ATTACHMENT B SGLK 100% CD_10.17.17 SS.PDF

Maricopa County — Formal (2018-09-19)
Extracted text (via tesseract_tsv) 212892 characters
Attachment B
4 >
GENERAL NOTES APPROVAL BOX
THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT AS SET FORTH IN THE DEPARTMENT: SIGNATURE: DATE:
permission CONSTRUCTION DRAWINGS, CONTRACT DOCUMENTS AND THE COMPLETE SCOPE R I CoO
OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED 7,2) MC MGR., WIRELESS SYSTEMS
THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND SPECIFICATIONS ae, ae aS 7
SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND pa eee © MOT. PROJECT DIRECTOR -
written BUSEY
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE NA
MOT. — SR. PROJECT MANAGER
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE
prior
ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO | MOT. PROJECT CM
THE SUBMISSION OF THE CONTRACTOR’S PROPOSAL. IN THE EVENT OF
WO ENON MANAGES
DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR .
ADWCOMM''s EXTENSIVE WORK UNLESS OTHERWISE DIRECTED. ADW PROJECT MANAGER
(Q) mororoia eo) mone
eee
CODE COMPLIANCE
1303 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN NOTES 7
PROJECT
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS WW MOTOSOLASOLU NON 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 (130) AMENDMENTS PO5 RADIO SYSTEM INFRASTRUCTURE UPGRADE [J+ the racury is uwanneo wit RestaicreD access
any
2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ADMENDMENTS EQUIPMENT ROOM/SHELTER AND WILL BE USED FOR THE
in 2012 INTERNATIONAL MECHANICAL CODE (IMC) ADMENDMENTS TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
2012 INTERNATIONAL FUEL GAS CODE (IFGC) ADMENDMENTS N TECHNICIAN. WILL VISIT THe. SiTe APPROXIMATE
2 ONCE A
reproduced
xr TT ONAL ELECTRICAL CODE (NEG) AOMCNONERTS SITE CODE: SITE NAME: MONTH FOR ROUTINE INSPECTION AND MAINTENANCE AND. THE
WORK ASSOCIATED WITH ANY EQUIPMENT IS NOT TYPICALLY
or 2012 INTERNATIONAL FIRE CODE (IFC) ADMENDMENTS PERFORMED BY PERSONS WITH. DISABILITIES. COMMUNICATIONS SERVICES, ING
2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) ADMENDMENTS SCI K SACU ARO
3. NO SANITARY SEWER, POTABLE WATER OR WASTE DISPOSAL IS
ANSI /EIA—222—G STRUCTURAL STANDARD FOR ANTENNA SUPPORTING REQUIRED. 14350 N. 87th ST.. STE. 190
disclosed LAKE ASO ALE. Ae BBD6O
STRUCTURES AND ANTENNAS 4. ADA COMPLIANCE IS NOT REQUIRED PER IBC SECTION 1103.2.9 ;
3005 MOIOROLA RSA PHONE: 480.991.6804
used,
JURISDICTION: MARICOPA COUNTY SHEET INDEX PE SEAL
be
a a
cannot VICINTY MAP PROJECT TEAM PROJECT INFORMATION
It T1 TITLE SHEET & PROJECT INFORMATION
PROJECT OWNER: MARICOPA COUNTY WIRELESS SYSTEMS SITE ADDRESS: 14011 N. BUSH HWY.
