SEE A ron, FLAT & LOCK WASHER
specific G.S.N. — ALTERNATE BENDS il | | -| 4. SHELTER
AZARD
5. (3) #5 CONTINUOUS, TOP AND BOTTOM = SIZE) PAINTED YELLOW || =| 5. 1/26 x 3-3/4” EMBED
a
on 7. FINISHED GRADE AS OCCURS (10) ° ANCHOR OR APPROVED EQUAL
— SADLOCK |
use 8. 6-0" MAXIMUM —FOR TOP OF WALL, SEE ELEVATIONS, . | + (2) BOLTS PER CONNECTION
A CONCRETE BASE FLUSH WITH
for 9. #5 HORIZONTAL © 24” O.C. : EYISTING || (TYP.)
FINISHED
10. #5 @ 16” 0.C., TOP AND BOTTOM | 6. 5-1/2” STANDOFF COMMSCOPE
SURFACE /GRADE (8)
solely 11. 1°6 WEEP HOLES © 60” O.C. / MT—250L CANTILEVER WALL
5 UNDISTURBED NATIVE SOIL
12. RIVER ROCK VENEER TO MATCH EXSITING ROCK WALL MOUNT BRACKET OR APPROVED DESIGNER: JASON NGO
6. SCH. 40 STEEL SLEEVE: ID. %” oA
LARGER THAN 0.D. OF BOLLARD To 4) ESE EQUAL. (TYP.)
information 7. 2” WEEP HOLE 7. 1/2°@ U-BOLT (TYP.) SUBMITTALS
eel Ma
8. EXISTING PAVING OR FINISHED ee) fea 8. PIPE GROUND CONNECTOR
CRADE tah fs =| 9. #2 AWG GROUND WIRE LUG TO REV.| DATE DESCRIPTION | BY
eS = NEAREST EXTERIOR GROUND
9. REMOVE EXISTING DIRT AND PATCH eal O | 04.24.17 REVIEW AW
contains
AS REQUIRED | Hs BAR (EGB) OR GROUND RING
S = 1 | 05.10.17 | COMMENTS — FAW
10. 1°0x4” LIFTING BARS WELDED TO Fee ye | | 10. COAXIAL CABLE W/ DRIP LOOP
and BOLLARD =e le % & N-MALE CONNECTOR 2 | 05.16.17] COMMENTS — [AW
(6)
Tas | lig
CO tyes
ADWCOMM
THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY’S
RETAINING WALL DETAIL (MAX 6-0” TALL) SCALE: N.7.S.| 2. | REMOVABLE BOLLARD DETAIL SCALE: N.7.S.) 5 | GPS MOUNTED TO WALL DETAIL — [scate: n.ts} 8 P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
DETAIL KEYED NOTES: (#) BOLLARD KEYED NOTES: (¢#)
proprietary
GRAVEL KEYED NOTES: (#) PLOT DATE: 9/19/17
1. 3x3x1/4” , THK. TS 1, 4° j CONCRETE FILLED SCH40 STEEL
a ;
is 2. 1/2°6 ALL THREAD A36 ROD (5—-1/2" LONG) ye BOLLARD 1. 3°-6" OF %” BASE GRAVEL; SLOPE AWAY FROM
SITE_CODE:
4” MIN EMBEDMENT SET W/ SIMPSON ‘SET’ 2. PLASTIC BOLLARD COVER; COLOR: SHELTER & TOWER (VERIFY IN FIELD)
_ 5”
APOXY (TYP. OF 4 PER POST) YELLOW WITH (2) BLACK STRIPES 2. FINISHED GRADE LEVEL FISH
document 2
3. 5”x6”x1/2” THK. PLATE = oo 3. EXOTHERMIC WELD (TYPE VS) TO STEEL 3. (1) LAYER OF GEO-FABRIC (MIRAFI 500X OR EQUAL)
a
4. FULLY GROUNTED WALL << BOLLARD — SLOT CUT FOR COVER 4. NATURAL SUB—GRADE
This 5. RIVER ROCK VENEER TO MATCH EXSITING ROCK = 7 4. #2 AWG SOLID TINNED BARE COPPER 5. NATURAL SOIL SITE NAME:
WALL -~ 7 ~ CONDUCTOR TO GROUND RING
aD WA O FISH CREEK HILL
6. (4) a . 5. FINISHED GRADE
(S)— / AY 6. NATURAL SOIL
/ \
(ADWCOMM). \ 7. CAP FOR WATERSHED
| / SITE ADDRESS:
Onee O
/ oy s
LATITUDE: 33° 31 59.5” N
f
B= SECTION B-B (1)
LONGITUDE: 111° 18° 51.93” W
INC | | iO 4
© ~s MILE POST 222 TOP/FISH
_ | Oy,
52 OK | CREEK HILL CX
F- | / N| %3 ae See APACHE TRAIL, AZ 85119
Services,
sf | Oa. (a)
ae
_ \ _—- \ \ / Fy ye
Z I VA = / SHEET TITLE:
He H H ia :
- Oe ‘
4
Gyn i a NOTE:
Communications
CONSTRUCTION DETAILS
ae
CONTRACTOR SHALL STRIP SUPERFICIAL, SOFT, WET, ORGANIC OR
Bp DELETERIOUS SOILS TO EXPOSE FIRM AND UNYIELDING SOIL. IF
ELEVATION PLAN VIEW ENLARGED VIEW STRIPPING IS REQUIRED DEEPER THAN 6”, CONTRACTOR SHALL
CONTACT THE SITE CONSTRUCTION MANAGER TO DETERMINE THE
OADW SHEET NUMBER:
APPROPRIATE STRIPPING DEPTH AT THE TIME OF CONSTRUCTION.
Ao
Copyright
DETAIL SCALE: N.7.S.| 3 | BOLLARD DETAIL SCALE: N.7.S.} 6 | COMPOUND GRAVEL DETAIL SCALE: N.T.S.| 9

PART 1. ELECTRICAL 10. FIRE ALARM SYSTEM . CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO D. LOAD CENTER SHALL HAVE MAIN CIRCUIT BREAKER (LOCKABLE IN
1.4 CODES AND REGULATIONS x. PROVIDE AND INSTALL ARC-—FLASH HAZARD LABELS ON EACH TERMINATION WITHOUT SPLICES. ON & OFF POSITIONS).
. MIN. CONDUCTOR SIZE--—ALL BRANCH CIRCUIT AND CONTROL CIRCUIT
A. SEE T—1, CODES AND REGULATIONS ELECTRICAL EQUIPMENT AND ENCLOSURES DEFINED BY NFPA 7OE. E. COPPER GROUND BARS (ALUMINUM COMPONENTS IN ELECTRICAL
WIRE SHALL BE AS SPECIFIED ON PLANS. PROVIDE LARGER SIZES, AS
B. MOST RELEVANT: MOTOROLA R-~5S6 MANUAL. LABELS SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 7OE AND DEVICES IS PROHIBITED). ISOLATED NEUTRAL BUS AND FULL SIZE
INDICATED OR REQUIRED. FULL SIZED EQUIPMENT = GROUNDING
permission CONTAIN AS A MINIMUM: GROUNDING BUS.
1.2 CONDUCTOR WILL BE INSTALLED IN POWER AND LIGHTING CONDUITS.
SCOPE OF WORK AND GENERAL REQUIREMENT: 5. VOLTAGE (PHASE—PHASE) INSTALL WIRING IN CONDUIT OR OTHER SPECIFIED RACEWAY U.N.O. F. ACCEPTABLE MFGRS —
EQUIVALENT.
A. PROVIDE NEW MATERIAL UNLESS OTHERWISE INDICATED. FURNISH 6. FLASH PROTECTION BOUNDARY (INCHES) ROMEX, BX, AC AND MC TYPE CABLES ARE NOT ALLOWED.
written LABOR, EQUIPMENT, TECHNICAL = SUPERVISION, AND INCIDENTAL FURNISH AND INSTALL TERMINATIONS (INCLUDING LUGS IF NECESSARY) PART 13. SAFETY SWITCHES
7. INCIDENT ENERGY LEVEL AT THE WORKING DISTANCE (CA/CM2) .
SERVICES REQUIRED TO COMPLETE, TEST AND LEAVE READY FOR TO MAKE ELECTRICAL CONNECTIONS INDICATED OR ) REQUIRED. A. USE HEAVY DUTY HORSEPOWER RATED, FULLY ENCLOSED, FUSIBLE
prior OPERATION THE ELECTRICAL SYSTEMS AS SPECIFIED AND AS INDICATED 8 PERSONNEL PROTECTIVE EQUIPMENT (PPE) CLASS AND EXTERIOR AND SWITCH GEAR TERMINATIONS SHALL HAVE AN (WITH REJECTION FUSE CLIPS) OR NON-FUSED AS_ INDICATED,
ON DRAWINGS. DESCRIP TION. ANTIOXIDANT APPLIED. SPRING TYPE WIRE CONNECTORS USED IN QUICK-MAKE, QUICK BREAK SWITCHING MECHANISM INTERLOCKED
EXTERIOR BOXES SHALL BE SILICONE FILLED. WITH COVER AND NEMA1 ENCLOSURE FOR DRY LOCATIONS, AND
9. RESTRICTED APPROACH BOUNDARY (INCHES)
B. ORDINANCES AND CODES: PERFORM WORK IN ACCORDANCE WITH NEMA SR ENCLOSURE FOR OUTDOOR LOCATIONS, UNLESS
PART 7. WIRING DEVICES
ADWCOMM‘'s APPLICABLE FEDERAL, STATE AND LOCAL = ORDINANCES AND 10. LIMITED SHOCK APPROACH BOUNDARY (INCHES) INDICATED OTHERWISE. SWITCHES LABELED AS SUITABLE
5	1	159	1	6	7	9019	1172	99	40	95.975121	FOR
5	1	159	1	6	8	9165	1172	100	40	95.975121	USE
4	1	159	1	7	0	7305	1230	1571	49	-1	
5	1	159	1	7	1	7305	1236	66	40	92.765106	AS
5	1	159	1	7	2	7414	1236	219	40	92.765106	SERVICE
5	1	159	1	7	3	7676	1236	284	41	95.837326	ENTRANCE
5	1	159	1	7	4	8003	1230	329	49	84.877167	EQUIPMENT”
5	1	159	1	7	5	8377	1236	178	40	95.521881	WHERE
5	1	159	1	7	6	8597	1236	279	43	96.184822	REQUIRED.
2	1	160	0	0	0	7230	1312	2036	97	-1	
3	1	160	1	0	0	7230	1312	2036	97	-1	
4	1	160	1	1	0	7230	1312	2036	47	-1	
5	1	160	1	1	1	7230	1312	43	40	86.179665	B.
5	1	160	1	1	2	7305	1312	227	41	92.337547	RATINGS
5	1	160	1	1	3	7606	1334	34	2	81.624352	—
5	1	160	1	1	4	7717	1312	254	47	94.124138	VOLTAGE,
5	1	160	1	1	5	8048	1312	227	47	92.451378	PHASES,
5	1	160	1	1	6	8353	1312	328	41	91.335526	AMPERAGES
5	1	160	1	1	7	8755	1312	106	40	28.783569	AND
5	1	160	1	1	8	8936	1312	190	41	74.637512	FUSING
5	1	160	1	1	9	9200	1312	66	40	93.100792	AS
4	1	160	1	2	0	7305	1368	291	41	-1	
5	1	160	1	2	1	7305	1368	291	41	96.278122	INDICATED.
2	1	161	0	0	0	7230	1443	2036	266	-1	
3	1	161	1	0	0	7230	1443	2036	266	-1	
4	1	161	1	1	0	7230	1443	2036	47	-1	
5	1	161	1	1	1	7230	1443	116	40	76.340584	C.IN
5	1	161	1	1	2	7406	1443	169	40	94.943657	FUSED
5	1	161	1	1	3	7633	1443	447	47	94.943657	CONFIGURATION,
5	1	161	1	1	4	8140	1443	263	41	94.797157	SWITCHES
5	1	161	1	1	5	8460	1443	168	40	91.914536	SHALL
5	1	161	1	1	6	8683	1443	139	40	84.826836	HAVE
5	1	161	1	1	7	8879	1443	387	41	84.826836	INTERRUPTING
4	1	161	1	2	0	7305	1499	1961	47	-1	
5	1	161	1	2	1	7305	1499	268	41	93.061165	CAPACITY
5	1	161	1	2	2	7633	1500	64	40	93.061165	OF
5	1	161	1	2	3	7760	1500	66	39	94.918365	AT
5	1	161	1	2	4	7886	1500	166	40	94.918365	LEAST
5	1	161	1	2	5	8113	1500	216	46	93.544662	100,000
5	1	161	1	2	6	8393	1500	147	40	93.544662	AMPS
5	1	161	1	2	7	8603	1499	375	41	93.357933	SYMMETRICAL
5	1	161	1	2	8	9041	1500	66	39	84.390083	AT
5	1	161	1	2	9	9167	1500	99	40	84.390083	600
4	1	161	1	3	0	7305	1555	1960	41	-1	
5	1	161	1	3	1	7305	1556	165	40	95.014305	VOLTS
5	1	161	1	3	2	7542	1556	144	40	92.005402	WHEN
5	1	161	1	3	3	7762	1556	137	40	87.838654	USED
5	1	161	1	3	4	7973	1556	117	39	87.838654	WITH
5	1	161	1	3	5	8166	1555	170	41	89.702583	CLASS
5	1	161	1	3	6	8409	1556	103	40	0.000000	RKS-
5	1	161	1	3	7	8585	1556	114	40	84.278954	TIME
5	1	161	1	3	8	8772	1556	172	40	84.278954	DELAY
5	1	161	1	3	9	9013	1556	252	40	95.635750	CURRENT
4	1	161	1	4	0	7305	1612	1961	47	-1	
5	1	161	1	4	1	7305	1612	216	41	96.327362	LIMITING
5	1	161	1	4	2	7569	1612	183	47	96.106926	FUSES,
5	1	161	1	4	3	7803	1612	105	40	94.324852	AND
5	1	161	1	4	4	7958	1612	223	40	95.327271	200.000
5	1	161	1	4	5	8229	1612	147	40	95.896133	AMPS
5	1	161	1	4	6	8423	1612	375	41	95.803772	SYMMETRICAL
5	1	161	1	4	7	8845	1612	65	40	95.803772	AT
5	1	161	1	4	8	8955	1612	99	40	95.207497	600
5	1	161	1	4	9	9101	1612	165	40	95.909294	VOLTS
4	1	161	1	5	0	7305	1668	1402	41	-1	
5	1	161	1	5	1	7305	1668	143	40	95.698463	WHEN
5	1	161	1	5	2	7494	1668	136	40	95.698463	USED
5	1	161	1	5	3	7675	1668	116	40	91.977547	WITH
5	1	161	1	5	4	7837	1668	86	40	86.814499	RK1
5	1	161	1	5	5	7974	1668	252	41	96.301689	CURRENT
5	1	161	1	5	6	8265	1668	217	40	94.984406	LIMITING
5	1	161	1	5	7	8524	1668	183	40	91.014481	FUSES.
2	1	162	0	0	0	7230	1743	2035	41	-1	
3	1	162	1	0	0	7230	1743	2035	41	-1	
4	1	162	1	1	0	7230	1743	2035	41	-1	
5	1	162	1	1	1	7230	1743	43	40	91.085999	D.
5	1	162	1	1	2	7305	1743	218	40	90.634903	GUARDS
5	1	162	1	1	3	7570	1765	33	2	90.978500	—
5	1	162	1	1	4	7653	1743	109	40	96.068985	LINE
5	1	162	1	1	5	7809	1743	181	40	95.906815	SHIELD
5	1	162	1	1	6	8037	1743	219	40	95.258858	GUARDS
5	1	162	1	1	7	8302	1743	63	40	95.258858	TO
5	1	162	1	1	8	8411	1743	245	40	96.279007	PREVENT
5	1	162	1	1	9	8699	1743	252	41	94.632790	CONTACT
5	1	162	1	1	10	8994	1743	116	40	92.251907	WITH
5	1	162	1	1	11	9160	1743	105	40	92.251907	LIVE
2	1	163	0	0	0	8050	669	1216	47	-1	
3	1	163	1	0	0	8050	669	1216	47	-1	
4	1	163	1	1	0	8050	669	1216	47	-1	
5	1	163	1	1	1	8050	669	78	47	95.679993	GE,
5	1	163	1	1	2	8191	669	217	43	92.927139	SQUARE
5	1	163	1	1	3	8468	669	27	40	92.807648	D
5	1	163	1	1	4	8557	669	130	40	93.501129	TYPE
5	1	163	1	1	5	8748	669	83	47	92.332230	QC,
5	1	163	1	1	6	8894	669	242	47	88.839714	SEIMENS,
5	1	163	1	1	7	9199	669	67	40	96.386200	OR
2	1	164	0	0	0	7230	1800	2036	321	-1	
3	1	164	1	0	0	7305	1800	187	40	-1	
4	1	164	1	1	0	7305	1800	187	40	-1	
5	1	164	1	1	1	7305	1800	187	40	96.028824	PARTS.
3	1	164	2	0	0	7230	1874	2035	97	-1	
4	1	164	2	1	0	7230	1874	2035	41	-1	
5	1	164	2	1	1	7230	1875	39	40	89.160240	E.
5	1	164	2	1	2	7305	1874	284	41	85.631348	CONTACTS
5	1	164	2	1	3	7681	1896	33	3	71.742844	—
5	1	164	2	1	4	7809	1875	178	40	72.510056	SILVER
5	1	164	2	1	5	8080	1875	180	40	72.510056	ALLOY:
5	1	164	2	1	6	8364	1874	190	41	91.679123	SWITCH
5	1	164	2	1	7	8648	1875	206	40	67.193016	BLADES
5	1	164	2	1	8	8945	1875	168	40	56.687485	SHALL
5	1	164	2	1	9	9203	1875	62	40	94.562401	BE
4	1	164	2	2	0	7305	1930	966	41	-1	
5	1	164	2	2	1	7305	1930	411	41	56.990971	DE—ENERGIZED
5	1	164	2	2	2	7760	1931	42	39	96.178360	IN
5	1	164	2	2	3	7847	1931	139	40	96.382156	OPEN
5	1	164	2	2	4	8031	1931	240	40	96.267876	POSITION
3	1	164	3	0	0	7230	2006	861	40	-1	
4	1	164	3	1	0	7230	2006	861	40	-1	
5	1	164	3	1	1	7230	2006	37	39	85.536133	F.
5	1	164	3	1	2	7305	2006	134	40	92.824844	LUGS
5	1	164	3	1	3	7482	2027	34	3	91.790291	—
5	1	164	3	1	4	7562	2006	342	40	90.425743	SOLDERLESS
5	1	164	3	1	5	7946	2006	145	40	96.388901	TYPE.
3	1	164	4	0	0	7230	2080	2036	41	-1	
4	1	164	4	1	0	7230	2080	2036	41	-1	
5	1	164	4	1	1	7230	2080	43	41	89.425201	G.
5	1	164	4	1	2	7305	2080	284	41	91.533257	REJECTION
5	1	164	4	1	3	7671	2081	133	40	91.859581	FUSE
5	1	164	4	1	4	7882	2081	148	40	84.765320	CLIPS
5	1	164	4	1	5	8108	2102	34	3	70.126396	—
5	1	164	4	1	6	8224	2081	227	40	95.616684	PROVIDE
5	1	164	4	1	7	8530	2081	99	40	38.468063	FOR
5	1	164	4	1	8	8709	2081	215	40	69.033951	FUSIBLE
5	1	164	4	1	9	9003	2080	263	41	96.122421	SWITCHES
2	1	165	0	0	0	7305	2138	1960	103	-1	
3	1	165	1	0	0	7305	2138	1960	103	-1	
4	1	165	1	1	0	7305	2138	1960	58	-1	
5	1	165	1	1	1	7305	2138	304	58	33.898853	(30-—600A)
5	1	165	1	1	2	7656	2144	63	40	96.785820	TO
5	1	165	1	1	3	7763	2144	245	40	96.023216	PREVENT
5	1	165	1	1	4	8050	2144	374	40	95.177841	INSTALLATION
5	1	165	1	1	5	8472	2144	64	40	96.751595	OF
5	1	165	1	1	6	8580	2144	170	40	92.762436	CLASS
5	1	165	1	1	7	8795	2145	27	39	92.762436	H
5	1	165	1	1	8	8871	2144	106	40	96.724396	AND
5	1	165	1	1	9	9023	2144	171	40	90.872581	CLASS
5	1	165	1	1	10	9238	2145	27	39	90.817680	K
4	1	165	1	2	0	7305	2201	896	40	-1	
5	1	165	1	2	1	7305	2201	416	40	58.806629	NON—CURRENT
5	1	165	1	2	2	7760	2201	217	40	95.858315	LIMITING
5	1	165	1	2	3	8019	2201	182	40	87.472336	FUSES.
2	1	166	0	0	0	7230	2276	2036	97	-1	
3	1	166	1	0	0	7230	2276	2036	97	-1	
4	1	166	1	1	0	7230	2276	2036	47	-1	
5	1	166	1	1	1	7230	2277	44	39	90.831421	H.
5	1	166	1	1	2	7305	2276	350	40	91.529358	ACCEPTABLE
5	1	166	1	1	3	7708	2276	178	40	91.529358	MFGRS
5	1	166	1	1	4	7939	2298	34	2	86.041397	—
5	1	166	1	1	5	8030	2276	245	40	94.694473	GENERAL
5	1	166	1	1	6	8327	2276	263	47	95.826981	ELECTRIC,
5	1	166	1	1	7	8647	2276	216	43	92.428200	SQUARE
5	1	166	1	1	8	8916	2276	28	40	91.956673	D
5	1	166	1	1	9	8999	2276	130	40	95.689476	TYPE
5	1	166	1	1	10	9183	2276	83	47	92.775024	QC,
4	1	166	1	2	0	7305	2333	241	40	-1	
5	1	166	1	2	1	7305	2333	241	40	88.313896	SIEMENS.
2	1	167	0	0	0	7230	2407	2036	212	-1	
3	1	167	1	0	0	7230	2407	2036	212	-1	
4	1	167	1	1	0	7230	2407	2036	47	-1	
5	1	167	1	1	1	7230	2408	19	39	60.689911	|
5	1	167	1	1	2	7305	2408	62	40	93.235085	UL
5	1	167	1	1	3	7432	2407	170	41	89.162651	CLASS
5	1	167	1	1	4	7669	2408	109	46	87.621704	RK1,
5	1	167	1	1	5	7848	2408	99	40	92.038467	250
5	1	167	1	1	6	8013	2408	132	40	92.038467	VOLT
5	1	167	1	1	7	8208	2408	67	40	93.076874	OR
5	1	167	1	1	8	8343	2408	99	40	93.076874	600
5	1	167	1	1	9	8508	2408	132	40	93.166298	VOLT
5	1	167	1	1	10	8703	2408	67	40	94.137566	AS
5	1	167	1	1	11	8836	2408	263	43	86.525543	REQUIRED
5	1	167	1	1	12	9167	2408	99	40	89.876198	FOR
4	1	167	1	2	0	7305	2463	1961	48	-1	
5	1	167	1	2	1	7305	2464	204	40	96.492500	SYSTEM
5	1	167	1	2	2	7560	2463	254	48	93.646996	VOLTAGE,
5	1	167	1	2	3	7865	2464	139	40	95.600357	DUAL
5	1	167	1	2	4	8050	2464	253	47	94.988937	ELEMENT,
5	1	167	1	2	5	8354	2464	114	40	95.320587	TIME
5	1	167	1	2	6	8515	2464	172	40	93.011192	DELAY
5	1	167	1	2	7	8731	2464	535	47	75.740318	CURRENT—LIMITING,
4	1	167	1	3	0	7305	2520	1961	47	-1	
5	1	167	1	3	1	7305	2520	224	47	88.545441	200,000
5	1	167	1	3	2	7607	2520	96	47	90.462166	AIC,
5	1	167	1	3	3	7785	2520	216	40	90.070473	AMPERE
5	1	167	1	3	4	8079	2520	227	40	61.186424	RATINGS
5	1	167	1	3	5	8384	2520	67	40	61.186424	AS
5	1	167	1	3	6	8458	2516	32	62	18.558035	_—
5	1	167	1	3	7	8528	2520	292	40	93.463326	INDICATED.
5	1	167	1	3	8	8971	2520	111	40	88.820061	SIZE
5	1	167	1	3	9	9160	2520	106	40	49.555779	AND
4	1	167	1	4	0	7305	2576	1325	43	-1	
5	1	167	1	4	1	7305	2576	266	43	95.840584	QUANTITY
5	1	167	1	4	2	7610	2576	67	40	94.816681	AS
5	1	167	1	4	3	7719	2576	276	41	94.816681	INDICATED
5	1	167	1	4	4	8039	2576	66	40	96.871193	ON
5	1	167	1	4	5	8151	2576	181	40	95.397209	POWER
5	1	167	1	4	6	8376	2576	254	40	95.889709	DIAGRAM.
2	1	168	0	0	0	7155	2651	1636	116	-1	
3	1	168	1	0	0	7155	2651	1636	116	-1	
4	1	168	1	1	0	7155	2651	891	40	-1	
5	1	168	1	1	1	7155	2651	141	40	92.383514	PART
5	1	168	1	1	2	7335	2651	70	40	92.658012	14.
5	1	168	1	1	3	7455	2651	175	40	95.382065	SURGE
5	1	168	1	1	4	7672	2651	374	40	95.293633	SUPPRESSION
4	1	168	1	2	0	7230	2726	1561	41	-1	
5	1	168	1	2	1	7230	2727	44	39	94.085732	A.
5	1	168	1	2	2	7305	2726	288	41	96.435196	PRODUCTS
5	1	168	1	2	3	7635	2726	168	40	95.851669	SHALL
5	1	168	1	2	4	7844	2726	63	40	95.851669	BE
5	1	168	1	2	5	7949	2726	292	40	96.634590	MOTOROLA
5	1	168	1	2	6	8283	2726	146	40	59.342743	K-56
5	1	168	1	2	7	8472	2726	319	41	95.444519	COMPLIANT.
2	1	169	0	0	0	7230	2802	1919	58	-1	
3	1	169	1	0	0	7230	2802	1919	58	-1	
4	1	169	1	1	0	7230	2802	1919	58	-1	
5	1	169	1	1	1	7230	2808	43	40	93.036301	B.
5	1	169	1	1	2	7305	2808	299	40	96.190804	FURNISHED
5	1	169	1	1	3	7647	2808	69	40	93.246689	BY
5	1	169	1	1	4	7755	2802	425	58	90.756424	OWNER/CLIENT.
5	1	169	1	1	5	8226	2808	283	40	96.194176	INSTALLED
5	1	169	1	1	6	8553	2808	68	40	96.003777	BY
5	1	169	1	1	7	8660	2808	489	41	96.017990	SUBCONTRACTOR.
2	1	170	0	0	0	7305	2884	1734	97	-1	
3	1	170	1	0	0	7305	2884	1734	97	-1	
4	1	170	1	1	0	7305	2884	1734	41	-1	
5	1	170	1	1	1	7305	2884	313	41	95.656715	GROUNDING
5	1	170	1	1	2	7660	2884	204	40	95.656715	SYSTEM
5	1	170	1	1	3	7910	2884	99	40	96.127014	FOR
5	1	170	1	1	4	8053	2884	138	41	96.184181	EACH
5	1	170	1	1	5	8237	2884	107	40	95.601982	SITE
5	1	170	1	1	6	8387	2884	168	40	95.565369	SHALL
5	1	170	1	1	7	8596	2884	62	40	95.394669	BE
5	1	170	1	1	8	8702	2884	194	40	95.394669	TESTED
5	1	170	1	1	9	8940	2884	99	40	96.684143	FOR
4	1	170	1	2	0	7305	2940	220	41	-1	
5	1	170	1	2	1	7305	2940	220	41	96.244751	GROUND
2	1	171	0	0	0	7305	3015	1939	386	-1	
3	1	171	1	0	0	7305	3015	1939	386	-1	
4	1	171	1	1	0	7305	3015	1939	41	-1	
5	1	171	1	1	1	7305	3015	330	41	94.577766	RESISTANCE
5	1	171	1	1	2	7678	3016	64	40	96.122025	OF
5	1	171	1	1	3	7784	3016	26	40	76.521721	5S
5	1	171	1	1	4	7853	3016	149	40	96.040459	OHMS
5	1	171	1	1	5	8044	3016	67	40	96.616898	OR
5	1	171	1	1	6	8155	3016	127	40	91.939697	LESS
5	1	171	1	1	7	8325	3050	5	5	90.444267	.
5	1	171	1	1	8	8410	3016	104	40	95.879448	ONE
5	1	171	1	1	9	8556	3016	65	40	95.494003	OF
5	1	171	1	1	10	8662	3016	168	40	96.450783	THREE
5	1	171	1	1	11	8873	3016	161	40	96.397980	TESTS
5	1	171	1	1	12	9076	3016	168	40	94.610573	SHALL
4	1	171	1	2	0	7305	3072	1929	46	-1	
5	1	171	1	2	1	7305	3072	62	40	90.795410	BE
5	1	171	1	2	2	7410	3072	347	40	60.310249	USED-—IEEE
5	1	171	1	2	3	7799	3072	588	40	36.009575	FALL—OF-POTENTIAL
5	1	171	1	2	4	8428	3072	140	46	95.755989	TEST,
5	1	171	1	2	5	8614	3072	288	40	95.917717	APPROVED
5	1	171	1	2	6	8946	3072	177	40	83.540276	CLAMP
5	1	171	1	2	7	9167	3072	67	40	83.540276	ON
4	1	171	1	3	0	7305	3129	1846	58	-1	
5	1	171	1	3	1	7305	3135	140	47	96.544334	TEST,
5	1	171	1	3	2	7490	3135	67	40	96.748375	OR
5	1	171	1	3	3	7601	3135	188	40	95.732071	DIRECT
5	1	171	1	3	4	7828	3135	215	40	93.132233	METHOD
5	1	171	1	3	5	8087	3129	470	58	33.678276	(TWO-—TERMINAL)
5	1	171	1	3	6	8602	3129	366	47	51.394127	“CONTINUITY”
5	1	171	1	3	7	9012	3135	139	40	94.574791	TEST.
4	1	171	1	4	0	7305	3192	1859	40	-1	
5	1	171	1	4	1	7305	3192	587	40	29.479208	FALL—OF-—POTENTIAL
5	1	171	1	4	2	7934	3192	128	40	96.335625	TEST
5	1	171	1	4	3	8101	3192	42	40	94.830338	IS
5	1	171	1	4	4	8185	3192	311	40	96.008133	PREFERRED
5	1	171	1	4	5	8541	3192	216	40	96.252068	TESTING
5	1	171	1	4	6	8799	3192	215	40	95.311340	METHOD
5	1	171	1	4	7	9059	3192	105	40	95.606140	AND
4	1	171	1	5	0	7305	3248	1918	41	-1	
5	1	171	1	5	1	7305	3249	168	40	96.082939	SHALL
5	1	171	1	5	2	7514	3249	62	40	95.708664	BE
5	1	171	1	5	3	7619	3249	136	40	94.747505	USED
5	1	171	1	5	4	7799	3249	287	40	94.747505	WHENEVER
5	1	171	1	5	5	8130	3249	269	40	92.658058	POSSIBLE.
5	1	171	1	5	6	8480	3249	109	39	92.658058	ANY
5	1	171	1	5	7	8628	3248	220	41	94.882095	GROUND
5	1	171	1	5	8	8892	3248	331	41	94.882095	RESISTANCE
4	1	171	1	6	0	7305	3304	1900	41	-1	
5	1	171	1	6	1	7305	3305	64	40	96.083939	OF
5	1	171	1	6	2	7410	3304	242	41	96.300545	GREATER
5	1	171	1	6	3	7696	3305	138	39	94.878113	THAN
5	1	171	1	6	4	7880	3305	27	40	95.344307	5
5	1	171	1	6	5	7949	3305	149	40	94.497643	OHMS
5	1	171	1	6	6	8140	3305	104	40	95.788712	BUT
5	1	171	1	6	7	8283	3305	128	40	94.992180	LESS
5	1	171	1	6	8	8453	3305	138	39	94.992180	THAN
5	1	171	1	6	9	8637	3305	63	40	96.061058	25
5	1	171	1	6	10	8742	3305	149	40	95.542961	OHMS
5	1	171	1	6	11	8933	3305	168	40	92.797516	SHALL
5	1	171	1	6	12	9142	3305	63	40	96.828041	BE
4	1	171	1	7	0	7305	3361	1650	40	-1	
5	1	171	1	7	1	7305	3361	259	40	95.829704	REVIEWED
5	1	171	1	7	2	7608	3361	68	40	94.978600	BY
5	1	171	1	7	3	7750	3361	105	40	93.189903	AND
5	1	171	1	7	4	7899	3361	42	40	91.101326	IS
5	1	171	1	7	5	7983	3361	240	40	96.006134	SUBJECT
5	1	171	1	7	6	8262	3361	63	40	95.884148	TO
5	1	171	1	7	7	8367	3361	149	40	95.884148	FINAL
5	1	171	1	7	8	8557	3361	289	40	96.296661	APPROVAL
5	1	171	1	7	9	8887	3361	68	40	96.105148	BY
2	1	172	0	0	0	7155	3418	1450	123	-1	
3	1	172	1	0	0	7155	3418	1450	123	-1	
4	1	172	1	1	0	7305	3418	1300	59	-1	
5	1	172	1	1	1	7305	3418	414	59	91.572983	OWNER/CLIENT
5	1	172	1	1	2	7758	3425	67	40	93.931213	ON
5	1	172	1	1	3	7871	3425	30	39	93.931213	A
5	1	172	1	1	4	7944	3425	450	40	56.785080	CASE-BY-CASE
5	1	172	1	1	5	8437	3425	168	40	96.025665	BASIS.
4	1	172	1	2	0	7155	3500	972	41	-1	
5	1	172	1	2	1	7155	3500	141	40	92.757820	PART
5	1	172	1	2	2	7335	3500	70	40	95.297791	15.
5	1	172	1	2	3	7455	3500	313	41	92.441574	GROUNDING
5	1	172	1	2	4	7810	3501	38	39	91.889404	&
5	1	172	1	2	5	7890	3500	237	40	96.386772	BONDING
2	1	173	0	0	0	7155	3575	2111	266	-1	
3	1	173	1	0	0	7155	3575	2045	115	-1	
4	1	173	1	1	0	7155	3575	2045	47	-1	
5	1	173	1	1	1	7155	3575	93	40	86.319672	15.1
5	1	173	1	1	2	7305	3575	175	40	86.319672	CODES
5	1	173	1	1	3	7523	3575	106	40	96.273628	AND
5	1	173	1	1	4	7672	3575	371	40	93.293678	REGULATIONS
5	1	173	1	1	5	8085	3597	34	2	92.155312	—
5	1	173	1	1	6	8165	3575	95	40	90.151703	SEE
5	1	173	1	1	7	8303	3575	113	47	28.814491	T-1,
5	1	173	1	1	8	8462	3575	175	41	96.517715	CODES
5	1	173	1	1	9	8680	3575	106	40	96.132751	AND
5	1	173	1	1	10	8830	3575	370	41	95.792976	REGULATIONS
4	1	173	1	2	0	7230	3650	1466	40	-1	
5	1	173	1	2	1	7230	3651	44	39	94.934135	A.
5	1	173	1	2	2	7321	3650	145	40	95.086662	MOST
5	1	173	1	2	3	7505	3650	287	40	94.052551	RELEVANT:
5	1	173	1	2	4	7847	3650	292	40	91.601059	MOTOROLA
5	1	173	1	2	5	8181	3650	146	40	50.789486	R-56
5	1	173	1	2	6	8371	3650	325	40	96.188049	STANDARDS
3	1	173	2	0	0	7155	3725	2111	116	-1	
4	1	173	2	1	0	7155	3725	394	40	-1	
5	1	173	2	1	1	7155	3725	109	40	89.236015	15.2
5	1	173	2	1	2	7305	3725	244	40	94.161407	GENERAL
4	1	173	2	2	0	7230	3800	2036	41	-1	
5	1	173	2	2	1	7230	3801	44	39	96.429451	A.
5	1	173	2	2	2	7305	3800	313	41	96.429413	GROUNDING
5	1	173	2	2	3	7750	3800	252	40	73.548691	NETWORK
5	1	173	2	2	4	8137	3800	204	40	96.023247	SYSTEM
5	1	173	2	2	5	8477	3800	168	40	95.729179	SHALL
5	1	173	2	2	6	8777	3800	286	40	95.442558	ESTABLISH
5	1	173	2	2	7	9200	3801	66	39	96.904144	AN
2	1	174	0	0	0	7305	3856	1961	266	-1	
3	1	174	1	0	0	7305	3856	1961	266	-1	
4	1	174	1	1	0	7305	3856	1961	41	-1	
5	1	174	1	1	1	7305	3856	559	41	48.846973	EARTH-RESISTANCE
5	1	174	1	1	2	7946	3857	62	40	90.572227	TO
5	1	174	1	1	3	8089	3857	311	40	91.270767	REFERENCE
5	1	174	1	1	4	8481	3856	221	41	54.514065	GROUND
5	1	174	1	1	5	8784	3857	158	40	90.333916	POINT
5	1	174	1	1	6	9019	3857	106	40	57.271099	NOT
5	1	174	1	1	7	9203	3857	63	40	88.657959	TO
4	1	174	1	2	0	7305	3912	1961	48	-1	
5	1	174	1	2	1	7305	3913	202	40	91.781944	EXCEED
5	1	174	1	2	2	7587	3913	27	40	0.000000	5S
5	1	174	1	2	3	7692	3913	148	40	91.819901	OHMS
5	1	174	1	2	4	7918	3913	99	40	47.524677	FOR
5	1	174	1	2	5	8096	3912	242	41	92.746231	BUILDING
5	1	174	1	2	6	8416	3913	206	40	44.001076	UNLESS)
5	1	174	1	2	7	8699	3913	301	40	78.062004	OTHERWISE
5	1	174	1	2	8	9078	3913	188	47	94.472832	NOTED,
4	1	174	1	3	0	7305	3969	1960	41	-1	
5	1	174	1	3	1	7305	3969	316	41	81.034882	CONSISTING
5	1	174	1	3	2	7694	3969	65	40	84.711845	OF
5	1	174	1	3	3	7831	3969	236	41	81.243507	BONDING
5	1	174	1	3	4	8140	3969	64	40	81.243507	OF
5	1	174	1	3	5	8276	3969	316	41	94.215622	STRUCTURE
5	1	174	1	3	6	8666	3969	106	40	44.077728	AND
5	1	174	1	3	7	8847	3969	172	40	58.983437	OTHER
5	1	174	1	3	8	9094	3969	171	40	95.702759	METAL
4	1	174	1	4	0	7305	4021	1961	62	-1	
5	1	174	1	4	1	7305	4025	236	40	95.414886	OBJECTS
5	1	174	1	4	2	7711	4021	281	62	96.593658	INCLUDING
5	1	174	1	4	3	8163	4025	313	41	96.251625	GROUNDING
5	1	174	1	4	4	8646	4025	344	41	96.613365	ELECTRODES
5	1	174	1	4	5	9160	4025	106	40	96.282890	AND
4	1	174	1	5	0	7305	4081	921	41	-1	
5	1	174	1	5	1	7305	4081	499	41	89.914513	INTERCONNECTING
5	1	174	1	5	2	7846	4081	380	41	96.109901	CONDUCTORS.
2	1	175	0	0	0	7268	4156	1878	209	-1	
3	1	175	1	0	0	7268	4156	1878	209	-1	
4	1	175	1	1	0	7268	4156	1878	41	-1	
5	1	175	1	1	1	7268	4157	68	39	25.493523	A.1
5	1	175	1	1	2	7455	4156	474	41	96.039078	SUBCONTRACTOR
5	1	175	1	1	3	7972	4157	169	40	96.062813	SHALL
5	1	175	1	1	4	8182	4157	184	40	96.062813	VERIFY
5	1	175	1	1	5	8405	4157	116	39	77.943878	WITH
5	1	175	1	1	6	8602	4157	137	39	77.943878	THAT
5	1	175	1	1	7	8778	4157	93	40	94.432251	ALL
5	1	175	1	1	8	8912	4157	234	40	94.432251	CONDUIT
4	1	175	1	2	0	7380	4213	1607	46	-1	
5	1	175	1	2	1	7380	4213	257	46	95.953972	SYSTEMS,
5	1	175	1	2	2	7683	4213	319	46	95.984299	EQUIPMENT,
5	1	175	1	2	3	8047	4213	235	46	95.871117	DEVICES,
5	1	175	1	2	4	8328	4213	222	46	96.376961	PANELS,
5	1	175	1	2	5	8596	4213	159	46	94.446426	LINES,
5	1	175	1	2	6	8802	4213	185	46	96.101837	TRAYS,
4	1	175	1	3	0	7380	4269	1577	47	-1	
5	1	175	1	3	1	7380	4269	240	47	96.500748	BRIDGES,
5	1	175	1	3	2	7665	4269	333	47	95.831787	PLATFORMS,
5	1	175	1	3	3	8044	4269	106	40	96.591782	AND
5	1	175	1	3	4	8194	4270	93	39	96.225800	ALL
5	1	175	1	3	5	8328	4269	151	40	95.007782	ITEMS
5	1	175	1	3	6	8521	4269	102	40	96.573235	ARE
5	1	175	1	3	7	8665	4269	292	40	96.567299	GROUNDED
4	1	175	1	4	0	7380	4325	294	40	-1	
5	1	175	1	4	1	7380	4325	294	40	96.452164	PROPERLY.
2	1	176	0	0	0	7380	4400	1832	212	-1	
3	1	176	1	0	0	7380	4400	1832	212	-1	
4	1	176	1	1	0	7455	4400	1696	41	-1	
5	1	176	1	1	1	7455	4400	313	41	95.925598	GROUNDING
5	1	176	1	1	2	7810	4400	252	40	94.817177	NETWORK
5	1	176	1	1	3	8106	4400	205	40	96.471687	SYSTEM
5	1	176	1	1	4	8356	4400	168	40	94.127213	SHALL
5	1	176	1	1	5	8565	4400	224	41	94.127213	INCLUDE
5	1	176	1	1	6	8831	4400	320	41	95.977928	ELECTRICAL
4	1	176	1	2	0	7380	4456	1740	47	-1	
5	1	176	1	2	1	7380	4456	316	47	91.773949	TRENCHING,
5	1	176	1	2	2	7742	4457	141	40	95.656364	BACK
5	1	176	1	2	3	7928	4457	100	40	95.917824	FILL
5	1	176	1	2	4	8069	4457	106	40	96.280441	AND
5	1	176	1	2	5	8219	4457	365	46	96.197372	COMPACTION,
5	1	176	1	2	6	8630	4456	313	41	94.617584	GROUNDING
5	1	176	1	2	7	8985	4457	135	46	96.758881	WIRE,
4	1	176	1	3	0	7380	4512	1832	41	-1	
5	1	176	1	3	1	7380	4512	313	41	96.008919	GROUNDING
5	1	176	1	3	2	7735	4513	344	40	95.393745	ELECTRODES
5	1	176	1	3	3	8121	4513	106	40	96.012810	AND
5	1	176	1	3	4	8271	4513	93	40	96.130463	ALL
5	1	176	1	3	5	8405	4513	323	40	96.269218	NECESSARY
5	1	176	1	3	6	8767	4513	297	40	95.941139	MATERIALS
5	1	176	1	3	7	9107	4513	105	40	95.941139	AND
4	1	176	1	4	0	7380	4569	1484	43	-1	
5	1	176	1	4	1	7380	4569	174	40	96.036949	LABOR
5	1	176	1	4	2	7597	4569	264	43	95.265717	REQUIRED
5	1	176	1	4	3	7905	4569	63	40	96.134163	TO
5	1	176	1	4	4	8010	4569	279	41	95.880615	COMPLETE
5	1	176	1	4	5	8331	4569	267	40	95.504677	SPECIFIED
5	1	176	1	4	6	8642	4569	222	40	95.504677	SYSTEM.
2	1	177	0	0	0	7305	4644	216	41	-1	
3	1	177	1	0	0	7305	4644	216	41	-1	
4	1	177	1	1	0	7305	4644	216	41	-1	
5	1	177	1	1	1	7305	4644	216	41	95.304848	TESTING
2	1	178	0	0	0	7305	4720	1961	401	-1	
3	1	178	1	0	0	7305	4720	1961	401	-1	
4	1	178	1	1	0	7305	4720	1960	47	-1	
5	1	178	1	1	1	7305	4726	175	40	51.819107	|.E.£.£.