GN-1 |GENERAL NOTES
project. MESA, AZ 85215
PROJECT MANAGER: CONTACT: THOMAS CROSBY
ano> |cENERAL NOTES
END. ABiZons Bene SITE COORDINATES: LATITUDE: 33° 34’ 29.90” N (NAD 83)
specific | |
a EMAIL: tomcrosby@mail.maricopa.gov ELEVATION: 1,541.2’ (AMSL) (NAVD 88) GN—-4 |GENERAL SPECIFICATIONS, ABBREVIATIONS & LEGEND
on
use APPLICANT: PROPERTY OWNER: TONTO NATIONAL FOREST SN-1 |SIGNAGE AND NOTES
Moos eaey wy CONGUIN DOaD
28079 NORTH ARIZONA HIGHWAY 188 ~
for SCHAUMBURG, ILLINOIS 60196 LS—| TOPOGRAPHICAL SURVEY
ROOSEVELT, ARIZONA 85545
CONTACT: BRENT VINCENT
solely PHONE: (602) 225-5200 A-1 |OVERALL SITE PLAN
PHONE: (409) 277-9290
| [ oesicner: JASON NGO
EMAIL: brent. vincent@motorolasolutions.com APN NUMBER: NOT APPLICABLE /USFS PROPERTY A—2.0 ENLARGED SITE PLAN
I
information CONSULTANT: INC. CURRENT ZONING: NOT APPLICABLE /USFS PROPERTY A-—2.1 DEMO PLAN SUBMITTALS
SO NOeTN ay ieee
SHONE: (480) 291-8820 OCCUPANCY CLASSIFICATIONS: U (MONOPOLE), S—2 (SHELTER) A—2.3. |GRADING PLAN 2 | 04.25.17 REDESIGN JN
contains
EMAIL: awawrzyniak@adwcomm.com OCCUPANCY LOAD: O A-3 FLEVATION S) 05.10.17 COMMENTS JN
\
and (SITE EQUIPMENT BUILDING IS UNMANNED Fp OStS 17 COMMENTS N
CIVIL ENGINEER: Abn ENGINEERING, LLC A-4 |POLE CROSS SECTIONS | |
1337 —. DESERT FLOWER LANE TELECOMMUNICATIONS FACILITY ONLY) 5 | 07.13.17 | ISSUED FOR PERMIT | JN
DRIVING DIRECTIONS —_ CONSTRUCTION DETAILS
SON TACT Rares 6 | 10.17.17 ] ISSUED FOR PERMIT | JN
ADWCOMM FIRE SPRINKLES: FIRE SUPPRESSION SYSTEM (DEFERRED SUBMITTALS)
A. MANE. BE A~6 - [CONSTRUCTION DETAILS -
FROM MARICOPA COUNTY WIRELESS SYSTEMS’ OFFICE (3324 WEST GIBSON
SHONE. (480) 213-8594... CURRENT USE: AWE AND AN
LANE PHOENIX, ARIZONA 85009): TAKE I-17 SOUTH TO I-10 EAST (2.3 (480) 215" THE INFORMATION CONTAINED IN THIS SET
PONE: 6524 Ay ICONSTRUCTION DETAILS
of MILES) THEN TO AZ—143 NORTH (7.6 MILES). TAKE AZ—202 EAST (27.5 : a NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY RY USE Ob DISCLOSURE ONE THAN Trnet
item MILES). TAKE POWER RD. EXIT THEN TURN LEFT ONTO N. POWER RD. N. FLECTRICAL JOYNGO, LLC A-8 CONSTRUCTION DETAILS WHICH RELATES TO MARICOPA COUNTY’S
POWER RD. BECOMES N. BUSH HWY (13.3 MILES). TURN RIGHT ONTO ENGINEER: CONTACT: TIM ALEXANDER, PE P25 RADIO SYSTEM INFRASTRUCTURE
—_ SHELTER FOUNDATION DETAILS
UPGRADE IS STRICTLY PROHIBITED.
SAGUARO LAKE ROAD AND PROCEED TO SITE (0.3 MILES) PHONE: (602) 403-8368
proprietary EMAIL: timalexander@hotmall.com E—1 FLECTRICAL NOTES
SPECIAL INSPEC TIONS SITE_CODE:
F-2 |JELECTRICAL NOTES & STANDARD SCHEDULES
a TOWER VALMONT INDUSTRIES, INC. CONCRETE CONSTRUCTION (CONTINUOUS) YES
is LDEFERRELD SUBMITTAL NOTES MANUFACTURER: ONE VALMONT PLAZA ce-3 |POWER PLAN SCLK
OMAHA, NEBRASKA 68154 BOLTS IN CONCRETE & HIGH STRENGTH BOLTS (CONTINUOUS) | YES
PER IBC SECTION 107.3.4.1 F—-4 |SINGLE LINE DIAGRAM
document CONTACT: WILLIAM R. HEIDEN
SANDEEP ANAND MANE, THE REGISTERED DESIGN PROFESSIONAL IN CHARGE REINFORCING STEEL (PERIODIC) YES
SHONE. (574) (574) 936.4291 ~
SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL » G-1 |GROUNDING PLAN
jacoupy A cowejpuchon ION yerejop.e (PERIODIC) YES
DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SITE_NAME:
This ~5 ToROUNDING DETAILS
SUBMITTAL ITEMS, FOR COMPATIBILITY WITH DESIGN OF THE BUILDING. SHELTER OLD CASTLE PRECAST, INC. EXPANSION AND EPOXY BOLTS (CONTINUOUS) YES
SACUARO LAKE
MANUFACTURER: 411 EAST FRYE ROAD G-3 |GROUNDING DETAILS
PER IBC SECTION 107.3.4.2 CHANDLER, ARIZONA 85225 BACKFILL AND SOIL COMPACTION (PERIODIC) YES
(ADWCOMM),. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED CONTACT: LAVERE F. STEWART |i ATTACHMENT:
TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO STEEL CONSTRUCTION (PERIODIC) ~ YES SITE_ADDRESS:
PHONE: (480) 963-2678 REPORT |GEOTECHNICAL INVESTIGATION REPORT ~ (BY PROTEX) —
SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A
-ATITUDE: 33° 34° 99.90" N
INC REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL
FAQITN. BUSH HWY
CONFORMANCE WITH THE DESIGN OF THE BUILDING. DESCRIPTION REPORT |CIVIL STRUCTURAL ANALYSIS REPORTS AZ _
PROJECT UTILITY TABLE MESA, 85215
Services, SHELTER DRAWINGS . & CALCULATIONS REPORT ( (BY MARICOPA COUNTY
PROJECT AREA LEGAL IDESC-RIP TION THE SITE PROPOSAL INCLUDES THE INSTALLATION OF A NEW UTILITY: PROVIDER: REPORT |
6) pc ASTLE)
TELECOMMUNICATIONS FACILITY, A NEW 50’ TALL MONOPOLE, A NEW
SHEET TITLE:
REFER SHEET LS—1 FOR PROJECT AREA LEGAL DESCRIPTION 11°—-8"x20'° EQUIPMENT BUILDING WITHIN A 8 TALL WROUGHT IRON WATER N/A SPECS: |PROPANE TANK SPECIFICATIONS
FENCED ENCLOSURE AND CMU RETAINING WALL. A NEW 80kW
SEWER N/A SPECS: - |GENERATOR SPECIFICATIONS TITLE SHEET & PROJECT
Communications BACKUP GENERATOR AND A 1000 GALLON PROPANE TANK
ELECTRICAL SRP SPECS: |ROXTEC TRANSIT SPECIFICATIONS INFORMATION
TELEPHONE/FIBER = |N/A DEFERRED SUBMITTALS:
OADW POLICE MARICOPA COUNTY SHERIFF FIRE SUPPRESSION SYSTEM PERMIT (BY AMERICAN FIRE) SHEET NUMBER:
FIRE RURAL FIRE DISTRICT
T ]
Copyright
A y,

PART 1. SCOPE OF WORK 1.5 SUBMITTALS & DELIVERABLES
1.0 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING A.A MINIMUM OF 2 COPIES OF DEFERRED SUBMITTALS SHALL BE 1.12 HOLES, SLEEVES AND OPENINGS 1.14 HANGERS AND SUPPORTS
DEFINITIONS SHALL APPLY PROVIDED TO ADWCOMM.