5	1	178	1	1	2	7528	4726	1161	41	31.063103	FALL—OF—-POTENTIAL—TESTS——CONDUCT
5	1	178	1	1	3	8731	4727	30	39	90.267044	A
5	1	178	1	1	4	8806	4720	288	46	56.372395	”3—POINT”
5	1	178	1	1	5	9140	4726	125	40	96.123123	FALL
4	1	178	1	2	0	7305	4783	1961	52	-1	
5	1	178	1	2	1	7305	4783	64	40	95.828537	OF
5	1	178	1	2	2	7411	4783	291	40	96.158577	POTENTIAL
5	1	178	1	2	3	7744	4783	220	40	95.255577	GROUND
5	1	178	1	2	4	8009	4783	128	40	95.781609	TEST
5	1	178	1	2	5	8178	4783	116	40	92.086754	WITH
5	1	178	1	2	6	8341	4783	144	41	91.543060	AEMC
5	1	178	1	2	7	8529	4783	177	40	94.995621	MODEL
5	1	178	1	2	8	8748	4783	168	52	94.698341	#4500
5	1	178	1	2	9	8959	4783	195	40	96.222862	TESTER
5	1	178	1	2	10	9199	4783	67	40	96.413116	OR
4	1	178	1	3	0	7305	4840	1961	59	-1	
5	1	178	1	3	1	7305	4847	332	43	96.009750	EQUIVALENT
5	1	178	1	3	2	7678	4847	215	40	96.085403	METHOD
5	1	178	1	3	3	7939	4847	65	40	96.133850	OF
5	1	178	1	3	4	8047	4847	158	40	95.668610	USING
5	1	178	1	3	5	8250	4847	105	40	95.107513	TWO
5	1	178	1	3	6	8400	4847	280	40	96.448845	AUXILIARY
5	1	178	1	3	7	8721	4847	221	40	96.688713	GROUND
5	1	178	1	3	8	8988	4847	142	40	96.058487	RODS
5	1	178	1	3	9	9174	4840	92	59	96.058487	(AS
4	1	178	1	4	0	7305	4904	1960	59	-1	
5	1	178	1	4	1	7305	4911	295	40	94.619469	DESCRIBED
5	1	178	1	4	2	7645	4912	42	39	91.949303	IN
5	1	178	1	4	3	7735	4911	175	40	72.858528	|.E.E.E.
5	1	178	1	4	4	7958	4911	288	40	95.901924	STANDARD
5	1	178	1	4	5	8292	4911	80	52	89.614471	#81
5	1	178	1	4	6	8425	4932	34	3	89.614471	—
5	1	178	1	4	7	8507	4911	142	47	96.729134	1983,
5	1	178	1	4	8	8696	4911	141	40	95.210007	PART
5	1	178	1	4	9	8878	4904	59	59	95.210007	1).
5	1	178	1	4	10	8985	4911	280	40	96.554512	AUXILIARY
4	1	178	1	5	0	7305	4968	1961	40	-1	
5	1	178	1	5	1	7305	4968	128	40	93.227585	TEST
5	1	178	1	5	2	7488	4968	142	40	95.477112	RODS
5	1	178	1	5	3	7687	4968	145	40	95.643677	MUST
5	1	178	1	5	4	7887	4968	62	40	88.969421	BE
5	1	178	1	5	5	8007	4968	372	40	88.969421	SUFFICIENTLY
5	1	178	1	5	6	8434	4968	99	40	95.086243	FAR
5	1	178	1	5	7	8592	4969	152	39	95.086243	AWAY
5	1	178	1	5	8	8798	4968	140	40	96.273834	FROM
5	1	178	1	5	9	9000	4968	141	40	52.597054	RODS
5	1	178	1	5	10	9199	4968	67	40	84.929565	SO
4	1	178	1	6	0	7305	5024	1960	41	-1	
5	1	178	1	6	1	7305	5024	137	40	96.619972	THAT
5	1	178	1	6	2	7484	5024	229	40	95.437370	REGIONS
5	1	178	1	6	3	7758	5025	41	39	83.310722	IN
5	1	178	1	6	4	7848	5024	161	40	83.310722	WHICH
5	1	178	1	6	5	8057	5024	147	40	91.930412	THEIR
5	1	178	1	6	6	8250	5024	331	41	91.930412	RESISTANCE
5	1	178	1	6	7	8626	5024	42	40	94.908775	IS
5	1	178	1	6	8	8712	5024	288	40	95.807297	LOCALIZED
5	1	178	1	6	9	9047	5024	68	40	95.604836	DO
5	1	178	1	6	10	9160	5024	105	40	96.634102	NOT
4	1	178	1	7	0	7305	5081	259	40	-1	
5	1	178	1	7	1	7305	5081	259	40	96.119026	OVERLAP.
2	1	179	0	0	0	7230	5155	2036	818	-1	
3	1	179	1	0	0	7230	5155	2036	210	-1	
4	1	179	1	1	0	7230	5155	2035	41	-1	
5	1	179	1	1	1	7230	5156	43	40	90.161819	B.
5	1	179	1	1	2	7305	5155	474	41	78.796143	SUBCONTRACTOR
5	1	179	1	1	3	7848	5156	168	40	78.697334	SHALL
5	1	179	1	1	4	8083	5156	184	40	92.836472	VERIFY
5	1	179	1	1	5	8332	5156	137	39	92.836472	THAT
5	1	179	1	1	6	8534	5156	204	40	90.605492	SYSTEM
5	1	179	1	1	7	8809	5156	42	40	19.467592	IS
5	1	179	1	1	8	8919	5156	346	40	91.084885	EFFECTIVELY
4	1	179	1	2	0	7305	5211	1961	48	-1	
5	1	179	1	2	1	7305	5211	307	48	94.923553	GROUNDED,
5	1	179	1	2	2	7685	5212	170	40	94.923553	MEETS
5	1	179	1	2	3	7924	5212	102	40	70.271797	NEC
5	1	179	1	2	4	8096	5212	216	40	90.928894	ARTICLE
5	1	179	1	2	5	8382	5212	98	40	90.928894	250
5	1	179	1	2	6	8549	5212	426	47	94.218468	REQUIREMENTS,
5	1	179	1	2	7	9048	5212	105	40	77.624077	AND
5	1	179	1	2	8	9224	5212	42	40	59.095375	IS
4	1	179	1	3	0	7305	5268	1961	41	-1	
5	1	179	1	3	1	7305	5268	350	40	94.018333	ACCEPTABLE
5	1	179	1	3	2	7725	5268	63	40	93.568817	TO
5	1	179	1	3	3	7857	5268	170	41	91.295151	LOCAL
5	1	179	1	3	4	8095	5268	193	40	88.159431	UTILITY
5	1	179	1	3	5	8354	5268	38	40	89.691071	&
5	1	179	1	3	6	8461	5268	170	40	92.514153	LOCAL
5	1	179	1	3	7	8699	5268	304	40	92.514153	AUTHORITY
5	1	179	1	3	8	9069	5268	197	41	94.298500	HAVING
4	1	179	1	4	0	7305	5324	375	41	-1	
5	1	179	1	4	1	7305	5324	375	41	94.673920	JURISDICTION.
3	1	179	2	0	0	7230	5399	2029	574	-1	
4	1	179	2	1	0	7230	5399	2013	40	-1	
5	1	179	2	1	1	7230	5399	43	40	86.585831	C.
5	1	179	2	1	2	7319	5399	283	40	96.382019	INSTALLED
5	1	179	2	1	3	7646	5399	204	40	95.801353	SYSTEM
5	1	179	2	1	4	7896	5399	168	40	94.244804	SHALL
5	1	179	2	1	5	8105	5399	225	40	96.184486	ACHIEVE
5	1	179	2	1	6	8372	5399	221	40	96.260742	GROUND
5	1	179	2	1	7	8637	5399	330	40	95.190849	RESISTANCE
5	1	179	2	1	8	9010	5399	64	40	95.775223	OF
5	1	179	2	1	9	9115	5399	128	40	95.775223	LESS
4	1	179	2	2	0	7305	5461	1870	41	-1	
5	1	179	2	2	1	7305	5462	138	39	92.427887	THAN
5	1	179	2	2	2	7489	5462	27	40	87.859528	S
5	1	179	2	2	3	7558	5462	163	40	93.877289	OHMS.
5	1	179	2	2	4	7767	5461	213	41	96.068703	RECORD
5	1	179	2	2	5	8024	5462	221	40	96.104362	GROUND
5	1	179	2	2	6	8289	5462	330	40	96.210930	RESISTANCE
5	1	179	2	2	7	8662	5462	129	40	96.587265	TEST
5	1	179	2	2	8	8830	5462	236	40	96.189667	RESULTS
5	1	179	2	2	9	9108	5462	67	40	96.601784	ON
4	1	179	2	3	0	7305	5525	1591	47	-1	
5	1	179	2	3	1	7305	5525	247	47	75.702583	GROUND
REGULATIONS, THE RULES AND REGULATIONS OF NFPA, NECA, AND UL, A. STRAIGHT—BLADE-—TYPE RECEPTACLES: COMPLY WITH NEMA WD 1,
® MOTOROLA SOLUTIONS
UNLESS OTHERWISE INDICATED. 11, PROHIBITED SHOCK APPROACH BOUNDARY (INCHES) NEMA WD 6, DSCC W—C—596G, AND UL 498. CONFIGURATION 5S— 20R
C, PROVIDE GROUNDING TO COMPLY WITH MOTOROLA R-—5S6 STANDARDS. PART 2. INSPECTIONS DUPLEX RECEPTACLE. HUBBELL HBL 5352 OR EQUAL BY PASS & 1303 EAST ALGONQUIN ROAD
D. UNLESS OTHERWISE INDICATED, SECURE AND PAY FOR REQUIRED A. INFORM OF INSPECTIONS 48 HOURS IN ADVANCE. ALL TICKETS AND SEYMOUR OR LEVITON. SCHAUMBURG, ILLINOIS 60196
without
PERMITS, LICENSES, INSPECTIONS, APPROVALS AND FEES FOR INSPECTION CERTIFICATES /VERIFICATIONS WILL BE SUBMITTED TO . GFCI RECEPTACLES: STRAIGHT BLADE, FEED-—THROUGH TYPE, GENERAL TELEPHONE: 847.576.5000
ELECTRICAL WORK. WORK SHALL CONFORM TO APPLICABLE CODES, WITHIN 24 HOURS AFTER INSPECTION HAS TAKEN PLACE. DUTY GRADE, WITH INTEGRAL NEMA WD 6, CONFIGURATION 5—20R WWW.MOTOROLASOLU TIONS.COM
format RULES AND REGULATIONS. DUPLEX RECEPTACLE; COMPLYING WITH UL 498 AND UL 943. DESIGN
. INSPECTIONS REQUIRED — AS PER LAWS AND REGULATIONS OF LOCAL
.THE DRAWINGS SHOW THE LOCATION AND GENERAL ARRANGEMENT OF UNITS FOR INSTALLATION IN A 2—3/4-INCH-— (70-MM—) DEEP OUTLET
AND/OR STATE AGENCIES HAVING JURISDICTION AT PROJECT SITE.
any EQUIPMENT, ELECTRICAL SYSTEMS AND RELATED ITEMS. THEY SHALL BE BOX WITHOUT AN ADAPTER. HUBBELL GF5352 OR EQUAL BY PASS &
FOLLOWED AS CLOSELY AS ELEMENTS OF THE CONSTRUCTION WILL C. INSPECTION AGENCY — APPROVED BY LOCAL AND/OR STATE AGENCIES
SEYMOUR OR LEVITON.
in PERMIT.
HAVING JURISDICTION AT PROJECT SITE.
. WALL SWITCHES: SINGLE AND DOUBLE-—POLE SWITCHES: COMPLY WITH
-EXAMINE THE DRAWINGS OF OTHER TRADES AND VERIFY THE
PART 3. ELECTRICAL SERVICE DSCC W-C-—896F AND UL 20. HUBBELL WIRING DEVICE, KELLEMS 1220
reproduced CONDITIONS GOVERNING THE WORK ON THE JOB SITE. ARRANGE WORK
ACCORDINGLY, PROVIDING SUCH FITTINGS, CONDUIT, JUNCTION BOXES A. ADWCOMM, INC WILL ORDER THE ELECTRIC SERVICE. SERIES OR EQUAL BY PASS & SEYMOUR OR LEVITON.
AND ACCESSORIES AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. B. SUBCONTRACTOR SHALL ARRANGE WITH UTILITY COMPANY AND WALL PLATES: PROVIDE STAINLESS STEEL WALL PLATES.
.
or G. COORDINATE ARRANGEMENT, MOUNTING AND SUPPORT OF ELECTRICAL LOCAL/GOVERNING JURISDICTION FOR TIMELY INSTALLATION OF COMMUNIGATIONS SERVIGES, ING
. WIRING DEVICE COLOR AS SELECTED BY ARCHITECT UNLESS OTHERWISE
EQUIPMENT WITH OTHER TRADES. TEMPORARY ELECTRIC SERVICE (IF REQUIRED) AND PERMANENT INDICATED OR REQUIRED BY NFPA 70. 14350 N. 87th ST., STE. 145
disclosed H. VISIT THE SITE, EXAMINE AND VERIFY THE CONDITIONS UNDER WHICH ELECTRIC SERVICES. COMPLY WITH AND COORDINATE ALL SCOTTSDALE, AZ 85260
CONNECT WIRING DEVICE GROUNDING TERMINAL TO OUTLET BOX WITH
THE WORK MUST BE CONDUCTED BEFORE SUBMITTING PROPOSAL. THE REQUIREMENTS OF UTILITY COMPANY. PHONE: 480.291.6824
BONDING JUMPER. USE OF QUICK GROUND STRAP OR SCREW IS NOT
SUBMITTING OF A PROPOSAL IMPLIES THAT THE SUBCONTRACTOR HAS
B.1) ARRANGE FOR INSPECTION OF ELECTRICAL SERVICE BY THE ACCEPTABLE.
used, VISITED THE SITE AND UNDERSTANDS THE CONDITIONS UNDER WHICH
THE WORK MUST BE CONDUCTED. NO ADDITIONAL CHARGES WILL BE LOCAL/GOVERNING JURISDICTION. OBTAIN CERTIFICATE OF RECEPTACLES: IDENTIFY PANELBOARD AND) CIRCUIT NUMBER FROM PE SEAL
be ALLOWED BECAUSE OF FAILURE TO MAKE THIS EXAMINATION OR TO INSPECTION. FURNISH COPY OF CERTIFICATE TO THE .
WHICH SERVED. USE ADHESIVE LABEL WITH BLACK FILLED LETTERING
INCLUDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK. LOCAL/GOVERNING JURISDICTION AND A COPY TO THE UTILITY
cannot ON FACE OF WALL PLATE, AND DURABLE WIRE MARKERS OR TAGS
COMPANY.
. BASE BIDS UPON MANUFACTURED EQUIPMENT SPECIFIED. VOLUNTARY INSIDE OUTLET BOXES.
It ALTERNATES MAY BE SUBMITTED FOR CONSIDERATION, WITH LISTED B.2. COORDINATE METER SOCKET REQUIREMENTS WITH THE
PART 8. ELECTRICAL IDENTIFICATION AND LABELING
ADDITION OR DEDUCTION TO THE BID. LOCAL/GOVERNING JURISDICTION AND ELECTRIC UTILITY.
project. -.PROVIDE WARRANTY THAT THE ELECTRICAL INSTALLATION IS FREE FROM C. PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED A. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL.
DEFECTS AND AGREES TO REPLACE OR REPAIR, TO THE OWNER’S TO MATCH UTILITY COMPANY’S AVAILABLE FAULT CURRENT. B. WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-—BOXES, EQUIPMENT
SATISFACTION, ANY PART OF THIS ELECTRICAL INSTALLATION WHICH BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
PART 4. EXECUTION
specific BECOMES DEFECTIVE WITHIN A PERIOD OF ONE YEAR FROM THE DATE
OF SUBSTANTIAL COMPLETION FOLLOWING FINAL ACCEPTANCE, PROVIDED A. ON ANY COLLOCATION SITE, SUBCONTRACTOR & ALL ASSIGNED SHALL C. BREAKERS IN LOAD CENTER SHALL BE IDENTIFIED WITH TYPE WRITTEN
a THAT SUCH FAILURE IS DUE TO DEFECTS IN THE EQUIPMENT, MATERIAL, NOT USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT LABELS NEATLY PLACED ALONG SIDE OF BREAKER.
on WORKMANSHIP OR FAILURE TO FOLLOW THE CONTRACT DOCUMENTS. BELONGING TO ANY OTHER AGENCY. FAILURE TO ADHERE WILL CAUSE D. NAME PLATES — THREE-LAYER LAMINATED PLASTIC) WITH MINIMUM
use K, FILE = =WITH THE = OWNER WARRANTIES = FROM THE = EQUIPMENT IMMEDIATE DISMISSAL OF SUBCONTRACTOR FROM PROJECT. 3/15” HIGH WHITE ENGRAVED CHARACTERS ON BLACK BACKGROUND
for MANUFACTURERS INCLUDING THE OPERATING CONDITIONS AND PULL BOXES — PROVIDE PULL BOXES AS INDICATED AND WHERE REQD. AND PUNCHED FOR MECHANICAL FASTENING.
.
PERFORMANCE CAPACITIES THEY ARE BASED ON.
BY CODES AND UTILITY COMPANIES. BOXES FOR GENERAL INDOOR USE E. WIRE TAGS — VINYL OR VINYL-CLOTH SELF-ADHESIVE WRAPAROUND
solely L. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY — TEMPORARY (DRY LOCATIONS) TO BE GALVANIZED CODE GAUGE STEEL TYPE INDICATING APPROPRIATE CIRCUIT NUMBER, ETC.
SERVICES INCLUDING EQUIPMENT AND INSTALLATION REQUIRED TO
CONSTRUCTION MIN. 4° SQUARE X 1-1/2" DEEP WITH SCREW—ON PART 9. ENCLOSURES DESIGNER: JASON NGO
MAINTAIN OPERATION AS A RESULT OF ANY EQUIPMENT FAILURE OR
DEFECT DURING WARRANTY PERIOD. COVERS. WIREWAYS TO BE UL LISTED, SHEET STEEL CONSTRUCTION
A. DRY LOCATION, INDOOR — NEMA 1.
information WITH SCREW-ON COVERS. FOR EXTERIOR AND DAMP OR WET INDOOR
M.IN GENERAL, DEMOLITION WORK IS INDICATED ON THE DRAWINGS. B. WET LOCATION OR OUTDOOR — NEMA SR. SUBMITTALS
LOCATIONS, USE BOXES AND WIREWAYS APPROVED FOR SUCH USE.
HOWEVER, THE SUBCONTRACTOR SHALL VISIT THE JOB SITE TO
DETERMINE THE FULL EXTENT AND CHARACTER OF THIS WORK. INSTALL OUTLET PULL & JUNCTION BOXES RIGIDLY, PLUMB AND LEVEL. C. EXTERIOR ENCLOSURES SHALL ACCOMMODATE SNOW LOADS. REV.| DATE DESCRIPTION | BY
SUPPORT & SECURE BOXES INDEPENDENTLY FROM CONDUITS
N. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, REMOVED MATERIALS PART 10. DEVICES O | 04.24.17 REVIEW AW
contains TERMINATING AT BOX. INSTALL ALL BOXES SO AS TO BE ACCESSIBLE
SHALL NOT BE REUSED IN THE WORK. SALVAGED MATERIALS THAT ARE A. RECEPTACLES — 20 AMP, 125V, NEMA 5S-—20K DUPLEX TYPE. FOR
TO BE REUSED SHALL BE STORED SAFE AGAINST DAMAGE AND TURNED AND SO THAT COVERS MAY BE EASILY REMOVED. 1 | 05.10.17} COMMENTS — JAW
INDOOR MOUNTED, USE STAINLESS STEEL COVER. FOR OUTDOOR OR
and OVER TO THE APPROPRIATE TRADE FOR REUSE. SALVAGED MATERIALS OUTLET BOXES (SURFACE MOUNTED) — CADMIUM PLATED CAST OR WET LOCATION MOUNTED, USE DEVICE RATED FOR USE. PROVIDE GFCI 2 | 05.16.17] COMMENTS — {AW
OF VALUE THAT ARE NOT TO BE REUSED SHALL REMAIN THE PROPERTY
MALLEABLE IRON. TYPE WITH SOLID STATE GROUND FAULT SENSING & 5S MA TRIP FOR
OF THE OWNER UNLESS SUCH OWNERSHIP IS WAIVED. ITEMS ON WHICH
THE OWNER WAIVES OWNERSHIP SHALL BECOME THE PROPERTY OF THE . POWER CONDUCTORS — SUBCONTRACTOR SHALL CONDUCT CONTINUITY OUTDOOR OR WET LOCATIONS.
ADWCOMM SUBCONTRACTOR, WHO SHALL REMOVE AND LEGALLY DISPOSE OF SAME, & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT & 20 AMP, 120-277 VOLTS, A.C. ONLY TOGGLE TYPE, SINGLE POLE,
AWAY FROM THE PREMISES. POWER CABINET. DOUBLE POLE, 3-WAY, OR 4—-WAY TIMER STYLE AS INDICATED OR A.2
REQUIRED. THE INFORMATION CONTAINED IN THIS SET
O. CONSULT WITH THE OWNER’S REPRESENTATIVE AS TO THE METHODS OF PART 9. RACEWAYS AND CONDUITS
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of CARRYING ON THE WORK SO AS NOT TO INTERFERE WITH THE OWNER’S A. CONDUITS & FITTINGS AT OUTSIDE APPLICATIONS SHALL BE RIGID OR PART 11. FUSES ANY USE OR DISCLOSURE OTHER THAN THAT
item OPERATION ANY MORE THAN ABSOLUTELY NECESSARY. ACCORDINGLY, NONMETALLIC UNLESS OTHERWISE NOTED. CONDUITS & FITTINGS AT A. OBTAIN FUSES FROM A SINGLE MANUFACTURER. WHICH RELATES TO MARICOPA COUNTY'S
ALL SERVICE LINES SHALL BE KEPT IN OPERATION AS LONG AS 15.3 P25 RADIO SYSTEM INFRASTRUCTURE
INSIDE BUILDING RUN ABOVE CEILINGS AND SHALL BE ELECTRICAL B. COORDINATE FUSE RATINGS WITH UTILIZATION EQUIPMENT NAMEPLATE
POSSIBLE AND THE SERVICES SHALL ONLY BE INTERRUPTED AT SUCH UPGRADE IS STRICTLY PROHIBITED.
METALLIC TUBING (EMT). SUPPORT CONDUITS WITHIN 3° OF JUNCTION LIMITATIONS OF MAXIMUM FUSE SIZE.
TIME AS WILL BE DESIGNATED BY THE OWNER’S REPRESENTATIVE.
proprietary BOXES & 8 INTERVALS OR LESS AS NEEDED WITH APPROVED C. EXAMINE UTILIZATION EQUIPMENT NAMEPLATES AND INSTALLATION
P. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE PERFORMED BY PLOT DATE: 9/19/17
THE QUALIFIED SUBCONTRACTORS. SUBCONTRACTOR SHALL INCLUDE ANCHORING DEVICES. INSTRUCTIONS. INSTALL FUSES OF SIZES AND WITH CHARACTERISTICS
a FULL COST OF SAME IN BID. ALL SWEEPS OR BENDS, AND ABOVEGROUND CONDUITS SHALL BE RIGID APPROPRIATE FOR EACH PIECE OF EQUIPMENT.
.
is SITE_CODE:
Q. PROVIDE ALL EXCAVATION, TRENCHING, TUNNELING, DEWATERING AND GALVANIZED STEEL OR PVC SCHEDULE 40. INSTALL LABELS INDICATING FUSE REPLACEMENT INFORMATION ON
-
BACKFILLING REQUIRED FOR THE ELECTRICAL WORK. COORDINATE THE PROVIDE CAP TO PREVENT ENTRY OF MATERIALS & MOISTURE FOR ALL INSIDE DOOR OF EACH FUSED SWITCH. FISH
document WORK WITH OTHER EXCAVATING AND BACKFILLING IN THE SAME AREA.