A. PROVIDE HOLES, SLEEVES, & OPENINGS REQUIRED FOR COMPLETION A. RIGIDLY SUPPORT & SECURE MATERIALS, RACEWAY, & EQUIP. TO
CONTRACTOR — MOTOROLA SOLUTIONS / ADWCOMM B.SUBCONTRACTORS = SHALL PROVIDE THE FOLLOWING APPLICABLE OF WORK & RESTORE ALL DAMAGED SURFACES TO MATCH BUILDING STRUCTURE USING HANGERS, SUPPORTS & FASTENERS
permission DELIVERABLES TO ADWCOMM: SURROUNDING SURFACES. MAINTAIN INTEGRITY OF FIRE & SMOKE SUITABLE FOR USE, MATERIALS, AND LOADS ENCOUNTERED. PROVIDE
SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION)
B.1 MATERIAL TESTING OF CONCRETE, STRUCTURAL STEEL AND RATED BARRIERS USING APPROVED FIRE STOPPING SYSTEMS. WHEN ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAX. 5’
e OWNER — MARICOPA COUNTY ANY OTHER MATERIAL USED AS REQUIRED BY GOVERNING CUTTING HOLES & OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, ON CENTER.
e OEM — ORIGINAL EQUIPMENT MANUFACTURER REGULATIONS. DAMAGE OR DISTURB) STRUCTURAL ELEMENTS OR REINFORCING B.ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK
written STEEL, UNLESS APPROVED IN WRITING BY PROJECT STRUCTURAL
1.1 CODES AND REGULATIONS B.2 INSPECTION SIGN-OFFS, WITH ATTACHED TESTING & OR SUPPORTING METAL FRAMEWORK. DO NOT MAKE ATTACHMENTS TO
ENG, ANY FIELD PENETRATION OF SHELTER REQUIRES SHELTER
INSPECTION REPORTS STEEL ROOFING, STEEL FLOORING, OR CEILING MINERAL TILE.
A. COMPLY WITH GOVERNING — FEDERAL, STATE & LOCAL LAW, MANUFACTURER'S WRITTEN APPROVAL TO AVOID IMPACT TO
prior
ORDINANCE, CODE, RULES & REGULATIONS, SAFETY AND OSHA B.J3 THIRD-PARTY INSPECTION WARRANTY. C.SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE BLOCK,
REGULATIONS /DIRECTIVE. WHERE CONTRACT DOCUMENTS EXCEED METAL FRAMING, OR SUB-FRAMING.,
B.4 GROUNDING SYSTEM TESTING B.SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF MIN.
THESE REQUIREMENTS, CONTRACT DOCUMENTS SHALL GOVERN. IN NO D.MOUNT EQUIPMENT LOCATED ON INTERIOR OR EXTERIOR BUILDING
B.S ANTENNA SWEEP TESTING 1/4” AND MAX. 1° IS LEFT AROUND CONDUIT. WHEN OPENINGS ARE
CASE SHALL WORK BE INSTALLED CONTRARY TO OR BELOW MIN. WALLS MIN. 1° AWAY FROM WALL SURFACE, USING SUITABLE SPACERS.
ADWCOMM‘'s CUT IN LIEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING.
LEGAL STANDARDS. IT IS SUBCONTRACTOR’S RESPONSIBILITY TO B.6 CERTIFICATE OF AUTHENTICITY
SIZE SLEEVES TO PROVIDE ANNULAR SPACE OF MIN. 1/4” AND MAX. E.STRUCTURAL MEMBERS — DO NOT CUT, DRILL OR WELD ANY ® MOTOROLA SOLUTIONS
ENSURE ALL STANDARDS ARE MET, AND TO PRODUCE VERIFICATION B./ BUILDING AND ELECTRICAL PERMITS
1” AROUND CONDUIT, PIPE, ETC. PATCH AROUND SLEEVE TO MATCH STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE
OF THESE ITEMS UPON REQUEST.
B.8 RELEASE OF WAIVER & LIENS SURROUNDING SURFACES. ENGINEER. 1503 EAST ALGONQUIN ROAD
B.UNLESS INDICATED OTHERWISE, THE LATEST PUBLISHED STANDARDS
B.9 ANTENNA PACKETS (EQUIPMENT INFORMATION, PAPERS, ETC.) 1.135 RACEWAY SYSTEMS F.INDEPENDENT SUPPORT — DO NOT SUPPORT MATERIALS OFF OF OTHER SCHAUMBURG, ILLINOIS 60196
without OF THE FOLLOWING ASSOCIATIONS/ORGANIZATIONS SHALL BE EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME, REMOVABLE TELEPHONE: 847.576.5000
FOLLOWED AND APPLIED WHERE APPLICABLE, AS MIN. REQUIREMENTS. B.10 WARRANTIES ON ALL ITEMS INSTALLED AND WORK PERFORMED A. RACEWAY SIZING) — AS REQUIRED BY NEC MIN. WITH OVERSIZED
OR KNOCKOUT PANELS, TEMPORARY WALLS, OR PARTITIONS. WWW.MOTOROLASOLUTIONS.COM
B.11 PHOTOGRAPHS OF SITE BEFORE, DURING, AND AFTER RACEWAYS AS INDICATED ON DRAWINGS. MIN. CONDUIT SIZE = 3/4"
e (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE. G.PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT, STEEL BRACKETS,
format CONSTRUCTION, DAILY REPORTS, ALL VENDOR DATA U.N.O.
ANGLES, FASTENERS, & HARDWARE AS REQUIRED TO ADEQUATELY
(ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS. SUBMITTALS AND O&M MANUALS ISSUED WITH INSTALLED B.RACEWAY ROUTING — AS REQUIRED BY JOB CONDITIONS UNLESS
SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT.
any (AWS) AMERICAN WELDING SOCIETY PRODUCTS. SPECIFIC ROUTES OR DIMENSIONED POSITIONS ARE INDICATED ON
H. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN
in B.12) LIST OF SUBCONTRACTORS; SUPPLIERS; PRODUCT DATA; SHOP DRAWINGS. INSTALL TIGHT TO SLAB, BEAMS, AND JOISTS WHEREVER
(BOCA) BUILDING OFFICIALS & CODE ADMINISTRATORS. 3/4",
DRAWINGS; AND VARIOUS ADMINISTRATIVE SUBMITTALS. POSSIBLE. ROUTE CONDUIT PARALLEL OR PERPENDICULAR TO
(ETL) ELECTRICAL TESTING LABORATORY. WALLS, CEILINGS, AND STRUCTURAL MEMBERS. INSTALL TO MAINTAIN 1.15 EQUIPMENT CONNECTIONS
B.15) SAFETY MEETING MINUTES
reproduced MIN. HEADROOM AND TO PRESENT NEAT APPEARANCE. RUN
(IBC) INTERNATIONAL BUILDING CODE. B.14 COMPLETED AND APPROVED FINAL WALK—THRU PUNCH-—LIST A. OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, AND MFGR’S
PARALLEL RACEWAYS TOGETHER WITH BENDS MADE FROM SAME
INSTRUCTIONS FOR EQUIPMENT FURNISHED BY OTHERS. EXAMINE
(ICC) INTERNATIONAL CODE COUNCIL B.15 CERTIFICATE OF OCCUPANCY CENTERLINE. VERIFY EXACT LOCATIONS OF RACEWAYS, PULL BOXES,
or ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS & COMMUNICATIONS SERVICES, ING
AND JUNCTION BOXES. RESOLVE CONFLICTS BEFORE INSTALLATION.
(ICEA) INSULATED CABLE ENGINEERS ASSOCIATION. C.SUBCONTRACTORS SHALL MAINTAIN A’ FIELD COPY OF AS—BUILT REQUIREMENTS.
DRAWING THROUGHOUT THE PROJECT TO INDICATE INSTALLED B.1. CONDUITS SHALL NOT PENETRATE STAIRWAYS, ELEVATOR 143550 N. 87th ST., STE. 190
disclosed e (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS. B.PROVIDE REQUIRED CONDUIT, BOXES, FITTINGS, WIRES, CONNECTORS,
LOCATIONS OF EQUIP. & DEVICES, ROUTING OF MAJOR INTERIOR SHAFTS, OR ELEVATOR MACHINE ROOM. SCOTTSDALE, AZ 85260
AND MISC. ACCESSORIES, ETC., AS NECESSARY TO ROUGH IN THE
( NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS. RACEWAY, LOCATION OF CONCEALED & UNDERGROUND EQUIP & B.2 CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE PHONE: 480.291.6824
FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRING = ELECTRICAL
RACEWAY, ALL APPROVED MODIFICATIONS TO CONTRACT DOCS, AND POSSIBLE.