SPARE CONDUITS. CONDUIT RISERS MUST INCLUDE SLIP TYPE SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY
.
R, INSPECT THE INSTALLATION OF ALL EQUIPMENT PER THE EXPANSION JOINT. COOPER BUSSMAN, INC. OR EQUAL.
MANUFACTURER'S RECOMMENDATION AND APPLICABLE CODES. SITE NAME:
This CONDUIT SEALS — INSTALL CONDUIT SEAL FOR EACH CONDUIT CARTRIDGE FUSES: NEMA FU 1, NONRENEWABLE CARTRIDGE FUSE;
S. PROVIDE UL APPROVED FIRE-—STOPPING SYSTEM FOR ALL PENETRATIONS PENETRATING AT AN EXTERIOR BUILDING WALL, BELOW GRADE (UNLESS CLASS AND CURRENT RATING INDICATED; VOLTAGE RATING CONSISTENT
FISH CREEK FILL
PASSING THROUGH FIRE RATED ASSEMBLIES.
PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB), AND WITH CIRCUIT VOLTAGE.
qT, COMPLY WITH NECA 1. ELSEWHERE AS INDICATED, AND SO AS TO ACHIEVE A SEALED
1. SERVICE ENTRANCE: CLASS L, TIME DELAY. RESISTANCE TEST” FORM DELIVERABLE TO ’S
(ADWCOMM),. U. PROVIDE COMPLETE OPERATION AND MAINTENANCE INSTRUCTIONAL WATERTIGHT INSTALLATION.
2. FEEDERS: CLASS RKS TIME DELAY REPRESENTATIVE & ENGINEER. GROUND TEST SHALL BE WITNESSED SITE ADDRESS:
MANUALS COVERING ALL ELECTRICAL EQUIPMENT HEREIN SPECIFIED, .
TOGETHER WITH PARTS LISTS. . RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN AREAS SUBJECT BY REPRESENTATIVE. ‘S REPRESENTATIVE SHALL BE INFORMED
5. MOTOR BRANCH CIRCUITS: CLASS RK1, TIME DELAY. LATITUDE: 33° 31 59.5” N
TO PHYSICAL DAMAGE. CUT ENDS WILL BE REAMED, THREADED AND
48 HOURS IN ADVANCE OF TESTING. ANY GROUND RESISTANCE OF
V. SUBCONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER, RECORD 4. OTHER BRANCH CIRCUITS: CLASS RK1, TIME DELAY. LONGITUDE: 111° 18 51.93” W
INC COLD GALVANIZED (COMPRESSION FITTINGS WILL NOT BE ACCEPTED). GREATER THAN S OHMS BUT LESS THAN 25 OHMS SHALL BE
DRAWINGS ON ELECTRONIC MEDIA OR MYLAR WHICH HAVE BEEN NEATLY MILE POST 222 TOP/FISH
MARKED TO REPRESENT AS—BUILT CONDITIONS FOR ALL NEW . LIQUID TIGHT FLEXIBLE STEEL CONDUIT — USE WHERE FLEXIBLE STEEL . COMPLY WITH: REVIEWED BY AND IS SUBJECT TO FINAL APPROVAL BY
CREEK HILL CX
ELECTRICAL WORK. CONDUIT CONNECTIONS ARE REQUIRED IN DRY, DAMP, WET, OR OILY 1. NEMA FU 1 — LOW VOLTAGE CARTRIDGE FUSES. OWNER/CLIENT ON A CASE-BY-CASE BASIS.
Services, APACHE TRAIL, AZ 85119
W. SUBMIT FOR APPROVAL SHOP DRAWINGS FOR ALL ELECTRICAL SYSTEMS LOCATIONS, FOR CONNECTIONS TO TRANSFORMERS, VIBRATING 2. NFPA 70 — NATIONAL ELECTRICAL CODE. D. WHEN USING OR CONNECTING TO EXISTING GROUND RING, TEST
OR EQUIPMENT BUT NOT LIMITED TO THE ITEMS LISTED BELOW: EQUIPMENT, EQUIPMENT REQUIRING MINOR ADJUSTMENTS TO POSITIONS, GROUND RING PRIOR TO AND AFTER CONNECTION.
5S. UL 198C — HIGH—INTERRUP TING-—CAPACITY FUSES, SHEET TITLE:
AND FOR FINAL CONNECTIONS TO ALL MOTORS AND SIMILAR
1. PANELBOARDS CURRENT—LIMITING TYPES. E. CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR
EQUIPMENT.
CHANNEL GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS
TRANSFORMERS
Communications WN G. CONDUIT SEALS FOR CAST—IN-PLACE CONCRETE APPLICATIONS SHALL 4. UL 198E — CLASS Fk FUSES. SHALL BE PVC TYPE NON— CONDUCTIVE. DO NOT USE METAL
ONE LINE DIAGRAM AND
MOTOR CONTROL BE AN APPROVED MANUFACTURER. 5. UL 512 — FUSEHOLDERS BRACKETS OR SUPPORTS THAT WOULD FORM A COMPLETE RING
OAR DISCONNECT SWITCHES AROUND ANY GROUNDING CONDUCTOR. ELECTRICAL NOTES
PART 6. CONDUCTORS AND CABLES PART 12. LOAD CENTER/PANEL BOARDS
15.4 EXECUTION
TIME SWITCHES A. ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL A. GENERAL — TWO-ROW CIRCUIT BREAKER WITH MAINS, RATINGS AND
WIRING DEVICES NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ADWCOMM. A. GROUND BARS SHALL BE 4” X 1/4" X ~ LENGTH, UNLESS
OADW BRANCH DEVICES AS INDICATED.
OTHERWISE NOTED AND SHALL BE TINNED COPPER AND LARGE SHEET NUMBER:
SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER
LIGHTING FIXTURES B. MINIMUM 10,000 AIC FOR 208V/240V UNLESS OTHERWISE NOTED. ENOUGH TO ACCOMMODATE REQUIRED NUMBER OF GROUNDING
ON SIZE CONNECTORS PER LOCAL, STATE, AND NATIONAL CODES.
LIGHTING CONTROL SYSTEMS AND DEVICES CONNECTIONS. HARDWARE SECURING GROUND BARS SHALL BOND _—
C. LOCKABLE COVER, COPPER BUS.
TO STRUCTURE TO WHICH THEY ARE FASTENED.
Copyright fo SURFACE RACEWAYS

19.4 EXECUTION (CONTINUE) BRANCH CIRCUIT VOLTAGE DROP WIRING SCHEDULE FOR SINGLE PHASE CIRCUITS SPECIAL RECEPTACLES
.GROUND BARS SHALL BE 4” X 1/4" X LENGTH, UNLESS BRANCH TYPE
OTHERWISE NOTED AND SHALL BE TINNED COPPER AND LARGE CKT RATING] ME eee
ENOUGH TO ACCOMMODATE REQUIRED NUMBER OF GROUNDING (AWG) 125V, SOA, SINGLE PHASE, TWIST-LOCK RECEPTACLE, 2 POLE, 3 WIRE (NEMA L5—30R)
(A) 120V 208V 240V 277V 480V
permission CONNECTIONS. HARDWARE SECURING GROUND BARS SHALL BOND }0}6
TO STRUCTURE TO WHICH THEY ARE FASTENED. 12 83 143 165 191 331 250V, 20A, SINGLE PHASE, TWIST-LOCK RECEPTACLE, 2 POLE, 3 WIRE (NEMA L6—20R)
IF ROCK IS ENCOUNTERED, GROUND ROD SHALL BE INSTALLED IN
10 128 222 256 295 511 250V, 3O0A, SINGLE PHASE, TWIST-LOCK RECEPTACLE, 2 POLE, 3 WIRE (NEMA L6—30R )
2” DIAMETER DRILLED HOLE TO REQUIRED DEPTH AND BACK 20A 10
written
FILLED WITH APPLICATIONS OF MAGNESIUM SULFATE OR COPPER 8 201 348 402 464 804
250V, 20A, THREE PHASE, TWIST-LOCK RECEPTACLE, 3 POLE, 4 WIRE (NEMA L15—20R )
SULFATE (IF CHEMICAL GROUNDING IS NOT USED).
prior 6 313 542 625 721 1250 O16 B}2}9}
. GROUNDING WIRE SHALL NOT BEND LESS THAN 90° IN ANY 250V, SOA, THREE PHASE, TWIST-LOCK RECEPTACLE, 3 POLE, 4 WIRE (NEMA L15—30R )
LOCATION WITH AMIN. BEND RADIUS OF 8”. 10 85 148 170 197 344
PROVIDE CORROSION PROOFING PAINT ON SURFACES EXPOSED 208Y/120V, 30A, THREE PHASE, TWIST-LOCK RECEPTACLE 4 POLE, 5 WIRE (NEMA L21—30A)
. 8 134 232 268 309 536
ADWCOMM‘'s DURING INSTALLATION. 30A
125/ 250V SINGLE PHASE RECEPTACLES POLE, 4 WIRE (NEMA 14—30R)
ANTENNA CABLES SHALL BE GROUNDED AT TOP, BOTTOM AND 75 6 208 361 417 481 333 ® MOTOROLA SOLUTIONS
FEET OF VERT. RUN FOR LIGHTNING PROTECTION. ANTENNA CABLE
4 313 542 625 721 1250 125/ 250V SINGLE PHASE RECEPTACLE 3 POLE, 4 WIRE (NEMA 14—50R)
SHIELD SHALL BE BONDED TO COPPER GROUND BAR AT. THE 1303 EAST ALGONQUIN ROAD
LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS NOTES:
SCHAUMBURG, ILLINOIS 60196
without TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO — . THE ABOVE TABLE VALUES ARE BASED ON COPPER CONDUCTORS, IN STEEL CONDUIT, WITH A LOAD
OCCUPANCY SENSOR LEGEND TELEPHONE: 847.576.5000
GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. POWER FACTOR OF 0.85 PER NEC CHAPTER 9, TABLE 9.
WWW.MOTOROLASOLU TIONS.COM
ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE 2. PROVIDE BRANCH CIRCUIT CONDUCTORS AS INDICATED IN THE TABLE ABOVE FOR ALL LIGHTING TYPE DESCRIPTION
format ENTERING = SHELTER. TOWERS = WITH MULTIPLE BROADCAST AND RECEPTACLE BRANCH CIRCUITS. WHERE BRANCH CIRCUITS SERVE DEDICATED EQUIPMENT, THE
TRANSMITTERS PRESENT AND OVER 200° SHALL ALSO BE CONTRACTOR MAY PERFORM VOLTAGE DROP CALCULATIONS BASED ON ACTUAL EQUIPMENT 0s | 360° CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR
any EQUIPPED WITH ADDITIONAL GROUNDING. CONNECTED LOAD AND PROVIDE CONDUCTORS APPROPRIATELY SIZED TO LIMIT VOLTAGE DROP TO A
MAXIMUM OF 3%. 0s |, 180° CEILING/WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR
in 15.5 CONNECTIONS
5. CONDUCTOR SIZES ARE BASED ON MAXIMUM OF 9 CURRENT CARRYING CONDUCTORS IN A SINGLE
. GROUND CONNECTIONS SHALL CONFORM TO LE.E.E. STD 83/7 CONDUIT. S|, 180° CEILING/WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR
AND/OR UL467 PROTECTED FROM CORROSION AS NOTED ON 4. LIMITS FOR CONDUCTOR LENGTHS SHOWN ARE BASED ON A MAXIMUM BRANCH CIRCUIT LOADING OF
reproduced
DRAWINGS. USE CADWELD OR DOUBLE LUG FOR OUTDOORS ABOVE 64% OF THE BRANCH BREAKER RATING AND A MAXIMUM OF 3 PERCENT VOLTAGE DROP TO 0S|,, 360° CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR
& BELOW GRADE, INDOORS, AND ON ROOF INSTALLATIONS, AS COMPLY WITH ASHRAE/IES 90.1 — 1999 AND THE NEC. FOR CIRCUITS LOADED GREATER THAN 64%
or INDICATED IN PLANS. OF BRANCH BREAKER RATING, THE CONTRACTOR SHALL PROVIDE CONDUCTORS APPROPRIATELY So WALL SWITCH PASSIVE INFRARED OCCUPANCY SENSOR COMMUNIGATIONS SERVIGES, ING
SIZED TO LIMIT VOLTAGE DROP TO 3%.
. CLAMP = CONNECTIONS SHALL BE MADE ACCESSIBLE FOR
So$o WALL SWITCH PASSIVE INFRARED OCCUPANCY SENSOR — DUAL LEVEL SWITCHING 14350 N. 87th ST., STE. 145
disclosed INSPECTION. USE ONLY WHERE SPECIFIED.
SCOTTSDALE, AZ 85260
. UNDERGROUND CONNECTIONS SHALL BE INSPECTED BY ’S FEEDER AND BRANCH CIRCUIT SIZING SCHEDULE — GENERAL PURPOSE PHONE: 480.291.6824
REPRESENTATIVE PRIOR TO BACK. FILLING. PHOTOS WITH TAPE
used, MEASUREMENT REQUIRED FOR CLOSEOUT PACKAGE. COPPER CONDUCTORS
NOTE: SOME SYMBOLS AND ABBREVIATIONS
ALL BELOW GROUND CONNECTIONS SHALL BE CADWELD. PROVIDE WIRE SIZE (AWG OR PE SEAL
be . SHOWN MAY NOT APPLY TO THIS PROJECT.
CORROSION PROTECTION TO CONNECTION AREA, IF INDICATED IN KCMIL)
cannot PLANS.
NP newioe SINGLE | SINGLE | |ouage a | ISOLATED
ABOVEGROUND CONNECTIONS SHALL BE BOLTED CLAMP OR te
| PHASE 2 | PHASE 3 | | GROUND
It BURNDY CONNECTIONS UNLESS OTHERWISE NOTED. RATING puase QJMREE | Sito
| & |cRounp| WIRE + G| WIRE + G/UEPE 4 WIRE+26
GROUND CONNECTIONS TO GROUND BAR SHALL BE MADE WITH CampERES) CHASE S| Een
project. (1PH, 1N, | (2PH, 1N, (3PH, IN,
DOUBLE HOLE HYDRAULICALLY INDENTED LUGS, EXCEPT FOR | PH. 16)
CADWELDS, AS SHOWN IN PLANS. 16) 16)” (SPIN 26)
specific F.1 TO ENSURE ADEQUATE BOND WHERE GROUND CONNECTIONS 15-20 12 12 3/4” 3/4” 3/4" 3/4" 3/4"
ARE MADE, CONTACT POINTS SHALL BE CLEANED AND FREE
OF FOREIGN MATERIALS SUCH AS PAINT AND CORROSION. IF 25-30 10 10 3/4" 3/4 3/4” 3/4" 3/4"
a
SURFACE IS COATED, COATING MUST BE REMOVED DOWN TO
on
BARE METAL. AFTER COATING HAS BEEN REMOVED, APPLY A 35-40 8 10 3/4" 3/4 3/4” 3/4" 3/4"
use NON—CORROSIVE APPROVED COMPOUND TO THE CLEANED
45-50 | 8 (6) 10 3/4” 3/4" 3/4” 3/4 3/4"
for SURFACE AND INSTALL LUGS OR CLAMPS. WHERE
GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED 60 6 (4) io | 3/4) | 3/4 G) | 3/4 0) | 3/4 0) ?
solely OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS
GLAVMOX OR EQUAL. 70 4 8 1” 11/4 | 41/4 1/4 1/4"
DESIGNER: JASON NGO
. MECHANICAL GROUNDING CONNECTIONS SHALL BE MADE WITH 80 4 (3) 8 5	1	205	3	9	6	3896	3626	182	59	0.000000	14/4
5	1	205	3	9	7	4147	3599	34	99	29.316650	|
5	1	205	3	9	8	4248	3626	183	59	29.316650	41/4
5	1	205	3	9	9	4663	3626	119	59	54.690002	1/4 1/4"
COPPER—SHIELD. THERE IS NO EQUIVALENT FOR — THESE
information ANTI-~OXIDATION COMPOUNDS. NO OTHER COMPOUND WILL BE 90-100 | 3 (2) 8 a ee 1/4 1/2” SUBMITTALS
ACCEPTED. COAT ALL WIRES BEFORE LUGGING. COAT ALL ||
SURFACES BEFORE CONNECTING. 110 2 (1) 6 _ 11/4" 11/4r 79") > REV.| DATE DESCRIPTION | BY
RACEWAY APPLICATION SCHEDULE
O | 04.24.17 REVIEW AW
contains 125 1aso) | 6 _ on on 1/2” 3
IE
(= ©O|2 ~ |r ii ia 1 | 05.10.17} COMMENTS — JAW
150 1/0 6 - 14/2" fz | 11/2 2” > io =|S GC fo ja (a4
and LJ F o~ [G6 a] = = Q Q 2 | 05.16.17] COMMENTS — {AW
a — O |O < LJ LJ er oe ee oe - -
175 2/0 6 - 2” 2” 2” 2” a in| F — _t _l a od
> = = + |D}4 xe OE JE Jw Jw
200 3/0 6 - 2” 2” 21/2” | 21/2 co “2 |Oa |5 |26 56/2 (3 2 |Z
ADWCOMM Fs iS) FIt6 8 (6G IOS <x Dol BGol4o4o
SF 4 50 = O|= ZO\EW CIF O yn 56+ 29) 560 28/s7\8 +Y) >
220 4/0 4 - 2” 2” 2 1/2” 21/2” =
Z|©C ZOO |saiuO 4o gov Pa Oy Vol~ oO EYHIEY THE INFORMATION CONTAINED IN THIS SET
250 250 4 - 21/2 | 21/2 | 21/2? | 21/2 Qar>weSce> Si pFlalo EFa2>oba ot oa 45 45 OF DOCUMENTS IS PROPRIETARY BY NATURE.
of qitszClusti unseat ge ested), sB 54 S450 50
ANY USE OR DISCLOSURE OTHER THAN THAT
300 350 4 - 2 1/2" 21/2" 3” 3” Siw Wow gqianazw aa SDS TBZQ0IO2L 250|\ <4) cu =r r WHICH RELATES TO MARICOPA COUNTY'S
item WYO Ss Cz fe DS wit CaF ls, szeOrsag 7 Shwe iro we >5>5
mo OT < | Stile 0/2° CHLH P25 RADIO SYSTEM INFRASTRUCTURE
350 500 3 - 3” 3” 3” 3” < oie [Sieg = eeiere FRG S27, = Yrs S57 S05 ” Cp) 5G
si <x <x ~ — i> Ir O|D tH Ss Ss UPGRADE IS STRICTLY PROHIBITED.
— | O S)O;WIO lt | Oo O | 65 ro ZO pW O ro 5 Zz Zz
400 600 3 - 3" 3” 3 1/2" 4” = Ze) Cle 12702 og (SF F WoO wll 12 |2 6 14
proprietary =i Ole a Om ~ => OQ a ON wo
wu) >is cp W]e <1 oO aT = = oO © lan) ad a a aa aa PLOT DATE: 9/19/17
450 2-4/0 | 2-2 - 2-2” 2-2 | 2-2 1/2” | 2-2 1/2” O™N DO) e a im na Ei 2 a m |O na OC
<i ee Oe 4 ea) 5S iS) aa = aa) Oo ~ Oo ~ 1S) = =
a w~;)o Cy | njw Le Le en | i Le ad LL aa a - - KEYED NOTES
500 2-250 | 2-2 - 2-2 1/2” | 2-2 1/2” | 2-2 1/2” | 2-2 1/2”
is SITE_CODE:
EXPOSED
600 2-350 | 2-1 - 2-2 1/2” | 2-2 1/2"| 2-3" 24” NOT SUBJECT TO PHYSICAL DAMAGE — Xx
UNFINISHED SPACES FISH
document
700 2-500 | 2-1/0 - 2—3" 2-3” 2-3” 3-3” EXPOSED
NOT SUBJECT TO PHYSICAL DAMAGE — x
800 2-600 | 2-1/0 - 2-3" 2-3” | 2-3 1/2” | 2-3 1/2”
FINISHED SPACES SITE NAME:
This
1000 3-400 | 3-2/0 - 3-3" 3-3” 3-3” 3-3” EXPOSED RIGID STEEL CONDUIT UP TO
SUBJECT TO SEVERE PHYSICAL DAMAGE 10’—O” AFF. FISH CREEK FILL
1200 3-600 | 3-3/0 - 3=3 1/2” | 3-3 1/2” [3-3 1/2” | 3-4” LOCATIONS INCLUDE:
LOADING LOCKS, CORRIDORS
4 4
(ADWCOMM),. 1600 4-600 | 4—4/0 - 4—3 1/2” | 4-3 1/2” | 4-3 1/2” | 44” USED FOR TRAFFIC OF
MECHANIZED CARTS AND SITE ADDRESS:
2000 5-600 | 5-250 - 5-3 1/2” | 5-3 1/2” [5-3 1/2" | 5—4” PALLET HANDLING UNITS,
MECHANICAL ROOMS LATITUDE: 33° 31 59.5” N
a
NOTES: S CONCEALED IN CEILINGS, INTERIOR WALL NOT TO EXCEED 6’—0” IN LONGITUDE: 111° 18 51.93” W
INC 1.CONTRACTOR TO SIZE FEEDERS AND BRANCH CIRCUITS BASED ON THIS SCHEDULE AND a AND PARTITIONS x x CEILING SPACE
MILE POST 222 TOP/FISH
OVER CURRENT DEVICE SIZE, UNLESS NOTED OTHERWISE. <= CONNECTED TO VIBRATING EQUIPMENT EQUIPMENT INCLUDING: CREEK HILL CX
2.CONTRACTOR MAY COMBINE 20A CIRCUITS AS NOTED IN SPECIFICATION. TRANSFORMERS, HYDRAULIC APACHE TRAIL, AZ 85119
Services, PNEUMATIC, ELECTRIC
3.CONDUCTORS ARE BASED ON THHN/THWN UP TO AND INCLUDING #4/0. LARGER THAN x x SOLENOID, MOTOR DRIVEN
#4/0 ARE BASED ON TYPE XHHW. EQUIPMENT SHEET TITLE:
4,.CONDUCTORS ARE BASED ON 90°C, 600V. INSULATED COPPER WIRE APPLIED AT 75°C USE LFMC IN DAMP /WET
LOCATIONS
FOR TERMINATION RATED 60/75°C OR 75°C. FOR TERMINATION RATED AT 60°C, USE
EMBEDDED IN CONCRETE ABOVE GRADE xX xX xX ELECTRICAL NOTES &
Communications CONDUCTORS AND CONDUIT SIZES INDICATED IN PARENTHESES.
5.CONDUIT SIZES ARE VALID FOR EMT OR RGS. CONDUIT SIZES SHALL BE ADJUSTED AS OPTICAL FIBER OR COMMUNICATIONS CABLE x x STANDARD SCREDULES
IN SPACES USED FOR ENVIRONMENTAL AIR
REQUIRED FOR OTHER TYPES OF CONDUIT.
6.ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR AND PROVIDE CONCEALED GENERAL PURPOSE
DISTRIBUTION OF OPTICAL FIBER OR Xx xX Xx Xx
REQUIRED WIRE SIZES TO ACCOMMODATE MECHANICAL EQUIPMENT LUG SIZES. (EXAMPLE: COMMUNICATION CABLE
OADW SHEET NUMBER:
2#3/0 IN LIEU OF 1#600 KCMIL PER PHASE FOR 400 AMPERE OVERCURRENT DEVICE) GENERAL NOTE:
7.SIZE OF DISCONNECT SWITCH LOCATED AT EQUIPMENT SHALL BE SIZED BASED UPON 1. ’X’ INDICATES ACCEPTABLE SELECTION.
OVERCURRENT PROTECTION OF THAT DEVICE. IF MORE THAN ONE SELECTION IS Pp
2
INDICATED FOR A DUCT SYSTEM,
Copyright 8.PRIOR APPROVAL FROM ENGINEER SHALL OCCUR IF A DIFFERENT SIZE/NUMBER OF CONTRACTOR MAY SELECT FROM THOSE
CONDUCTORS |S JO BE USED. AMPACITY SHALL BE EQUAL OR GREATER. INDICATED SELECTIONS.

AC POWER PANEL No. A
120/240 VOLTS, 1-PHASE, 3-WIRE, 225A
SHORT—CIRCUIT CALCULATIONS
MAIN BREAKER RATING (A) : 200 SYSTEM VOLTAGE (V) : 240
THE FOLLOWING CALCULATIONS ARE BASED ON THE POINT—BY
5	1	3	1	1	9	2815	605	192	49	42.404381	POINT”
5	1	3	1	1	10	3057	612	231	42	95.795395	METHOD
5	1	3	1	1	11	3337	612	106	42	96.113808	FOR
5	1	3	1	1	12	3492	612	196	43	95.925888	SINGLE
5	1	3	1	1	13	3736	612	190	42	96.377319	PHASE
5	1	3	1	1	14	3974	612	211	49	94.705025	POWER,
5	1	3	1	1	15	4237	612	208	42	94.705025	WHERE:
2	1	4	0	0	0	1895	780	305	3	-1	
3	1	4	1	0	0	1895	780	305	3	-1	
4	1	4	1	1	0	1895	780	305	3	-1	
5	1	4	1	1	1	1895	780	305	3	95.000000	 
2	1	5	0	0	0	3405	775	652	1	-1	
3	1	5	1	0	0	3405	775	652	1	-1	
4	1	5	1	1	0	3405	775	652	1	-1	
5	1	5	1	1	1	3405	775	652	1	95.000000	 
2	1	6	0	0	0	4595	775	487	1	-1	
3	1	6	1	0	0	4595	775	487	1	-1	
4	1	6	1	1	0	4595	775	487	1	-1	
5	1	6	1	1	1	4595	775	487	1	95.000000	 
2	1	7	0	0	0	567	1000	4928	6	-1	
3	1	7	1	0	0	567	1000	4928	6	-1	
4	1	7	1	1	0	567	1000	4928	6	-1	
5	1	7	1	1	1	567	1000	4928	6	95.000000	 
2	1	8	0	0	0	903	1111	4592	3	-1	
3	1	8	1	0	0	903	1111	4592	3	-1	
4	1	8	1	1	0	903	1111	4592	3	-1	
5	1	8	1	1	1	903	1111	4592	3	95.000000	 
2	1	9	0	0	0	567	1281	4928	6	-1	
3	1	9	1	0	0	567	1281	4928	6	-1	
4	1	9	1	1	0	567	1281	4928	6	-1	
5	1	9	1	1	1	567	1281	4928	6	95.000000	 
2	1	10	0	0	0	567	1442	2628	3	-1	
3	1	10	1	0	0	567	1442	2628	3	-1	
4	1	10	1	1	0	567	1442	2628	3	-1	
5	1	10	1	1	1	567	1442	2628	3	95.000000	 
2	1	11	0	0	0	567	1606	2628	3	-1	
3	1	11	1	0	0	567	1606	2628	3	-1	
4	1	11	1	1	0	567	1606	2628	3	-1	
5	1	11	1	1	1	567	1606	2628	3	95.000000	 
2	1	12	0	0	0	566	1001	5	777	-1	
3	1	12	1	0	0	566	1001	5	777	-1	
4	1	12	1	1	0	566	1001	5	777	-1	
5	1	12	1	1	1	566	1001	5	777	95.000000	 
2	1	13	0	0	0	624	715	4644	1043	-1	
3	1	13	1	0	0	624	715	4644	1043	-1	
4	1	13	1	1	0	774	715	4297	72	-1	
5	1	13	1	1	1	774	729	66	40	93.807373	Isc
5	1	13	1	1	2	883	745	32	13	93.815178	=
5	1	13	1	1	3	961	728	65	42	93.815178	Isc
5	1	13	1	1	4	1082	742	7	27	95.416298	x
5	1	13	1	1	5	1257	727	29	41	41.405979	MM
5	1	13	1	1	6	1332	744	32	13	91.835205	=
5	1	13	1	1	7	1411	719	197	63	30.885071	1/(1+f)
5	1	13	1	1	8	1773	728	85	41	0.000000	f=
5	1	13	1	1	9	1895	732	87	42	0.000000	2x
5	1	13	1	1	10	2026	732	56	42	10.363512	2b
5	1	13	1	1	11	2123	733	63	41	68.885895	x]
5	1	13	1	1	12	2919	715	148	72	88.628555	XFMR:
5	1	13	1	1	13	3315	728	52	41	92.050537	f=
5	1	13	1	1	14	3404	719	179	63	90.307259	Ip(sca)
5	1	13	1	1	15	3627	741	20	27	92.544128	x
5	1	13	1	1	16	3690	728	56	54	86.822235	Vp
5	1	13	1	1	17	3791	741	19	27	86.822235	x
5	1	13	1	1	18	3853	727	25	41	91.459061	2
5	1	13	1	1	19	3921	741	20	27	90.173500	x
5	1	13	1	1	20	3983	727	64	41	85.628899	%Z
5	1	13	1	1	21	4308	719	224	63	84.216309	IS(sca)=
5	1	13	1	1	22	4595	728	56	54	66.463577	Vp
5	1	13	1	1	23	4696	741	19	27	66.463577	x
5	1	13	1	1	24	4758	727	29	41	74.676292	M
5	1	13	1	1	25	4833	741	20	27	85.245628	x
5	1	13	1	1	26	4895	719	176	56	79.913315	Is(sca)
4	1	13	1	2	0	1894	800	1925	49	-1	
5	1	13	1	2	1	1894	807	156	42	22.504311	CXxeE
5	1	13	1	2	2	3405	800	209	49	95.268082	100,000
5	1	13	1	2	3	3657	814	19	27	92.961395	x
5	1	13	1	2	4	3719	800	100	41	89.594543	KVA
4	1	13	1	3	0	774	907	1450	62	-1	
5	1	13	1	3	1	774	907	114	62	90.492882	(ALL
5	1	13	1	3	2	929	907	395	62	90.492882	CALCULATIONS
5	1	13	1	3	3	1366	914	186	42	96.216507	UTILIZE
5	1	13	1	3	4	1594	914	207	42	95.915520	COPPER
5	1	13	1	3	5	1845	907	379	62	95.915520	CONDUCTORS)
4	1	13	1	4	0	2473	1025	2666	68	-1	
5	1	13	1	4	1	2473	1025	337	68	95.135880	DESCRIPTION
5	1	13	1	4	2	5074	1041	65	42	95.668907	Isc
4	1	13	1	5	0	624	1131	4644	65	-1	
5	1	13	1	5	1	624	1131	243	41	93.066185	Location
5	1	13	1	5	2	923	1142	97	41	82.671616	|SRP
5	1	13	1	5	3	1064	1141	214	43	95.841660	SERVICE
5	1	13	1	5	4	1321	1142	912	54	93.290039	TRANSFORMER,
5	1	13	1	5	5	1763	1127	196	73	65.209068	50kVA,
5	1	13	1	5	6	1988	1127	153	73	91.291634	240V,
5	1	13	1	5	7	2171	1127	62	73	36.362610	16
5	1	13	1	5	8	4910	1142	63	41	93.925591	AS
5	1	13	1	5	9	5016	1142	252	42	96.680695	DESIGNED
4	1	13	1	6	0	943	1211	3661	55	-1	
5	1	13	1	6	1	943	1211	283	42	93.423302	AVAILABLE
5	1	13	1	6	2	1268	1211	163	42	95.728600	FAULT
5	1	13	1	6	3	1470	1211	255	42	96.608223	CURRENT:
5	1	13	1	6	4	4195	1211	202	49	96.103470	22,000
5	1	13	1	6	5	4445	1211	159	55	80.482956	Amps
4	1	13	1	7	0	640	1305	1944	55	-1	
5	1	13	1	7	1	640	1305	19	41	54.082603	F
5	1	13	1	7	2	923	1317	150	42	95.418823	FROM
5	1	13	1	7	3	1124	1301	208	69	95.418823	UTILITY
5	1	13	1	7	4	1390	1317	414	42	95.829277	TRANSFORMER
5	1	13	1	7	5	1855	1317	66	42	95.005074	TO
5	1	13	1	7	6	1968	1317	368	43	96.258797	DISCONNECT
5	1	13	1	7	7	2380	1317	204	43	96.211571	SWITCH
4	1	13	1	8	0	943	1370	4318	62	-1	
5	1	13	1	8	1	943	1377	106	42	85.477150	60ft
5	1	13	1	8	2	1093	1377	95	42	95.878601	with
5	1	13	1	8	3	1233	1370	68	62	95.719978	(1)
5	1	13	1	8	4	1340	1370	136	62	30.350294	43/0
5	1	13	1	8	5	1518	1377	66	42	94.912491	CU
5	1	13	1	8	6	1625	1377	35	42	94.905052	in
5	1	13	1	8	7	1707	1377	99	42	92.898254	PVC
5	1	13	1	8	8	1846	1361	193	75	96.467735	conduit
5	1	13	1	8	9	4868	1370	187	50	95.221527	17,414
5	1	13	1	8	10	5101	1371	160	54	95.221527	Amps
4	1	13	1	9	0	631	1468	1380	43	-1	
5	1	13	1	9	1	631	1469	62	41	89.320450	F2
5	1	13	1	9	2	923	1469	150	41	95.767296	FROM
5	1	13	1	9	3	1124	1468	369	43	95.412483	DISCONNECT
5	1	13	1	9	4	1536	1468	205	42	96.081093	SWITCH
5	1	13	1	9	5	1792	1469	66	41	95.084244	TO
5	1	13	1	9	6	1906	1469	105	41	95.084244	ATS
4	1	13	1	10	0	943	1521	4314	68	-1	
5	1	13	1	10	1	943	1529	71	41	90.023094	5ft
5	1	13	1	10	2	1060	1529	95	41	94.797363	with
5	1	13	1	10	3	1200	1521	67	63	93.082275	(1)
5	1	13	1	10	4	1307	1521	135	63	86.168564	#3/0
5	1	13	1	10	5	1484	1528	66	42	93.365364	CU
5	1	13	1	10	6	1591	1529	35	41	93.365364	in
5	1	13	1	10	7	1670	1529	153	42	96.120026	STEEL
5	1	13	1	10	8	1866	1529	193	41	96.120026	conduit
5	1	13	1	10	9	4872	1534	178	50	95.536949	17,117
5	1	13	1	10	10	5098	1535	159	54	94.758987	Amps
4	1	13	1	11	0	631	1637	1024	42	-1	
5	1	13	1	11	1	631	1637	63	42	45.236946	FS
5	1	13	1	11	2	923	1637	150	42	95.706680	FROM
5	1	13	1	11	3	1125	1637	105	42	96.114456	ATS
5	1	13	1	11	4	1278	1637	66	42	95.785324	TO
5	1	13	1	11	5	1391	1637	187	42	96.175552	PANEL
5	1	13	1	11	6	1624	1638	31	40	94.846306	A
4	1	13	1	12	0	943	1690	4321	68	-1	
5	1	13	1	12	1	943	1697	72	42	85.860558	Sft
5	1	13	1	12	2	1060	1698	95	41	95.129585	with
5	1	13	1	12	3	1200	1690	67	62	92.714661	(1)
5	1	13	1	12	4	1308	1690	134	62	85.244064	#3/0
5	1	13	1	12	5	1484	1697	66	43	94.806419	CU
5	1	13	1	12	6	1591	1698	35	41	94.806419	in
5	1	13	1	12	7	1670	1697	153	42	95.582634	STEEL
5	1	13	1	12	8	1866	1698	193	41	95.582634	conduit
5	1	13	1	12	9	4864	1703	192	49	96.260643	16,929
5	1	13	1	12	10	5105	1704	159	54	96.260643	Amps
2	1	14	0	0	0	903	1001	5	777	-1	
3	1	14	1	0	0	903	1001	5	777	-1	
4	1	14	1	1	0	903	1001	5	777	-1	
5	1	14	1	1	1	903	1001	5	777	95.000000	 
2	1	15	0	0	0	4724	1367	1	411	-1	
3	1	15	1	0	0	4724	1367	1	411	-1	
4	1	15	1	1	0	4724	1367	1	411	-1	
5	1	15	1	1	1	4724	1367	1	411	95.000000	 
2	1	16	0	0	0	5491	1002	5	776	-1	
3	1	16	1	0	0	5491	1002	5	776	-1	
4	1	16	1	1	0	5491	1002	5	776	-1	
5	1	16	1	1	1	5491	1002	5	776	95.000000	 
2	1	17	0	0	0	567	1774	4928	5	-1	
3	1	17	1	0	0	567	1774	4928	5	-1	
4	1	17	1	1	0	567	1774	4928	5	-1	
5	1	17	1	1	1	567	1774	4928	5	95.000000	 
2	1	18	0	0	0	291	285	17	6456	-1	
3	1	18	1	0	0	291	285	17	6456	-1	
4	1	18	1	1	0	291	285	17	6456	-1	
5	1	18	1	1	1	291	285	17	6456	95.000000	 
2	1	19	0	0	0	212	488	50	6411	-1	
3	1	19	1	0	0	212	488	50	6411	-1	
4	1	19	1	1	0	212	488	50	6411	-1	
5	1	19	1	1	1	212	6675	50	224	93.260002	Copyright
5	1	19	1	1	2	212	6485	39	173	81.316711	OADW
5	1	19	1	1	3	212	6091	39	378	96.235954	Communications
5	1	19	1	1	4	212	5873	46	198	96.333298	Services,
5	1	19	1	1	5	212	5762	39	93	92.185860	INC
5	1	19	1	1	6	212	5389	48	355	58.200588	(ADWCOMM),.
5	1	19	1	1	7	212	5274	39	96	96.942223	This
5	1	19	1	1	8	212	5037	39	219	96.956909	document
5	1	19	1	1	9	212	4988	39	34	95.703529	is
5	1	19	1	1	10	224	4947	27	22	96.917435	a
5	1	19	1	1	11	212	4685	50	247	95.866966	proprietary
5	1	19	1	1	12	212	4571	39	98	96.218689	item
5	1	19	1	1	13	212	4507	39	48	92.897903	of
5	1	19	1	1	14	212	4186	39	308	87.570168	ADWCOMM
5	1	19	1	1	15	212	4092	39	78	96.613022	and
5	1	19	1	1	16	212	3892	39	183	96.184853	contains
5	1	19	1	1	17	212	3612	39	263	95.989189	information
5	1	19	1	1	18	212	3465	50	130	95.989189	solely
5	1	19	1	1	19	212	3384	39	65	96.648209	for
5	1	19	1	1	20	224	3297	27	73	96.909897	use
5	1	19	1	1	21	224	3226	27	54	94.366219	on
5	1	19	1	1	22	224	3187	27	23	94.366219	a
5	1	19	1	1	23	212	3003	50	167	96.602905	specific
5	1	19	1	1	24	212	2825	50	163	96.575165	project.
5	1	19	1	1	25	213	2775	38	33	96.193764	It
5	1	19	1	1	26	218	2615	33	146	96.274925	cannot
5	1	19	1	1	27	212	2551	39	50	97.007843	be
5	1	19	1	1	28	212	2424	46	112	96.114464	used,
5	1	19	1	1	29	212	2205	39	202	96.426697	disclosed
5	1	19	1	1	30	224	2144	27	45	96.547142	or
5	1	19	1	1	31	212	1885	50	246	96.659431	reproduced
5	1	19	1	1	32	212	1829	38	41	96.690895	in
5	1	19	1	1	33	224	1736	38	77	96.472145	any
5	1	19	1	1	34	212	1576	39	145	96.489090	format
5	1	19	1	1	35	212	1395	39	166	93.272621	without
5	1	19	1	1	36	212	1033	39	347	6.802521	ADWCOMM‘'s
5	1	19	1	1	37	212	910	50	107	96.914787	prior
5	1	19	1	1	38	212	743	39	153	94.812141	written
5	1	19	1	1	39	212	488	50	241	96.365746	permission
2	1	20	0	0	0	1788	2475	735	104	-1	
3	1	20	1	0	0	1788	2475	735	104	-1	
4	1	20	1	1	0	1788	2475	735	41	-1	
5	1	20	1	1	1	1788	2475	231	41	95.528305	CONDUIT
5	1	20	1	1	2	2058	2476	104	40	95.301842	AND
5	1	20	1	1	3	2206	2476	123	40	92.688698	WIRE
5	1	20	1	1	4	2374	2476	149	40	92.688698	SIZED
4	1	20	1	2	0	1897	2538	625	41	-1	
5	1	20	1	2	1	1897	2538	99	40	94.882965	PER
5	1	20	1	2	2	2043	2538	181	40	94.903526	UTILITY
5	1	20	1	2	3	2267	2538	255	41	96.015564	COMPANY
2	1	21	0	0	0	1699	2601	824	54	-1	
3	1	21	1	0	0	1699	2601	824	54	-1	
4	1	21	1	1	0	1699	2601	824	54	-1	
5	1	21	1	1	1	1699	2608	422	47	96.006584	REQUIREMENTS,
5	1	21	1	1	2	2165	2608	230	40	96.908310	APPROX.
5	1	21	1	1	3	2445	2601	78	47	83.287369	60’
2	1	22	0	0	0	1437	2751	611	124	-1	
3	1	22	1	0	0	1437	2751	611	124	-1	
4	1	22	1	1	0	1437	2751	611	40	-1	
5	1	22	1	1	1	1437	2751	132	40	96.261131	POLE
5	1	22	1	1	2	1612	2751	254	40	93.022972	MOUNTED
5	1	22	1	1	3	1911	2751	137	40	83.319336	XFMR
4	1	22	1	2	0	1437	2835	242	40	-1	
5	1	22	1	2	1	1437	2835	242	40	96.462700	BUILDING
2	1	23	0	0	0	1788	3104	735	169	-1	
3	1	23	1	0	0	1788	3104	735	169	-1	
4	1	23	1	1	0	1788	3104	735	41	-1	
5	1	23	1	1	1	1788	3104	231	41	94.474297	CONDUIT
5	1	23	1	1	2	2058	3105	104	40	95.826218	AND
5	1	23	1	1	3	2206	3105	123	40	93.193680	WIRE
5	1	23	1	1	4	2374	3105	149	40	93.193680	SIZED
4	1	23	1	2	0	1897	3167	625	40	-1	
5	1	23	1	2	1	1897	3167	99	40	94.981613	PER
5	1	23	1	2	2	2043	3167	181	40	94.773582	UTILITY
5	1	23	1	2	3	2267	3167	255	40	95.841118	COMPANY
4	1	23	1	3	0	2117	3230	406	43	-1	
5	1	23	1	3	1	2117	3230	406	43	96.433731	REQUIREMENTS
2	1	24	0	0	0	2878	2077	1236	131	-1	
3	1	24	1	0	0	2882	2077	1232	127	-1	
4	1	24	1	1	0	2882	2077	78	48	-1	
5	1	24	1	1	1	2882	2077	78	48	20.093323	UU
4	1	24	1	2	0	2878	2126	1236	82	-1	
5	1	24	1	2	1	2878	2126	82	82	67.703384	aa
5	1	24	1	2	2	3010	2130	235	41	93.834259	EXISTING
5	1	24	1	2	3	3288	2130	396	40	95.486038	TRANSFORMER
5	1	24	1	2	4	3728	2130	68	40	96.447212	BY
5	1	24	1	2	5	3835	2130	279	40	96.079773	PROVIDER.