( NEC) NATIONAL ELECTRICAL CODE. CONNECTIONS. IN GENERAL, MOTORS AND EQUIPMENT SHALL BE WIRED
used, DEVIATIONS. THESE DRAWINGS SHALL BE CURRENT & UPDATED
B.3 COORDINATE CONDUIT STUB UPS WITH ROOFTOP EQUIPMENT IN CONDUIT TO A JUNCTION BOX (OR SAFETY SWITCH) NEAR UNIT, AND PE SEAL
( NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. DAILY. A NEW, CLEAN SET OF CONTRACT DOCUMENTS WILL BE
be LAYOUT. FROM THERE TO THE UNIT IN FLEXIBLE METAL OR LIQUID TIGHT
ISSUED) TO SUBCONTRACTOR NEAR COMPLETION TO TRANSFER
( NESC) NATIONAL ELECTRIC SAFETY CODE. FLEXIBLE STEEL CONDUIT.
INFORMATION FROM FIELD DRAWINGS TO NEW AS—BUILT COPY. THIS B.4 COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC.
cannot ( NFPA) NATIONAL FIRE PROTECTION ASSOCIATION. SHALL BE SUBMITTED WITH DELIVERABLES TO ADWCOMM~ WITH WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK. C.PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT PROTECTION
It ( IMC) INTERNATIONAL MECHANICAL CODE CLOSE—OUT DOCUMENTS. C.CUT CONDUIT ENDS SQUARE USING SAW OR PIPE CUTTER AND REAM FOR ALL EQUIPMENT CONNECTED. VERIFY PRIOR CONNECTIONS WITH
1.6 MATERIALS EACH CUT END SMOOTH. CAREFULLY MAKE CONDUIT BENDS AND MFGR’S PUBLISHED DIAGRAMS AND COMPLY WITH SAME. VERIFY THAT
e (UL) UNDERWRITER’S LABORATORIES. OFFSETS SO THAT BOXES, AND JUNCTION BOXES. RESOLVE EQUIPMENT IS READY FOR ELECTRICAL CONNECTIONS, WIRING AND
project. A. WHERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED, ALL
e MOTOROLA R-S6 MANUAL CONFLICTS BEFORE INSTALLATION. ENERGIZATION PRIOR TO PERFORMING SAME.
SHALL BE OF THE SAME TYPE AND MANUFACTURER.
e ALL APPLICABLE LOCAL JURISDICTIONS AND GOVERNING CODES C.1. CONDUITS SHALL NOT PENETRATE STAIRWAYS, ELEVATOR D.PROVIDE CONTROL WIRING TO REMOTE DEVICES AND EQUIPMENT AS
B.MATERIALS & EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES
specific SHAFTS, OR ELEVATOR MACHINE ROOM. INDICATED OR REQUIRED.
1.2. GENERAL (UL) LISTED AND LABELED, WHERE (UL) STANDARDS AND LISTINGS
A. SUBCONTRACTOR WILL PROVIDE ALL LABOR, MATERIAL, TOOLS, EXIST FOR SUCH MATERIALS OR EQUIPMENT. C.2 CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE 1.16 IDENTIFICATION
a EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR AND POSSIBLE. A. GENERAL — LOCATE NAME PLATE MARKING OR OTHER IDENTIFICATION
on 1.7. CONDITION VERIFICATION
INCIDENTAL TQ COMPLETION OF ALL WORK AS INDICATED ON C.3 COORDINATE CONDUIT STUB UPS WITH ROOFTOP EQUIPMENT MEANS ON OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN
use DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, BILL OF MATERIALS, A. EXAMINE AREAS & CONDITIONS UNDER WHICH WORK IS TO BE LAYOUT. ABOVE CEILINGS AND WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT
PERFORMED, AND IDENTIFY ANY CONDITIONS DETRIMENTAL TO) THE ROOMS OR OTHER UNFINISHED AREAS, AND ON INSIDE OF FRONT
for AND ANY OTHER DOCUMENT ISSUED BY OWNER/CLIENT AND/OR C.4 COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC.
PROPER AND TIMELY COMPLETION OF WORK. DO NOT PROCEED
ADWCOMM. COVER WHEN IN FINISHED ROOMS/ AREAS. USE CONTRACT DOCUMENT
UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK.