2	1	25	0	0	0	2534	2558	329	1	-1	
3	1	25	1	0	0	2534	2558	329	1	-1	
4	1	25	1	1	0	2534	2558	329	1	-1	
5	1	25	1	1	1	2534	2558	329	1	95.000000	 
2	1	26	0	0	0	2862	2540	16	37	-1	
3	1	26	1	0	0	2862	2540	16	37	-1	
4	1	26	1	1	0	2862	2540	16	37	-1	
5	1	26	1	1	1	2862	2540	16	37	46.710709	LY
2	1	27	0	0	0	3007	2662	1283	204	-1	
3	1	27	1	0	0	3011	2662	1279	200	-1	
4	1	27	1	1	0	3222	2662	947	58	-1	
5	1	27	1	1	1	3222	2662	274	58	89.188255	CT/METER
5	1	27	1	1	2	3544	2668	99	40	94.687599	PER
5	1	27	1	1	3	3690	2668	181	40	94.687599	UTILITY
5	1	27	1	1	4	3913	2668	256	41	95.927200	COMPANY
4	1	27	1	2	0	3007	2676	1283	190	-1	
5	1	27	1	2	1	3007	2676	618	190	0.000000	L__Reeurenents
5	1	27	1	2	2	3676	2731	141	40	91.022530	NEMA
5	1	27	1	2	3	3860	2731	65	40	83.390549	3R
5	1	27	1	2	4	3972	2730	318	41	96.640724	ENCLOSURE
2	1	28	0	0	0	2843	2931	75	2	-1	
3	1	28	1	0	0	2843	2931	75	2	-1	
4	1	28	1	1	0	2843	2931	75	2	-1	
5	1	28	1	1	1	2843	2931	75	2	95.000000	 
2	1	29	0	0	0	2844	2930	1	76	-1	
3	1	29	1	0	0	2844	2930	1	76	-1	
4	1	29	1	1	0	2844	2930	1	76	-1	
5	1	29	1	1	1	2844	2930	1	76	95.000000	 
2	1	30	0	0	0	2916	2930	1	76	-1	
3	1	30	1	0	0	2916	2930	1	76	-1	
4	1	30	1	1	0	2916	2930	1	76	-1	
5	1	30	1	1	1	2916	2930	1	76	95.000000	 
2	1	31	0	0	0	2843	3003	75	2	-1	
3	1	31	1	0	0	2843	3003	75	2	-1	
4	1	31	1	1	0	2843	3003	75	2	-1	
5	1	31	1	1	1	2843	3003	75	2	95.000000	 
2	1	32	0	0	0	2534	3186	329	1	-1	
3	1	32	1	0	0	2534	3186	329	1	-1	
4	1	32	1	1	0	2534	3186	329	1	-1	
5	1	32	1	1	1	2534	3186	329	1	95.000000	 
2	1	33	0	0	0	2879	1916	3	1464	-1	
3	1	33	1	0	0	2879	1916	3	1464	-1	
4	1	33	1	1	0	2879	1916	3	1464	-1	
5	1	33	1	1	1	2879	1916	3	1464	95.000000	 
2	1	34	0	0	0	2346	3450	431	2	-1	
3	1	34	1	0	0	2346	3450	431	2	-1	
4	1	34	1	1	0	2346	3450	431	2	-1	
5	1	34	1	1	1	2346	3450	431	2	95.000000	 
2	1	35	0	0	0	2550	3450	2	203	-1	
3	1	35	1	0	0	2550	3450	2	203	-1	
4	1	35	1	1	0	2550	3450	2	203	-1	
5	1	35	1	1	1	2550	3450	2	203	95.000000	 
2	1	36	0	0	0	2898	3736	311	1	-1	
3	1	36	1	0	0	2898	3736	311	1	-1	
4	1	36	1	1	0	2898	3736	311	1	-1	
5	1	36	1	1	1	2898	3736	311	1	95.000000	 
2	1	37	0	0	0	2385	3810	548	1	-1	
3	1	37	1	0	0	2385	3810	548	1	-1	
4	1	37	1	1	0	2385	3810	548	1	-1	
5	1	37	1	1	1	2385	3810	548	1	95.000000	 
2	1	38	0	0	0	2452	3856	430	2	-1	
3	1	38	1	0	0	2452	3856	430	2	-1	
4	1	38	1	1	0	2452	3856	430	2	-1	
5	1	38	1	1	1	2452	3856	430	2	95.000000	 
2	1	39	0	0	0	2385	3922	548	1	-1	
3	1	39	1	0	0	2385	3922	548	1	-1	
4	1	39	1	1	0	2385	3922	548	1	-1	
5	1	39	1	1	1	2385	3922	548	1	95.000000	 
2	1	40	0	0	0	928	3335	3571	895	-1	
3	1	40	1	0	0	928	3335	3571	895	-1	
4	1	40	1	1	0	2776	3335	1723	74	-1	
5	1	40	1	1	1	2776	3349	43	54	6.474552	-
5	1	40	1	1	2	2857	3349	267	60	0.000000	dysp.
5	1	40	1	1	3	3103	3311	43	102	0.000000	]
5	1	40	1	1	4	3180	3311	34	102	26.768326	,
5	1	40	1	1	5	3239	3336	146	40	96.532089	HEAVY
5	1	40	1	1	6	3429	3336	131	40	96.532089	DUTY
5	1	40	1	1	7	3604	3336	142	40	92.993164	NEMA
5	1	40	1	1	8	3789	3336	64	40	91.448654	3R
5	1	40	1	1	9	3899	3335	218	41	95.547661	SERVICE
5	1	40	1	1	10	4163	3335	336	41	95.547661	DISCONNECT
4	1	40	1	2	0	2776	3408	1708	46	-1	
5	1	40	1	2	1	2776	3440	1	10	21.639862	_
5	1	40	1	2	2	2828	3389	42	84	21.639862	\
5	1	40	1	2	3	2907	3414	118	40	73.469673	2004
5	1	40	1	2	4	3218	3408	244	40	93.852280	SUITABLE
5	1	40	1	2	5	3509	3408	99	40	93.852280	FOR
5	1	40	1	2	6	3655	3408	100	40	96.788139	USE
5	1	40	1	2	7	3797	3408	62	40	95.946892	AS
5	1	40	1	2	8	3905	3408	218	40	93.470840	SERVICE
5	1	40	1	2	9	4169	3408	315	43	92.254669	EQUIPMENT.
4	1	40	1	3	0	1419	3382	2854	169	-1	
5	1	40	1	3	1	1419	3438	220	109	0.000000	sNovoR
5	1	40	1	3	2	1680	3433	168	118	0.000000	bibe.
5	1	40	1	3	3	1887	3438	153	109	27.758049	Sree,
5	1	40	1	3	4	2119	3431	133	117	0.000000	octal
5	1	40	1	3	5	2282	3452	131	74	79.622955	—
5	1	40	1	3	6	2776	3452	242	73	0.000000	 D900A
5	1	40	1	3	7	3123	3382	188	156	11.137772	are
5	1	40	1	3	8	3360	3470	218	41	94.908791	SERVICE
5	1	40	1	3	9	3625	3447	336	83	95.519501	DISCONNECT
5	1	40	1	3	10	4003	3471	163	40	90.158363	SHALL
5	1	40	1	3	11	4210	3471	63	40	90.158363	BE
4	1	40	1	4	0	1434	3501	3053	127	-1	
5	1	40	1	4	1	1434	3570	40	39	13.129959	n
5	1	40	1	4	2	1521	3501	101	109	19.336357	(OR
5	1	40	1	4	3	1682	3542	196	68	41.262226	BG
5	1	40	1	4	4	1924	3509	116	104	15.329437	WiTH
5	1	40	1	4	5	2327	3541	34	2	69.427795	~
5	1	40	1	4	6	2394	3541	71	87	77.842674	43
5	1	40	1	4	7	2487	3569	52	59	33.232174	/o
5	1	40	1	4	8	2776	3552	43	53	71.232491	|
5	1	40	1	4	9	2902	3533	222	72	27.455206	yCLASS
5	1	40	1	4	10	3088	3509	93	100	0.000000	J/7~
5	1	40	1	4	11	3218	3533	380	40	96.196129	PERMANENTLY
5	1	40	1	4	12	3643	3533	211	40	96.658028	MARKED
5	1	40	1	4	13	3897	3533	59	40	96.047371	TO
5	1	40	1	4	14	4007	3533	225	40	96.047371	IDENTIFY
5	1	40	1	4	15	4276	3533	36	40	95.434891	IT
5	1	40	1	4	16	4352	3533	63	40	95.244232	AS
5	1	40	1	4	17	4457	3534	30	39	95.244232	A
4	1	40	1	5	0	1490	3595	2907	94	-1	
5	1	40	1	5	1	1490	3632	152	41	35.960258	VEC
5	1	40	1	5	2	1687	3632	210	41	0.000000	MMTICLE
5	1	40	1	5	3	1942	3632	98	40	42.450996	980
5	1	40	1	5	4	2500	3652	117	37	0.000000	oL
5	1	40	1	5	5	3218	3595	218	41	95.475395	SERVICE
5	1	40	1	5	6	3482	3595	336	41	95.475395	DISCONNECT
5	1	40	1	5	7	3862	3596	99	40	90.040833	PER
5	1	40	1	5	8	4009	3596	152	40	90.040833	N.E.C.
5	1	40	1	5	9	4209	3596	188	40	96.365875	230.66
4	1	40	1	6	0	2530	3703	1207	59	-1	
5	1	40	1	6	1	2530	3704	42	1	0.000000	-
5	1	40	1	6	2	3237	3710	27	40	78.249008	3
5	1	40	1	6	3	3306	3703	136	59	40.443230	#3/0
5	1	40	1	6	4	3485	3710	148	39	92.807022	XXHW
5	1	40	1	6	5	3672	3709	65	41	96.905380	CU
4	1	40	1	7	0	3237	3773	966	58	-1	
5	1	40	1	7	1	3237	3780	11	39	89.198456	1
5	1	40	1	7	2	3299	3779	61	52	89.198456	#3
5	1	40	1	7	3	3402	3779	65	40	95.434303	CU
5	1	40	1	7	4	3513	3779	98	41	95.545609	GND
5	1	40	1	7	5	3661	3780	42	39	91.403107	IN
5	1	40	1	7	6	3749	3773	91	47	90.911415	2”C
5	1	40	1	7	7	3883	3773	320	46	92.992142	APPROX.
5	1	40	1	7	8	4150	3755	56	84	89.778503	5’
4	1	40	1	8	0	971	3835	1483	87	-1	
5	1	40	1	8	1	971	3836	227	40	80.805305	PROVIDE
5	1	40	1	8	2	1241	3836	146	40	80.805305	NEMA
5	1	40	1	8	3	1430	3836	63	40	88.789818	3R
5	1	40	1	8	4	1537	3835	258	41	96.422783	JUNCTION
5	1	40	1	8	5	1841	3836	103	40	92.467613	BOX
5	1	40	1	8	6	1987	3836	399	39	9.930925	WITH
4	1	40	1	9	0	1089	3898	1015	41	-1	
5	1	40	1	9	1	1089	3898	229	41	96.157692	LANDING
5	1	40	1	9	2	1365	3898	130	40	96.097580	LUGS
5	1	40	1	9	3	1537	3898	106	40	95.064018	AND
5	1	40	1	9	4	1687	3898	99	40	94.049492	TAP
5	1	40	1	9	5	1830	3898	99	40	90.627251	FOR
5	1	40	1	9	6	1973	3898	131	40	90.627251	TVSS
4	1	40	1	10	0	946	3923	1668	178	-1	
5	1	40	1	10	1	946	4039	148	59	55.210186	(3)#4
5	1	40	1	10	2	1136	4046	111	40	93.190956	AWG
5	1	40	1	10	3	1289	4046	230	40	81.701271	XHHW-2
5	1	40	1	10	4	1562	4046	65	41	87.412933	CU
5	1	40	1	10	5	1673	4047	38	39	87.412933	&
5	1	40	1	10	6	1754	4046	90	52	84.819077	1#4
5	1	40	1	10	7	1886	4046	111	40	96.614418	AWG
5	1	40	1	10	8	2039	4046	65	40	96.614418	CU
5	1	40	1	10	9	2428	3923	28	163	75.995354	|
5	1	40	1	10	10	2512	4061	102	40	80.781006	BOA
4	1	40	1	11	0	928	4067	1647	148	-1	
5	1	40	1	11	1	928	4115	104	41	92.926674	GND
5	1	40	1	11	2	1076	4115	488	41	91.395973	MULTICONDUCTOR
5	1	40	1	11	3	1608	4115	255	41	96.343536	CABLE
5	1	40	1	11	4	1809	4092	63	83	95.115631	IN
5	1	40	1	11	5	1909	4109	195	59	48.183708	1-1/2”
5	1	40	1	11	6	2380	4067	35	148	92.186066	(
5	1	40	1	11	7	2513	4125	62	40	41.609100	OP
4	1	40	1	12	0	1087	4178	1609	52	-1	
5	1	40	1	12	1	1087	4178	411	40	33.459335	NON-—FERROUS
5	1	40	1	12	2	1541	4178	245	47	96.057419	CONDUIT,
5	1	40	1	12	3	1832	4179	109	39	95.251045	MAX
5	1	40	1	12	4	1984	4178	119	40	96.951317	WIRE
5	1	40	1	12	5	2428	4196	28	27	39.016396	0
5	1	40	1	12	6	2513	4189	183	41	26.624575	22kAIC
2	1	41	0	0	0	1662	4241	441	47	-1	
3	1	41	1	0	0	1662	4241	441	47	-1	
4	1	41	1	1	0	1662	4241	441	47	-1	
5	1	41	1	1	1	1662	4248	201	40	93.202621	LENGTH
5	1	41	1	1	2	1909	4241	194	47	21.842079	10’—-0”.
2	1	42	0	0	0	801	4335	1680	171	-1	
3	1	42	1	0	0	801	4335	1680	171	-1	
4	1	42	1	1	0	968	4335	1513	62	-1	
5	1	42	1	1	1	968	4335	445	58	90.310509	240/120V,
5	1	42	1	1	2	1304	4317	128	85	90.310509	1PH,
5	1	42	1	1	3	1459	4341	84	47	90.633537	3W,
5	1	42	1	1	4	1594	4341	125	40	96.334557	TYPE
5	1	42	1	1	5	1762	4341	27	40	92.805450	2
5	1	42	1	1	6	1832	4341	131	40	89.116844	TVSS
5	1	42	1	1	7	2012	4341	92	40	92.732315	PER
5	1	42	1	1	8	2129	4360	352	37	33.165031	———‘
5	1	42	1	1	9	2401	4317	79	85	4.314051	¢pp
4	1	42	1	2	0	801	4404	1303	40	-1	
5	1	42	1	2	1	801	4404	292	40	95.986488	MOTOROLA
5	1	42	1	2	2	1135	4404	99	40	95.031296	R56
5	1	42	1	2	3	1278	4404	326	40	95.031296	STANDARDS
5	1	42	1	2	4	1646	4404	106	40	95.831192	AND
5	1	42	1	2	5	1796	4404	308	40	95.831192	GUIDELINES
4	1	42	1	3	0	1180	4466	923	40	-1	
5	1	42	1	3	1	1180	4466	99	40	96.486275	FOR
5	1	42	1	3	2	1323	4466	445	40	90.797157	COMMUNICATION
5	1	42	1	3	3	1814	4466	289	40	95.762878	FACILITIES.
2	1	43	0	0	0	2441	4221	2	121	-1	
3	1	43	1	0	0	2441	4221	2	121	-1	
4	1	43	1	1	0	2441	4221	2	121	-1	
5	1	43	1	1	1	2441	4221	2	121	95.000000	 
2	1	44	0	0	0	2378	4340	128	2	-1	
3	1	44	1	0	0	2378	4340	128	2	-1	
4	1	44	1	1	0	2378	4340	128	2	-1	
5	1	44	1	1	1	2378	4340	128	2	95.000000	 
2	1	45	0	0	0	2505	4340	1	76	-1	
3	1	45	1	0	0	2505	4340	1	76	-1	
4	1	45	1	1	0	2505	4340	1	76	-1	
5	1	45	1	1	1	2505	4340	1	76	95.000000	 
2	1	46	0	0	0	2378	4340	2	77	-1	
3	1	46	1	0	0	2378	4340	2	77	-1	
4	1	46	1	1	0	2378	4340	2	77	-1	
5	1	46	1	1	1	2378	4340	2	77	95.000000	 
2	1	47	0	0	0	2378	4415	128	2	-1	
3	1	47	1	0	0	2378	4415	128	2	-1	
4	1	47	1	1	0	2378	4415	128	2	-1	
5	1	47	1	1	1	2378	4415	128	2	95.000000	 
2	1	48	0	0	0	704	4709	531	40	-1	
3	1	48	1	0	0	704	4709	531	40	-1	
4	1	48	1	1	0	704	4709	531	40	-1	
5	1	48	1	1	1	704	4709	233	40	91.803604	SHELTER
5	1	48	1	1	2	981	4709	254	40	95.445511	EXTERIOR
2	1	49	0	0	0	3415	4422	692	128	-1	
3	1	49	1	0	0	3415	4422	692	128	-1	
4	1	49	1	1	0	3415	4422	589	59	-1	
5	1	49	1	1	1	3415	4429	116	40	72.157051	—3
5	1	49	1	1	2	3573	4422	136	59	90.215706	#3/0
5	1	49	1	1	3	3752	4429	148	39	91.963837	XXHW
5	1	49	1	1	4	3939	4428	65	41	96.874809	CU
4	1	49	1	2	0	3504	4492	603	58	-1	
5	1	49	1	2	1	3504	4499	11	39	94.381546	1
5	1	49	1	2	2	3566	4498	61	52	94.381546	#3
5	1	49	1	2	3	3669	4498	65	40	95.458183	CU
5	1	49	1	2	4	3780	4498	98	41	95.141670	GND
5	1	49	1	2	5	3928	4499	42	39	92.922821	IN
5	1	49	1	2	6	4016	4492	91	47	45.201698	2”C
2	1	50	0	0	0	2146	4862	377	109	-1	
3	1	50	1	0	0	2146	4862	377	109	-1	
4	1	50	1	1	0	2146	4862	377	59	-1	
5	1	50	1	1	1	2146	4862	243	59	3.543663	200A/2P.
5	1	50	1	1	2	2431	4869	92	40	95.581192	ATS
4	1	50	1	2	0	2211	4931	312	40	-1	
5	1	50	1	2	1	2211	4931	63	40	96.773926	BY
5	1	50	1	2	2	2317	4931	206	40	96.773926	OTHERS
2	1	51	0	0	0	1845	5349	852	58	-1	
3	1	51	1	0	0	1845	5349	852	58	-1	
4	1	51	1	1	0	1845	5349	852	58	-1	
5	1	51	1	1	1	1845	5349	76	58	89.875755	(3)
5	1	51	1	1	2	1965	5349	136	58	73.510117	#3/0
5	1	51	1	1	3	2144	5356	38	39	90.953217	&
5	1	51	1	1	4	2224	5349	68	58	95.166611	(1)
5	1	51	1	1	5	2337	5355	62	52	69.016937	#4
5	1	51	1	1	6	2440	5355	29	41	69.016937	G
5	1	51	1	1	7	2512	5377	34	2	77.948982	=
5	1	51	1	1	8	2592	5349	105	47	62.693855	2°C.
2	1	52	0	0	0	3412	4453	4	482	-1	
3	1	52	1	0	0	3412	4453	4	482	-1	
4	1	52	1	1	0	3412	4453	4	482	-1	
5	1	52	1	1	1	3412	4453	4	482	95.000000	 
2	1	53	0	0	0	4599	4694	80	3	-1	
3	1	53	1	0	0	4599	4694	80	3	-1	
4	1	53	1	1	0	4599	4694	80	3	-1	
5	1	53	1	1	1	4599	4694	80	3	95.000000	 
2	1	54	0	0	0	4676	4692	3	82	-1	
3	1	54	1	0	0	4676	4692	3	82	-1	
4	1	54	1	1	0	4676	4692	3	82	-1	
5	1	54	1	1	1	4676	4692	3	82	95.000000	 
2	1	55	0	0	0	4599	4694	2	80	-1	
3	1	55	1	0	0	4599	4694	2	80	-1	
4	1	55	1	1	0	4599	4694	2	80	-1	
5	1	55	1	1	1	4599	4694	2	80	95.000000	 
2	1	56	0	0	0	4580	4772	99	2	-1	
3	1	56	1	0	0	4580	4772	99	2	-1	
4	1	56	1	1	0	4580	4772	99	2	-1	
5	1	56	1	1	1	4580	4772	99	2	95.000000	 
2	1	57	0	0	0	4530	4886	131	2	-1	
3	1	57	1	0	0	4530	4886	131	2	-1	
4	1	57	1	1	0	4530	4886	131	2	-1	
5	1	57	1	1	1	4530	4886	131	2	95.000000	 
2	1	58	0	0	0	2973	4954	1580	2	-1	
3	1	58	1	0	0	2973	4954	1580	2	-1	
4	1	58	1	1	0	2973	4954	1580	2	-1	
5	1	58	1	1	1	2973	4954	1580	2	95.000000	 
2	1	59	0	0	0	2879	3584	3	1442	-1	
3	1	59	1	0	0	2879	3584	3	1442	-1	
4	1	59	1	1	0	2879	3584	3	1442	-1	
5	1	59	1	1	1	2879	3584	3	1442	95.000000	 
2	1	60	0	0	0	2858	5010	138	3	-1	
3	1	60	1	0	0	2858	5010	138	3	-1	
4	1	60	1	1	0	2858	5010	138	3	-1	
5	1	60	1	1	1	2858	5010	138	3	95.000000	 
2	1	61	0	0	0	2994	5010	2	130	-1	
3	1	61	1	0	0	2994	5010	2	130	-1	
4	1	61	1	1	0	2994	5010	2	130	-1	
5	1	61	1	1	1	2994	5010	2	130	95.000000	 
2	1	62	0	0	0	2872	5013	557	163	-1	
3	1	62	1	0	0	2872	5013	557	163	-1	
4	1	62	1	1	0	2872	5013	111	28	-1	
5	1	62	1	1	1	2872	5024	17	17	12.360659	©
5	1	62	1	1	2	2965	5013	18	28	15.054417	fo
4	1	62	1	2	0	2890	5026	539	150	-1	
5	1	62	1	2	1	2890	5026	98	103	0.000000	\J
2	1	63	0	0	0	3406	5221	510	79	-1	
3	1	63	1	0	0	3406	5221	510	79	-1	
4	1	63	1	1	0	3406	5221	510	79	-1	
5	1	63	1	1	1	3406	5221	69	62	46.516453	|
5	1	63	1	1	2	3496	5255	185	45	41.564781	RS435,
5	1	63	1	1	3	3728	5255	25	38	94.966087	2
5	1	63	1	1	4	3798	5255	118	39	95.862175	WIRE
2	1	64	0	0	0	3496	5314	744	111	-1	
3	1	64	1	0	0	3496	5314	744	111	-1	
4	1	64	1	1	0	3496	5314	741	58	-1	
5	1	64	1	1	1	3496	5314	386	58	91.060738	W/GROUND
5	1	64	1	1	2	3827	5298	67	79	91.223518	IN
5	1	64	1	1	3	3930	5298	165	79	65.742424	3/4C DESCRIPTION VA cnc | BKR | POSN L1 L2 POSN | BKR | ome VA DESCRIPTION
nic 1 1800 2 c 1800
SPD-1 (TVSS) 60 30 RECTIFIER #1
3 1800 4 c 1800
5 1800 6 c 1800
30 RECTIFIER #2
7 1800 8 c 1800
9 1800 10 c 1800
POWER FAIL (note 2) 20 30 RECTIFIER #3
11 1800 12 c 1800
ALARM (note 2) 100 nic 20 13 1900 14 Cc 1800
30 RECTIFIER #4
PRO-INERT (note 2) 100 nic 20 15 1900 16 c 1800
® MOTOROLA SOLUTIONS
CARD READER (note 2) 100 nic 30 17 1900 18 c 1800
30 RECTIFIER #5
LIGHTS (note 3) 400 c 20 19 2200 20 c 1800 1303 EAST ALGONQUIN ROAD
INVERTER #1 (note 2) 1500 20 21 1500 22 RECTIFIER #6 (note 1) SCHAUMBURG, ILLINOIS 60196
30 TELEPHONE: 847.576.5000
INVERTER #2 (note 2) 1500 20 23 1500 24
WWW.MOTOROLASOLU TIONS.COM
DEHYDRATOR (note 2) 600 20 25 780 26 20 n/c 180 TELCO BOARD
20 27 100 28 20 100 GEN. BATT. CHARGER
RECEPTS-GEN PURPOSE 1800 20 29 3048 30 1248
30 GEN. BLOCK HEATER
RECEPTS-RACK ROW 540 20 31 1788 32 1248
RECEPTS-RACK ROW 540 20 33 852 34 20 312 EF-1
2880 35 3420 36 20 540 RECEPTS-RACK ROW
HVAC #1 (note 3) 30
2880 37 2880 38 20 SPARE
2880 39 2880 40 20 SPARE
HVAC #2 (note 3) 30 COMMUNICATIONS SERVICES, ING
2880 At 2880 42 20 SPARE
14350 N. 87th ST., STE. 145
43 44
SCOTTSDALE, AZ 85260
PHASE TOTALS (VA): | 241440 19188
PHONE: 480.291.6824
CURRENT PER PHASE (A): | 200 185 Amperes/phase cannot exceed main breaker rating
PANEL TOTAL (VA): 40328 Legend: c = continuous, nc = non-continuous
PE SEAL
PANEL CAPACITY (kVA): 48.0 CONNECTED LOAD (kVA): | 40.3
PANEL LOADING (100% non-cont. load) (kVA): 0.0
PANEL LOADING (125% continuous load) (kVA): 46.2
PANEL LOADING (TOTAL) (kVA): 46.2
SPARE CAPACITY (kVA): 1.8
NOTES:
1. NON-COINCIENT LOAD, CANNOT OPERATE UNLESS OTHER RECTIFIERS ARE NOT OPERATING.
2. COORDINATE EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH ON-SITE PROJECT MANAGER CONNECT
PER NAME PLATE RATING
3. PANEL SCHEDULE TOTAL INCLUDES DEMAND FACTOR FOR LARGEST MOTOR AND CONTINUOUS LOADS
MCW PANEL SCHEDULE
DESIGNER: JASON NGO
SUBMITTALS
REV.| DATE DESCRIP TION BY
QO | 04.24.17 REVIEW AW
1 | 05.10.17 COMMENTS AW
2 | 05.16.17 COMMENTS AW
NEW 200A 120/240V, 1¢ PANTROL THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT
NEW 200A 120/240V, 16 MTS WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
NEW 45kW PLOT DATE: 9/19/17
/ GENERATOR
SITE_CODE:
3 43/0 XXHW CU
FISH
#3 CU GND IN 2”C
NEW 200/2
NN
O le,
SITE NAME:
FOR
START-UP AND CONTROL. G FISH CREEK FILL
APPROX. 3 KFS
(REFER TO GENERATOR
;
Oo DD W®™— cal
SPECS. FOR DETAIL)
°
NEW SITE ADDRESS:
2002
LATITUDE: 33° 31 59.5” N
NEW LONGITUDE: 111° 18 51.93” W
— “1 A.W.G. CU.,
| _ {30/2 10 A. W. G. = 1°C MILE POST 222 TOP/FISH
> GROUND, BOND
TO GROUND RING. CREEK HILL CX
NEW APACHE TRAIL, AZ 85119
120/240V, 1PH, 3W, TYPE 1 [20/1 10 A.W. G. - 1°C
A
TVSS PER MOTOROLA R56
SHEET TITLE:
STANDARDS FOR GUIDELINES
FOR COMMUNICATION
SPD 35mm (1-1/4") C
FACILITIES. 22KAIC / 10KAIC ONE LINE DIAGRAM
REMOTE PANEL
SERIES RATED
NEW PANEL ”A”
Lo
SHEET NUMBER:
SINGLE_LINE_ DIAGRAM
ae
SCALE : NTS

LEGEND:
t-TGB TINNED SOLID ALLOY 110 COPPER TOWER /ANTENNA BUS BAR BONDED TO TOWER
Lace STEEL.
permission
Ff @ TINNED SOLID ALLOY 110 COPPER EXTERNAL GROUND BUS BAR.
written
a _& SOLID ALLOY 110 COPPER MAIN GROUND BUS BAR.
prior
's
& GROUND ROD WITH TEST WELL, REFER DETAIL 6 ON SHEET G—2.
ADWCOMM
© 5/8” DIA. x 10° COPPER CLAD GROUND ROD. REFER DETAIL 5 ON SHEET G—2. ® MOTOROLA SOLUTIONS
1303 EAST ALGONQUIN ROAD
— —G— — GROUND RING, REFER DETAIL 4 ON SHEET G2.
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
° EXOTHERMIC WELD OR IRREVERSIBLE HIGH—-COMPRESSION CRIMP. WWW.MOTOROLASOLU TIONS.COM
format
a MECHANICAL CONNECTION.
any
in
GENERAL NOTES:
reproduced
A. THESE DRAWINGS REPRESENT THE GENERAL EXTENT AND ARRANGEMENT OF SYSTEMS, BUT ARE
NOT TO BE CONSIDERED FABRICATION DRAWINGS. COORDINATE WITH OTHER TRADES, AND
or COMMUNICATIONS SERVICES, ING
PROVIDE EACH SYSTEM COMPLETE, INCLUDING ALL NECESSARY COMPONENTS, FITTINGS AND
OFFSETS. 14350 N. 87th ST., STE. 145
disclosed
SCOTTSDALE, AZ 85260
INSTALL SYSTEMS SUCH THAT REQUIRED CLEARANCE AND SERVICE ACCESS SPACE IS PROVIDED PHONE: 480.291.6824
AROUND ALL MECHANICAL AND ELECTRICAL EQUIPMENT, AND AROUND ANY COMPONENTS WHICH
used,
REQUIRE SERVICE ACCESS. PE SEAL
be
PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPER SUPPORT OF ALL SYSTEMS.
cannot
REFER TO G-2 & G—3 FOR GROUNDING DETAILS.
It
project. ALL METALLIC SURFACES SHALL BE PREPARED PRIOR TO BONDING, COLD GALV. SPRAY SHALL
BE USED ON ANY EXOTHERMIC WELD TO PREVENT CORROSION, ANY AREA TO BE COLD GALV.
SPRAY SHALL BE TAPED OFF PRIOR TO APPLICATION.
specific
a
on
use CONSTRUCTION KEYED NOTES: (#)
for
GROUNDING ELECTRODE CONDUCTOR SYSTEM (GROUND RING), #2 AWG SOLID BARE TINNED
solely COPPER CONDUCTOR. GROUNDING ELECTRODE CONDUCTOR SHALL BE BURIED 30” BELOW
GRADE WHERE APPLICABLE. ABOVE GRADE GROUNDING ELECTRODE CONDUCTOR TO BE DESIGNER: JASON NGO
ROUTED IN FLEXIBLE NON-METALLIC LIQUID TIGHT CONDUIT & FASTENED TO CONCRETE
information SURFACE EVERY 3’ MAX. FASTENERS SHALL BE FLEXIBLE CONDUIT HALF STRAPS SUBMITTALS
w/ 1/4’ x 2” (L) RED HEAD HAMMER-SET NAIL DRIVE ANCHOR OR EQUIV. (TYP.)
MASTER GROUND BUS BAR, SEE DETAIL 6 ON SHEET G-3. REV.| DATE DESCRIP TION BY
SURGE ARRESTOR TRAPEZE, SEE DETAIL 10 ON SHEET G-2
QO | 04.24.17 REVIEW AW
contains
5/8” DIA. x 10° LONG COPPER CLAD GROUND ROD PLACED MINIMUM EVERY 10’ APART (TYP.).
1 | 05.10.17 COMMENTS AW
SEE DETAIL 5 ON SHEET G—2.
and ANCILLARY METALLIC EQUIPMENT. BOND TO BUILDING GROUND RING WITH #2 AWG SOLID 2 | 05.16.17 COMMENTS AW
TINNED BARE COPPER CONDUCTOR (TYP). SEE DETAIL 8 IN SHEET G2.
PROVIDE A GROUND LEAD FROM THE GROUND RING TO THE GENERATOR FRAMING. BONDING
ADWCOMM ON THE GENERATOR FRAMING SHALL BE MECHANICAL ONLY.
BOND MONOPOLE BASEPLATE (AT MANUFACTURER INSTALLED BONDING TAB) TO GROUND RING.
UNDER NO CIRCUMSTANCES WILL EXOTHERMIC WELDING BE PERMITTED ON THE MONOPOLE THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of TRUNK, TYPICAL 3 LOCATIONS. SEE DETAIL 9 ON SHEET G—2.
ANY USE OR DISCLOSURE OTHER THAN THAT
BUILDING A/C UNIT. BOND TO GROUND RING WITH #2 AWG SOLID TINNED
item WHICH RELATES TO MARICOPA COUNTY’S
BARE COPPER CONDUCTOR. BONDING ON THE BUILDING A/C UNIT HOUSING SHALL BE P25 RADIO SYSTEM INFRASTRUCTURE
MECHANICAL ONLY (TYP.). SEE DETAIL 8 ON SHEET G2. UPGRADE IS STRICTLY PROHIBITED.
proprietary BOND BOLLARD TO BUILDING GROUND RING AND GROUND RADIAL (TYP.), SEE DETAIL 6 ON
SHEET A—5. PLOT DATE: 9/19/17
10. BOND TOWER GROUND RING TO BUILDING GROUND RING (TYP OF 2 CONNECTIONS).
a
is 11. BOND METER, DISCONNECT & PANTROL FRAMING TO GROUND RING SITE_CODE:
12. SERVICE GROUND ROD
13. TEST WELL FISH
document
14. BOND GPS ANTENNA PIPE TO GROUND RING WITH #2 AWG (TYP.)
15. EQUIPMENT ROOM IPGB IS TO BE BONDED TO THE NEW MASTER GROUND BUS BAR
SITE NAME:
This 16. GENERATOR ROOM HALO IS TO BE BONDED TO EQUIPMENT ROOM IPGB (TYP. OF 2
CONNECTIONS) FISH CREEK FILL
17. BOND CABLE TRAY TO MASTER GROUND BAR WITH #2 AWG
TYP.
18. #6 AWG THHN COPPER CONDUCTOR CABLE LADDER CORNER JUMPER (TYP.), SEE DETAIL 7 ON
(ADWCOMM).
SHEET G-3 SITE ADDRESS:
19. BOND ELECTRICAL BOX FRAMING TO IPGB WITH #2 AWG, SEE DETAIL 10 ON SHEET G-3
20. HORSESHOE IPGB BREAK LOCATION, 6” CLEARANCE MINIMUM LATITUDE: 33° 31 59.5” N
21. BOND METAL DOOR FRAMING TO GROUND IPGB & HALO, SEE DETAIL 9 ON SHEET G-3. LONGITUDE: 111° 18 51.93” W
INC
22. BOND HVAC VENT TO IPGB WITH #2 AWG (TYP.) MILE POST 222 TOP/FISH
25. EQUIPMENT GROUND BUS CONDUCTOR, #2 AWG OR COARSER, IS TO BE BONDED TO THE CREEK HILL CX
Services, BUILDING MASTER GROUND BUS BAR (MGB) (TYP.) APACHE TRAIL, AZ 85119
24. BATTERY GROUND BUS CONDUCTOR PER MANUFACTURER SPECS, IS TO BE BONDED TO THE
BUILDING MASTER GROUND BUS BAR (MGB) SHEET TITLE:
20. TELCO GROUND BUS BAR TO BE BONDED TO (MGB) WITH #2 AWG
26. BOND WROUGHT IRON FENCE CORNER POST TO BUILDING GROUND RING (TYP.) WITH #2 AWG
Communications GROUNDING PLAN
2/. BOND EXHAUST FRAMING TO IPGB OR HALO (TYP.), SEE DETAIL 1 ON SHEET G-2
OADW SHEET NUMBER:
GG
Copyright
GROUNDING PLAN

DETAIL KEYED NOTES: (4)
TYPICAL INTERIOR LAYOUT KEYED NOTES:(#)
1, SHELTER
& FINISHED FLOOR
2. EXTERIOR METALLIC EQUIPMENT
CONDUCTOR SUPPORT (TYPICAL)
permission 5 MECHANICAL BONDING CONNECTION
METAL DOOR FRAME
(TYPE YA-2)
OANRAN FLEXIBLE BONDING JUMPER FROM DOOR FRAME TO DOOR.
#2 AWG SOLID TINNED BARE COPPER
#6 AWG
WIRE GROUND CONDUCTOR ROUTED IN
written COMPRESSION LUG (TYPICAL)
FLEXIBLE NON-METALLIC LIQUID TIGHT
COMPRESSION H—TAP (TYPICAL) CONDUIT (CARFLEX)
prior COON VENTILATION LOUVER (TYPICAL)
FASTENED CARFLEX W/ HALF STRAPS
's PANELBOARD OR OTHER WALL MOUNTED EQUIPMENT ENCLOSURE
& M40 X 2” (L) RED HEAD
(TYPICAL)
HAMMER—SET NAIL DRIVE ANCHOR OR
10. #2 AWG IPGB
APPROVAL EQUAL
ADWCOMM 11. MASTER GROUND BAR 'MGB’ GROUND RING
CAA) MOTOROLA SOLUTIONS
12. NOT USED SO
EXOTHERMIC CONNECTION TO GROUND
135. ARRESTOR TRAPEZE KIT
RING (TYPE PT) 1503 EAST ALGONQUIN ROAD
14. CONDUIT ENTRY PORTS/PLATE REFER TO TELECOM DRAWINGS FINISHED GRADE SCHAUMBURG, ILLINOIS 60196
without
15. NOT USED TELEPHONE: 847.576.5000
16. CONNECTION THROUGH WALL. AT 45 DEGREE ANGLE WWW.MOTOROLASOLUTIONS.COM
17. EXOTHERMIC WELD
format
18. TO TOWER GROUND RING
19. GROUND ROD
any
SHELTER GROUND RING
in
NOTES:
reproduced 1. REFER TO GROUNDING ONE-LINE DIAGRAM FOR ADDITIONAL
INFORMATION.
2. THIS DETAIL IS DIAGRAMMATIC IN NATURE AND DEPICTS GROUNDING
or COMMUNIGATIONS SERVIGES, ING
OF AND CONNECTION TO MULTIPLE TYPES OF EQUIPMENT. PROVIDE
GROUNDING CONNECTIONS TO ALL PROPOSED EQUIPMENT PROVIDED 14350 N. 87th ST., STE. 145
disclosed UNDER THIS WORK AS INDICATED ON THIS DETAIL. WHERE GROUNDING SCOTTSDALE, AZ 85260
INFRASTRUCTURE IS EXISTING, VERIFY PERFORMANCE IN ACCORDANCE PHONE: 480.291.6824
NOT USED SCALE: N.T.S. EX. METALLIC EQUIP. BONDING SCALE: N.T.S.1 8
WITH MOTOROLA RS6 STANDARDS AND BOND TO PROPOSED
used,
GROUNDING ELEMENTS.
PE SEAL
be 5. REMOVE PAINT AND COATINGS FROM SURFACES BEFORE INSTALLING GROUND RING TRENCHING KEYED NOTES: (4) TEST WELL KEYED NOTES: (#4) TYPICAL MONOPOLE GROUNDING KEYED NOTES: (#4)
GROUND LUG.
cannot 1. BACKFILL PER SPECIFICATIONS 1. 10"¢x42” DEEP PVC SLOTTED GROUND TEST WELL WITH %@” THICK 1. MONOPOLE
2. FINISHED GRADE STEEL COVER (HARGER #360P42 OR EQUIVALENT) 2. EXOTHERMIC WELD TO MANUFACTURER INSTALLED BONDING TAB (TYP.)
It
— 3. #2 AWG SOLID TINNED BARE COPPER WIRE 2. FINISHED GRADE 3. FINISHED GRADE
© ~ 3. %’x18’ LONG COPPER CLAD GROUND ROD 4. OUTLINE OF TOWER FOUNDATION
project.
< 8) 4. #2 AWG SOLID TINNED BARE COPPER WIRE 5. #2/0 AWG SOLID TINNED BARE COPPER CONDUCTOR ROUTED IN
2 i 5. EXOTHERMIC WELD (TYPE PT) FLEXIBLE NON-METALLIC LIQUID TIGHT CONDUIT (CARFLEX) (TYP. OF
specific 7° 6. GROUND LEADS TO BE ROUTED THRU SLOTTED WELL 3)
= 7 5 7. #2 AWG SOLID TINNED BARE COPPER WIRE TEST LOOP ”OMEGA” (Q) | 6. GROUND RING
a 1 72-0) MAXs~_—~ EXTENSION: CADWELD AS CLOSE TO THE GROUND ROD AS POSSIBLE | 7. EXOTHERMIC CONNECTION TO GROUND RING (TYPE PT)
on (5)
a 8. GROUND ROD (TYP.)
use
for \ i ca) \ Zz —
\ _ \ q =
oS
solely
} ND z Z
x DESIGNER: JASON NGO
information
= SUBMITTALS
c GOGG COG
KLKQOOK KRESS
a = ROR CRE REV.| DATE DESCRIPTION | BY
-{3) (14 16 5 BEKS DIDS
(1) ~ RRA COO
04.24.17 REVIEW AW
contains } \ Ly QR” (6.
f : ~
_ GER RO 05.10.17} COMMENTS | AW
and LL NOTES: RRR UG)
<7) ~ 05.16.17 | COMMENTS — [AW
(5 RITTER
Ni
= | 1. DEPTH TO BE 30” OR 6” BELOW FROST LINE, WHICHEVER IS. GREATER.
G) | |
2. GROUND RINGS SHOULD CONSIST OF AT LEAST 20’ OF #2 AWG OR = r
ADWCOMM ;
20) “4 LARGER BARE COPPER CONDUCTOR.
~
(19) 7 —“|
3. BURY THE RINGS IN DIRECT CONTACT WITH SOIL. V THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item TYP. SHELTER GROUNDING SCALE: N.7.S.} 1 | GROUNDING LUG DETAIL SCALE: N.7.S.,}4 |] TEST WELL DETAILS SCALE: N.T.S. MONOPROLE GROUNDING DETAIL SCALE: N.T.S.| J WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
VOTE: GROUND ROD INSTALLATION KEYED NOTES: (#)
PORT ENTRY INSTALLATION (#)
proprietary
EYED NOTES: | PLOT DATE: 9/19/17
1. FINISHED GRADE
ERICO CADWELD MOLD
5	1	223	1	32	4	1059	4896	191	46	96.243584	TYPES”
5	1	223	1	32	5	1294	4902	185	40	96.270210	SHOWN
5	1	223	1	32	6	1525	4902	136	40	96.710266	HERE
5	1	223	1	32	7	1704	4902	101	40	96.192772	ARE
5	1	223	1	32	8	1848	4902	295	40	95.951126	EXAMPLES.
5	1	223	1	32	9	8261	4896	242	40	96.558990	BUILDING
5	1	223	1	32	10	8545	4896	174	40	87.691147	ENTRY
5	1	223	1	32	11	8758	4896	166	40	77.777176	INSIDE
5	1	223	1	32	12	8967	4896	121	40	77.777176	VIEW
4	1	223	1	33	0	2605	4923	5169	64	-1	
5	1	223	1	33	1	2605	4930	41	40	92.685699	2.
5	1	223	1	33	2	2717	4930	338	40	92.685699	EXOTHERMIC
5	1	223	1	33	3	3098	4929	340	41	96.133911	CONNECTION
5	1	223	1	33	4	3483	4923	156	59	96.133911	(TYPE
5	1	223	1	33	5	3682	4923	84	59	96.215233	GT)
5	1	223	1	33	6	7109	4947	11	39	58.854439	+.
5	1	223	1	33	7	7221	4946	216	41	91.530296	CHERRY
5	1	223	1	33	8	7476	4947	298	40	96.185860	INSULATOR
4	1	223	1	34	0	358	4968	6785	78	-1	
5	1	223	1	34	1	358	4968	249	41	95.686897	CONSULT
5	1	223	1	34	2	646	4969	117	39	95.667282	WITH
5	1	223	1	34	3	808	4969	242	40	95.667282	PROJECT
5	1	223	1	34	4	1089	4968	260	41	95.897972	MANAGER
5	1	223	1	34	5	1392	4969	67	40	96.140259	OR
5	1	223	1	34	6	1503	4968	412	41	96.140259	CONSTRUCTION
5	1	223	1	34	7	1960	4968	260	41	96.846947	MANAGER
5	1	223	1	34	8	2605	5003	27	40	29.505711	3
5	1	223	1	34	9	2718	4996	212	50	26.184273	5%’@xi0
a
is 78 OX LONG COPPER CLAD CROUND 2. PORT ENTRY (12 PORT) SITE_CODE:
FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. LAG SCREW INTO CEILING/STRUCTURE
ROD WITH EXOTHERMIC CONNECTION TO 3 TO INTERNAL PERIMETER
(3) GROUNDING CONDUCTOR SIZING STRUCTURAL MEMBER PER FISH
document GROUND RING GROUND BUS (IPGB)
MANUFACTURER SPECIFICATIONS
4 it kD AWG SOLID TINNED BARE COPPER
CONDUCTOR LENGTH IN | CONDUCTOR SIZE IN 4. INTERNAL MASTER GROUND
s
WIRE (GROUND RING 30” BELOW GRADE) /
LINEAR FT AWG /MCM BUS BAR (MGB) SITE NAME:
This 5. EXOTHERMIC CONNECTION TO GROUND |
5 CRIMPED TERMINAL & BOLT
RING (TYPE PT) s = ; = (12) FISH CREEK FILL
CD (MECHANICAL CONNECTION) ;
6. #2 AWG SOLID TINNED BARE COPPER 54 — 41 1 6. AWG BCW GROUND
i #2
(ADWCOMM).
SITE ADDRESS:
LATITUDE: 33° 31 59.5” N
7. #2 AWG COPPER MAIN EQUIPMENT 67 — 84 3/0 8. SURGE ARRESTOR COPPER on
LONGITUDE: 111° 18° 51.93” W
INC BONDING JUMPER r GROUND BAR RACK )
8. #2 AWG COPPER MAIN BONDING Z 65 — 105 4/0 (2) - MILE POST 222 TOP/FISH
9. SURGE SUPPRESSION KIT
JUMPER = °\ ES EO CREEK HILL CX
106 — 125 250 MCM 10. %° THR EADED ROD
Services, 9. DISCONNECT SWITCH % RORDHORDRORD ROR (9) 9 APACHE TRAIL, AZ 85119
fe
Gh | : 6 BG 00 MCN 1. CHANNEL NUT PADD
oo
s SHEET TITLE:
44
— 5	1	223	1	51	5	4589	6116	4	13	28.759232	,
5	1	223	1	51	6	5370	6090	75	40	78.846550	151
5	1	223	1	51	7	5497	6112	34	2	78.846550	—
5	1	223	1	51	8	5577	6090	91	40	96.605164	175
5	1	223	1	51	9	6144	6090	98	40	89.596428	350
5	1	223	1	51	10	6285	6090	111	40	91.208908	MCM
5	1	223	1	51	11	7109	6053	69	39	1.555119	ba
5	1	223	1	51	12	7259	6053	11	39	0.000000	P
5	1	223	1	51	13	7428	6053	226	39	90.005280	UNISTRU
5	1	223	1	51	14	7876	6052	140	43	93.919380	QUAL
5	1	223	1	51	15	8411	6080	546	75	0.000000	MOBIHORSHORTHOR:
5	1	223	1	51	16	9167	6048	107	107	81.764252	(8)
4	1	223	1	52	0	557	6127	8420	177	-1	
5	1	223	1	52	1	557	6218	130	38	86.441818	TYPE
5	1	223	1	52	2	731	6218	63	15	56.036797	GT
5	1	223	1	52	3	916	6218	129	38	38.856972	TYPE
5	1	223	1	52	4	1129	6218	275	38	0.000000	HS.—sTYPE
5	1	223	1	52	5	1448	6218	65	38	93.149017	XA
5	1	223	1	52	6	1993	6218	129	38	87.104759	TYPE
5	1	223	1	52	7	2166	6218	145	38	58.751778	YA-2
5	1	223	1	52	8	2610	6165	172	112	96.176620	NOTES:
5	1	223	1	52	9	4489	6127	161	177	69.550438	l@
5	1	223	1	52	10	5363	6176	89	40	60.638981	178
5	1	223	1	52	11	5497	6198	34	2	19.457121	=
5	1	223	1	52	12	5577	6176	99	40	59.661491	290
5	1	223	1	52	13	6144	6176	98	40	32.729412	eee
5	1	223	1	52	14	8065	6182	219	99	24.189487	3)-+
5	1	223	1	52	15	8302	6166	32	126	24.189487	|
5	1	223	1	52	16	8443	6170	534	94	0.000000	Kotertertes
4	1	223	1	53	0	662	6223	8295	43	-1	
5	1	223	1	53	1	662	6236	24	20	65.263512	c
5	1	223	1	53	2	731	6241	27	15	49.878471	OG
5	1	223	1	53	3	1021	6236	24	20	25.844799	Cc
5	1	223	1	53	4	1089	6227	65	29	36.656731	HO
5	1	223	1	53	5	1343	6231	25	8	0.000000	i
5	1	223	1	53	6	2057	6223	29	43	0.000000	I~
5	1	223	1	53	7	2241	6223	71	43	41.535271	—Zz
5	1	223	1	53	8	2791	6237	5	5	76.878448	:
5	1	223	1	53	9	8411	6235	15	14	41.004211	MH
5	1	223	1	53	10	8436	6228	78	28	0.000000	OiOHV
5	1	223	1	53	11	8575	6228	78	28	0.000000	OPievy
5	1	223	1	53	12	8714	6228	79	28	0.000000	O@ieyc
5	1	223	1	53	13	8853	6228	104	28	0.000000	im
4	1	223	1	54	0	2610	6233	6314	101	-1	
5	1	223	1	54	1	2610	6265	34	39	81.296890	1.