DESIGNATIONS FOR IDENTIFICATION UNLESS OTHERWISE NOTED.
solely B.DRAWINGS & SPECS. ARE GENERAL DIRECTIVES FOR SCOPE OF WORK. D.CUT CONDUIT ENDS SQUARE USING SAW OR PIPE CUTTER AND REAM
1.8 EXECUTION
EXACT EQUIPMENT LOCATIONS & ROUTINGS, ETC. SHALL BE EACH CUT END SMOOTH. CAREFULLY MAKE CONDUIT BENDS AND B.NAMEPLATES — PROVIDE NAME PLATE ENGRAVED WITH EQUIP. | DESICNER: JASON NGO
GOVERNED BY FIELD CONDITIONS AND ADWCOMM — INSTRUCTIONS. A. ALL WORK SHALL BE PERFORMED UNDER SUBCONTRACTOR’S DIRECT OFFSETS SO THAT INSIDE DIAMETER OF PIPE IS NOT REDUCED AND DESIGNATION FOR EACH SAFETY SWITCH, PANEL BOARD, TRANSFORMER,
SUBCONTRACTOR SHALL VERIFY DIMS & LOCATIONS AND) REPORT SUPERVISION, USING SUFFICIENT AND QUALIFIED PERSONNEL AS SO THAT LEGS ARE IN THE SAME PLANE AND PARALLEL. PROTECT MOTOR STARTER, AND ALL OTHER EQUIPMENT, ETC.
information ANY DISCREPANCIES TO ADWCOMM PRIOR TO COMMENCING RELATED NECESSARY TO COMPLETE WORK IN ACCORDANCE WITH PROGRESS STUB—-UPS FROM DAMAGE, AND CAREFULLY RE-BEND WHEN C.\UNDERGROUND WARNING TAPE — DURING TRENCH BACK FILLING FOR SUBMITTALS
WORK. MINOR ERRORS OR OMISSIONS IN DRAWINGS AND SPECS DO SCHEDULE. SUBCONTRACTOR SHALL ASSIGN ONE OR MORE NECESSARY. EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND
NOT EXCUSE SUBCONTRACTOR FROM COMPLETING PROJECT AND COMPETENT SUPERVISORS WHO HAVE AUTHORITY TO ACCEPT & COMMUNICATIONS LINE, PROVIDE A = CONTINUOUS = UNDERGROUND REV. DATE DESCRIP TION BY
E.MAKE UP RACEWAY FITTINGS TIGHT SO FINAL INSTALLATION OF
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF — THESE EXECUTE ORDERS & INSTRUCTION, AND WHO SHALL COOPERATE WARNING TAPE AS SPECIFIED. TYPICALLY USE 6” WIDE POLYETHYLENE
RACEWAY, FITTINGS AND ENCLOSURES CONSTITUTES FIRM 2 | 04.25.17 REDESIGN JN
contains DRAWINGS AND SPECIFICATIONS. WITH SUBCONTRACTORS, ENGINEERS, AND = ADWCOMM IN ALL
MECHANICAL ASSEMBLY AND CONTINUOUS ELECTRICAL CONTINUITY. TAPE PERMANENTLY BRIGHT COLORED WITH CONTINUOUS | PRINT
MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS. 3 05.10.17 COMMENTS JN
C.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR PROVIDE INSULATING BUSHINGS ON CONDUIT TERMINATIONS. INDICATING GENERAL TYPE OF UNDERGROUND LINE BELOW AND
and SHALL VISIT THE RADIO SITE TO FAMILIARIZE WITH THE EXISTING B.MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MFGR SPECS, “CAUTION”. COLORS AS FOLLOWS:
FLRACEWAY CONDUIT TYPES — RIGID GALYV. STEEL CONDUIT, 4 05.15.17 COMMENTS JN
CONDITIONS AND TQ CONFIRM THAT THE WORK CAN BE BY MECHANICS EXPERIENCED AND SKILLED IN THEIR TRADE, IN NEAT
ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND WORKMANLIKE MANNER IN) ACCORDANCE WITH STANDARDS— OF ELECTRICAL METALLIC TUBING (EMT), FLEXIBLE STEEL CONDUIT, C.1 RED = ELECTRIC 5 07.13.17 ISSUED FOR PERMIT JN
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF TRADE, AND SO AS NOT TO ALTER OR VOID WARRANTY OR (UL) LIQUID—TIGHT FLEXIBLE STEEL CONDUIT, SCHEDULE 40 HEAVY WALL, C.2.. ORANGE = COMMUNICATIONS
6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM CONTRACTOR. LISTING. INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE AND SCHEDULE 80 EXTRA HEAVY WALL RIGID NONMETALLIC (PVC) D.MARK EACH JUNCTION AND PULL BOX INDICATING SOURCE DESIGNATION
1.3 DRAWING USE AND INTERPRETATION WITH INTENT OF CONTRACT DOCS. CONDUIT, CONFORMING TO APPLICABLE ANSI, NEMA AND (UL) AND CIRCUIT NUMBER(S) FOR THE ENCLOSED CONDUCTORS.