5	1	223	1	54	2	2723	6265	93	40	84.346405	ALL
5	1	223	1	54	3	2856	6264	314	41	92.782707	GROUNDING
5	1	223	1	54	4	3212	6265	106	40	95.814758	AND
5	1	223	1	54	5	3362	6264	236	41	95.620392	BONDING
5	1	223	1	54	6	3641	6265	66	39	95.620392	AT
5	1	223	1	54	7	3902	6233	22	101	60.609516	|
5	1	223	1	54	8	4413	6236	30	72	0.000000	N
5	1	223	1	54	9	5380	6262	82	40	92.628906	251
5	1	223	1	54	10	5514	6262	145	40	91.205620	—300
5	1	223	1	54	11	6143	6262	99	40	92.006927	600
5	1	223	1	54	12	6285	6262	111	41	92.006927	MCM
5	1	223	1	54	13	8335	6266	171	40	0.000000	CSP
5	1	223	1	54	14	8583	6288	202	6	0.000000	RDD
5	1	223	1	54	15	8861	6288	63	6	60.039551	SS
4	1	223	1	55	0	2723	6316	6254	52	-1	
5	1	223	1	55	1	2723	6327	96	40	95.464417	THE
5	1	223	1	55	2	2862	6327	220	40	96.522232	SERVICE
5	1	223	1	55	3	3124	6327	284	41	87.938751	ENTRANCE
5	1	223	1	55	4	3451	6327	168	40	95.652237	SHALL
5	1	223	1	55	5	4050	6318	69	46	84.218117	10°
5	1	223	1	55	6	4164	6326	101	38	87.028625	MIN.
5	1	223	1	55	7	8393	6316	207	52	0.154600	SS
5	1	223	1	55	8	8767	6316	10	10	26.759472	:
5	1	223	1	55	9	8967	6316	10	10	19.046745	:
4	1	223	1	56	0	1239	6326	5157	79	-1	
5	1	223	1	56	1	1239	6327	185	78	0.000000	—s
5	1	223	1	56	2	3908	6353	119	45	0.000000	a
5	1	223	1	56	3	4288	6326	139	78	20.466904	yy
5	1	223	1	56	4	5435	6354	30	34	94.616409	>
5	1	223	1	56	5	5505	6348	98	40	94.616409	300
5	1	223	1	56	6	6144	6348	98	40	91.410667	750
5	1	223	1	56	7	6285	6348	111	41	91.276390	MCM
5	1	223	1	56	8	8402	6365	91	26	0.000000	a
4	1	223	1	57	0	1163	6337	8108	141	-1	
5	1	223	1	57	1	1163	6370	86	108	28.524689	VA
5	1	223	1	57	2	1409	6374	89	103	44.348213	Ny
5	1	223	1	57	3	2722	6389	219	41	96.548691	COMPLY
5	1	223	1	57	4	2980	6390	116	39	96.168655	WITH
5	1	223	1	57	5	3142	6390	102	40	95.892021	NEC
5	1	223	1	57	6	3287	6390	202	47	95.705444	250.28,
5	1	223	1	57	7	4036	6388	76	45	58.269428	20’
5	1	223	1	57	8	4157	6395	122	38	94.664085	MAX.
5	1	223	1	57	9	8412	6389	544	57	13.190660	a
5	1	223	1	57	10	9004	6337	267	115	43.772934	-—(7)
4	1	223	1	58	0	1088	6425	7866	120	-1	
5	1	223	1	58	1	1088	6432	81	113	0.000000	vy
5	1	223	1	58	2	1488	6436	87	109	42.953621	Sy
5	1	223	1	58	3	2723	6452	202	47	89.795074	250.50,
5	1	223	1	58	4	2971	6452	202	47	93.485809	250.66,
5	1	223	1	58	5	3219	6452	202	47	93.485809	250.92,
5	1	223	1	58	6	8061	6425	170	107	52.764496	(4)
5	1	223	1	58	7	8310	6425	55	107	52.764496	4
5	1	223	1	58	8	8412	6428	542	117	0.000000	eeeeiniqesiacestass
4	1	223	1	59	0	1168	6506	7833	70	-1	
5	1	223	1	59	1	1168	6538	129	38	96.173531	TYPE
5	1	223	1	59	2	1341	6538	228	38	25.166855	5-ya™
5	1	223	1	59	3	2723	6512	302	58	91.229225	250.102(C)
5	1	223	1	59	4	3069	6519	38	39	85.272263	&
5	1	223	1	59	5	3150	6518	186	40	83.588600	250.56
5	1	223	1	59	6	8367	6550	20	22	95.207947	=
5	1	223	1	59	7	8412	6506	467	23	33.512691	eoo0o0000000ff/00000000
5	1	223	1	59	8	8893	6511	62	11	96.065620	000
5	1	223	1	59	9	8981	6550	20	22	73.858429	5
4	1	223	1	60	0	2610	6543	6319	133	-1	
5	1	223	1	60	1	2610	6584	41	40	95.763786	2.
5	1	223	1	60	2	2722	6584	314	41	95.764702	GROUNDING
5	1	223	1	60	3	3078	6584	204	40	95.829109	SYSTEM
5	1	223	1	60	4	3328	6584	330	41	96.333298	RESISTANCE
5	1	223	1	60	5	8458	6543	252	133	0.000000	aE
5	1	223	1	60	6	8828	6576	101	100	83.610649	(6)
4	1	223	1	61	0	2722	6647	619	40	-1	
5	1	223	1	61	1	2722	6647	42	40	87.657417	IS
5	1	223	1	61	2	2807	6647	63	40	87.657417	25
5	1	223	1	61	3	2912	6647	149	40	96.329384	OHMS
5	1	223	1	61	4	3103	6647	67	40	94.810402	OR
5	1	223	1	61	5	3214	6647	127	40	96.777618	LESS
4	1	223	1	62	0	336	6793	8926	66	-1	
5	1	223	1	62	1	336	6793	549	66	93.372322	EXOTHERMIC
5	1	223	1	62	2	913	6794	238	63	96.669594	WELD
5	1	223	1	62	3	1184	6793	336	66	96.474701	DETAILS
5	1	223	1	62	4	1996	6811	182	40	95.922310	SCALE:
5	1	223	1	62	5	2233	6811	149	40	0.000000	N.S.)
5	1	223	1	62	6	2446	6793	43	65	81.016068	2
5	1	223	1	62	7	2565	6793	366	65	29.543091	JGROUND
5	1	223	1	62	8	3006	6793	172	65	90.858665	ROD
5	1	223	1	62	9	3253	6793	299	65	93.257973	DETAIL
5	1	223	1	62	10	4248	6811	182	40	96.068993	SCALE:
5	1	223	1	62	11	4486	6793	255	65	6.647186	N.S.)
5	1	223	1	62	12	4795	6789	44	86	76.413994	|
5	1	223	1	62	13	4838	6793	261	65	85.452141	GRND.
5	1	223	1	62	14	5177	6793	547	65	95.582054	CONDUCTOR
5	1	223	1	62	15	5799	6793	184	65	94.702942	SIZE
5	1	223	1	62	16	6055	6793	300	65	91.599030	DETAIL
5	1	223	1	62	17	6394	6789	22	86	23.292551	—
5	1	223	1	62	18	6451	6789	29	86	57.182652	|
5	1	223	1	62	19	6500	6811	182	40	57.182652	SCALE:
5	1	223	1	62	20	6737	6811	149	40	30.668713	N.T.S.
5	1	223	1	62	21	7086	6793	291	65	91.604279	SURGE
5	1	223	1	62	22	7450	6793	469	65	90.482658	ARRESTOR
5	1	223	1	62	23	7994	6793	300	65	95.565887	DETAIL
5	1	223	1	62	24	8745	6811	182	40	91.660378	SCALE:
5	1	223	1	62	25	8982	6793	280	65	0.000000	N.T.S.}10
2	1	224	0	0	0	8715	6751	2	155	-1	
3	1	224	1	0	0	8715	6751	2	155	-1	
4	1	224	1	1	0	8715	6751	2	155	-1	
5	1	224	1	1	1	8715	6751	2	155	95.000000	 
2	1	225	0	0	0	9149	6751	2	155	-1	
3	1	225	1	0	0	9149	6751	2	155	-1	
4	1	225	1	1	0	9149	6751	2	155	-1	
5	1	225	1	1	1	9149	6751	2	155	95.000000	 
2	1	226	0	0	0	9333	4948	15	1921	-1	
3	1	226	1	0	0	9333	4948	15	1921	-1	
4	1	226	1	1	0	9333	4948	15	1921	-1	
5	1	226	1	1	1	9333	4948	15	1921	95.000000	 
2	1	227	0	0	0	9681	6564	441	39	-1	
3	1	227	1	0	0	9681	6564	441	39	-1	
4	1	227	1	1	0	9681	6564	441	39	-1	
5	1	227	1	1	1	9681	6564	168	39	95.397980	SHEET
5	1	227	1	1	2	9888	6564	234	39	96.621933	NUMBER:
2	1	228	0	0	0	9686	6658	438	152	-1	
3	1	228	1	0	0	9686	6658	438	152	-1	
4	1	228	1	1	0	9686	6658	438	152	-1	
5	1	228	1	1	1	9686	6658	438	152	30.178976	G2
2	1	229	0	0	0	9334	6856	1135	13	-1	
3	1	229	1	0	0	9334	6856	1135	13	-1	
4	1	229	1	1	0	9334	6856	1135	13	-1	
5	1	229	1	1	1	9334	6856	1135	13	95.000000	 
2	1	230	0	0	0	9294	285	19	6621	-1	
3	1	230	1	0	0	9294	285	19	6621	-1	
4	1	230	1	1	0	9294	285	19	6621	-1	
5	1	230	1	1	1	9294	285	19	6621	95.000000	 
2	1	231	0	0	0	293	6887	10213	23	-1	
3	1	231	1	0	0	293	6887	10213	23	-1	
4	1	231	1	1	0	293	6887	10213	23	-1	
5	1	231	1	1	1	293	6887	10213	23	95.000000	 
2	1	232	0	0	0	10454	322	17	4447	-1	
3	1	232	1	0	0	10454	322	17	4447	-1	
4	1	232	1	1	0	10454	322	17	4447	-1	
5	1	232	1	1	1	10454	322	17	4447	95.000000	 
2	1	233	0	0	0	10455	4948	15	1921	-1	
3	1	233	1	0	0	10455	4948	15	1921	-1	
4	1	233	1	1	0	10455	4948	15	1921	-1	
5	1	233	1	1	1	10455	4948	15	1921	95.000000	 
2	1	234	0	0	0	10491	285	18	6621	-1	
3	1	234	1	0	0	10491	285	18	6621	-1	
4	1	234	1	1	0	10491	285	18	6621	-1	
5	1	234	1	1	1	10491	285	18	6621	95.000000
Communications GROUNDING DETAILS
OADW
Copyright

ANTENNA GROUNDING KEYED NOTES: (#) WEATHERPROOFING KEYED NOTES: (#4) CABLE LADDER CORNER BONDING KEYED NOTES: (4) BONDING METHOD FOR METALLIC PIPES ANT #)
CONDUIT KEYED NOTES:
1. RF TRANSMISSION LINES (COAX) FROM ANTENNA 1. COAX 1. 2-HOLE LUG (BURNDY YA6C—2TC38) OR
2. % COAX JUMPER FROM ANTENNA 2. COAX TO JUMPER CONNECTION (TYP.) APPROVED EQUAL 1. TO MGB
permission 3. CONNECTOR WEATHERPROOFING KIT REFER TO DETAIL 4 ON THIS 3. JUMPER (TYP.) 2. #6 AWG THHN COPPER CONDUCTOR 2. IRREVERSIBLE COPPER CRIMP LUC
SHEET 4. 3M SCOTCH SUPER 33+ VINYL 3. CABLE RACK (ALSO KNOW AS C—TAP OR C—CLAMP)
4. ”SUREGROUND” GROUND KIT (TYP.), REFER TO DETAIL 4 ON THIS ELECTRICAL TAPE (OR EQUIVALENT) 4. CORNER CLAMP OR BOLT CONNECTOR
written SHEET FOR WEATHERPROOFING DETAILS 5. VAPOR WRAP. SEALANT 5. M4” LOCK WASHER & %4” WASHER 3. CONTINUOUS EQUIPMENT GROUNDING
5. ANTENNA CABLE TO SHELTER (TYP.) 6. SS 4%” —20 HEX NUT CONDUCTOR
prior 6. #6 AWG THHN COPPER CONDUCTOR 7. SS %’ —20 BOLT 4. ELECTRICAL CONDUIT OR METALLIC PIPE
7. TINNED SOLID ALLOY 110 COPPER ANTENNA GROUND BUS BAR 5. REMOVABLE TINNED SADDLE—TYPE
's
STAMPED WITH MC (OPTIONAL BOND DIRECTLY TO TOWER STEEL GROUND CLAMP
WITH ANGLE ADAPTER IF NO ANTENNA BUS BAR IS AVAILABLE) 6. INTERNAL PANEL BOARD
ADWCOMM
CAA) MOTOROLA 50) ONS
Or
NOTE:
1905 EAST ALGONQUIN ROAD
| NO SERIES OF DAISY CHAINS SHALL BE
2 USED. EACH PERIPHERAL DEVICE SHALL SCHAUMBURG, ILLINOIS 60196
without
| BE BONDED TO THE MGB, SSGB, OR TELEPHONE: = 847.576.5000
(2) INTERNAL PERIMETER GROUND BUS USING WWW.MOTOROLASOLUTIONS.COM
format oi AN INDIVIDUAL EQUIPMENT GROUNDING s
(3) CONDUCTOR.
any
in
reproduced NOTE:
DO NOT INSTALL CABLE
GROUND KIT AT A BEND AND
or COMMUNIGATIONS SERVIGES, ING
ALWAYS DIRECT GROUND WIRE
DOWN TO GROUND BAR. 14350 N. 87th ST., STE. 145
disclosed
SSONE. 4n0.DO1AROe
BONDING METHOD FOR METALLIC PHONE: 480.291.6824
ANTENNA GROUNDING DETAIL SCALE: N.S.) 1 | WEATHERPROOF DETAIL SCALE: N.T.S. CABLE LADDER CORNER BONDING |scALe: N.T.s. SCALE: N.T.S.J1 0
SIDES & CONDUIT DETAIL
used,
TOWER BUS BAR KEYED NOTES: (4) GROUND LUG KEYED NOTES:(#) BONDING TO GROUND BUS CONDUCTOR PE SEAL
be
KEYED NOTES:
cannot 1. COAX 1. NUT
2. COAX GROUNDING KIT 2. LOCK WASHER + . epuit cor
It 3. HEX BOLTS; APPROVED TWO HOLE LUG CONNECTION 3. NOT USED CROUND Pema 2. 10 MGB
WITH STAINLESS HARDWARE 4. BOLT 5. EQUIPMENT GROUNDING CONDUTORS
project. 4. SPLIT BOLT CONNECTION
4. EXOTHERMIC WELD 1/0 AWG STRANDED BARE 5. BURNDY GROUND LUG (SEE TABLE FOR
5. IRREVERSIBLE CRIMP CONNECTION
TINNED COPPER SIZE AND MODEL)
5. TINNED COPPER TOWER BUS BAR STAMPED WITH MC 6. HEAT SHRINK (CLEAR) (MUST BE LISTED FOR MULTIPLE
specific
CONNECTIONS)
7. GROUNDING CONDUCTOR
a 8. GROUND BUS BAR OR METALLIC
on BONDING SURFACE NOTE:
ROUTE ALL CONDUCTORS
use 9. BURNDY 2—HOLE LUG W/ LONG
TOWARDS THE MGB.
for BARREL FOR #6 AWG STRANDED (G3)
10. BARE WIRE TO BE NO—OXED AT BOTH
solely ENDS
11. HEAT SHRINK DESIGNER: JASON NGO
12. #6 AWG THHN COPPER WIRE UNACCEPTABLE METHOD
information
SUBMITTALS
:
THE RADIUS OF ANY BEND THE ANGLE OF ANY BEND REV.| DATE DESCRIPTION | BY
BURNDY LUG OR APPROVED EQUAL SHALL NOT BE LESS THAN SHALL NOT BE LESS THAN 90 0 | 04.24.17 REVIEW AW
contains ae,
PART 205 MM (8 IN.) BECREES
WIRE SIZE if BOLT SIZE | os rp 1 | 05.10.17 COMMENTS AW
and #6 AWG YA6C—271C38 | 3/8” — 16 NC S 3 BOLT 2 | 05.16.17 COMMENTS AW
#2 AWG SOLID YA3C—21C38 | 3/8” — 16 NC S 3 BOLT
#2 AWG STRANDED | YA2C—2TC381| 3/8” — 16 NC S 3 BOLT
ADWCOMM
#2/0 AWG YA26—21C38 | 3/8” — 16 NC S 3 BOLT
ACCEPTABLE METHOD THE INFORMATION CONTAINED IN THIS SET
7
#4 /O AWG YA2Z8—2N 1/2” — 16 NC S 3 BOLT OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
ACCEPTABLE GROUND BONDING TO GROUND BUS
item TOWER GROUND BUS BAR DETAIL SCALE: N.T.S. 2 |GROUNDING LUG DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. U WHICH RELATES TO MARICOPA COUNTY’S
CONDUCTOR BEND DETAIL CONDUCTOR DETAIL P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
EXTERNAL GROUND BUS BAR KEYED NOTES: (4) MASTER GROUND BUS BAR (MSG) KEYED NOTES: (4) FLEXIBLE BONDING JUMPER KEYED NOTES: (#4) IPGP_RING AROUND TAP KEYED NOTES: (#)
proprietary
| PLOT DATE: 9/19/17
1. RF TRANSMISSION LINE (COAX) 1. GROUND LEADS FROM CABINETS & RACKS 1. #6 AWG THHN COPPER WIRE TO IPGB 1. C-TAP (BURNDY YGHC26C2) OR APPROVED EQUAL
a 2. COAX GROUNDING KIT 2. SECOND OUTSIDE POSITION SHALL ALWAYS BE THE SURGE 2. 2-HOLE LUG (BURNDY YA6C—2TC38) OR APPROVED EQUAL 2. #2 AWG STRANDED NON—JACKETED
is 5. PORT ENTRY SHALL BE GROUNDED TO EXTERNAL GROUND BUS BAR SUPPRESSION RACK GROUND 3. 2/0 AFLEXIBLE BONDING JUMPER 3. #6 GRN, 8” MIN BEND RADIUS AT ALL AXES STE CODE.
(EGB) 5. OUTSIDE POSITION OF IGB SHALL ALWAYS BOND TO EXISTING 4. HINGE LINE 4. GROUND CONDUCTOR OR ”’LEAD” FISH
document
TINNED BARE COPPER CONDUCTOR (IF MOUNTED TO SHELTER) 4. CAD WELD #2 AWG TINNED SOLID BARE COPPER WIRE OR 6. METAL DOOR FRAME
5. CAD WELD #2 AWG SOLID TINNED BARE COPPER CONDUCTOR OR APPROVED 2—HOLE LUG PER R56 STANDARDS TO OUTSIDE = DOOR TRIM 1) SITE NAME:
This
APPROVED IRREVERSIBLE CRIMPING PER R56 STANDARDS GROUND; WALL PENETRATION TO BE 45°
6. 4”x20” BARE OR TINNED SOLID ALLOY 110 COPPER GROUND BUS BAR| 5. 4°x20” COPPER GROUND BUS BAR STAMPED WITH MC FISH CREEK. HILL
STAMPED WITH MC 6. HEX BOLTS W/ FLAT AND LOCK WASHERS; TWO HOLES PER 1) -(2)
7. HEX BOLTS W/ FLAT AND LOCK WASHERS; 2—HOLES PER LUG LUG CONNECTION
(ADWCOMM).
CONNECTION SITE_ADDRESS:
6)
8. OUTSIDE POSITION OF EGB SHALL ALWAYS BE GPS #2 AWG SOLID _
UATITUDE: 33° 31° 59.5" N
TINNED BARE COPPER CONDUCTOR (IF MOUNTED TO SHELTER) - G8 ##§&*+$=$=j+-~-- LONGITUDE: 51.93”
111° 18° W
INC 9. SECOND OUTSIDE POSITION SHALL ALWAYS BE THE ICE BRIDGE | Ss POST
(2) MILE 299 TOP /FISH
CONNECTION (IF APPLICABLE)
Oo CREEK MILL cx
Services, | APACHE TRAIL, AZ 85119
O O SHEE T TITLE:
TTT TTT
@ Of fe
ee 5 rs
BS eo _
Communications GROUNDING DETAILS
BS rr
;
: ree BY ff a
OADW a LP SuEET NUMBER.
RB
20
;
Copyright
EX. METALLIC EQUIP. BONDING scale: NTS.) S| MASTER GROUND BUS BAR scale: nts. DOOR FRAME GROUNDING DETAIL. IScALe: N.T.sS. IPGB C—-TAP DETAIL SCALE: N.T.S./1 2