STANDARDS. THE INFORMATION CONTAINED IN THIS SET
A. DRAWINGS ARE DIAGRAMMA TIC AND INDICATE GENERAL 1.9. COORDINATION E.LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION AND OF DOCUMENTS IS PROPRIETARY BY NATURE.
of ARRANGEMENT OF SYSTEMS & EQUIPMENT UNLESS INDICATED A. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATION — OF G.RACEWAY FITTINGS (EXCEPT RIGID NONMETALLIC CONDUIT) TO BE IN ALL PULL BOXES AND JUNCTION BOXES. FOR POWER CIRCUITS, ANY USE OR DISCLOSURE OTHER THAN THAT
item OTHERWISE BY DIMS OR DETAILS. MATERIALS & EQUIPMENT FOR EFFICIENT FLOW OF WORK IN STEEL OR MALLEABLE IRON, AND (UL) LISTED FOR THE INTENDED APPLY WIRE TAGS INDICATING APPROPRIATE CIRCUIT OR FEEDER WHICH RELATES TO MARICOPA COUNTY'S
B.SUBCONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS CONJUNCTION WITH OTHER TRADES. REVIEW DRAWINGS FOR WORK OF APPLICATION. (EMT) FITTING TO BE COMPRESSION TYPE. NUMBER TO EACH CONDUCTOR PRESENT IN DISTRIBUTION PANEL AND P25 RADIO SYSTEM INFRASTRUCTURE
AND TESTING REQUIRED FOR EACH PROJECT. 48-HOUR NOTIFICATION ASSOCIATED TRADES AND REPORT AND RESOLVE ANY DISCOVERED PANEL BOARD GUTTERS, AND TO EACH CONDUCTOR IN PULL AND UPGRADE IS STRICTLY PROHIBITED.
H. PROTECT RACEWAYS, ENCLOSURES & EQUIPMENT DURING
TO ADWCOMM IS REQUIRED FOR ALL INSPECTIONS AND TESTING. DISCREPANCIES PRIOR) TO COMMENCING WORK. COOPERATE WITH CONSTRUCTION TO PREVENT ENTRY OF CONCRETE, DEBRIS & JUNCTION BOXES.
proprietary
FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS OTHER = SUBCONTRACTORS AND — INDIVIDUAL DISCIPLINES = FOR FOREIGN MATTER. FREE CLOGGED CONDUITS OF OBSTRUCTIONS OR FLAT COMPLETION OF PROJECT, ACCURATELY COMPLETE EACH PANEL SITE CODE:
TRUCK TICKETS MUST BE SUBMITTED TO ADWCOMM WITHIN 24 HOURS PLACEMENT, ANCHORAGE, & ACCOMPLISHMENT OF WORK. REPLACE PRIOR TO PULLING WIRE. DO NOT PULL WIRE WITHIN BOARD CIRCUIT DIRECTORY CARD, IDENTIFYING LOAD SERVED OR
a OF INSPECTION OR TEST. 1.10 LAYOUT BUILDING UNTIL BUILDING IS COMPLETELY ENCLOSED. CIRCUITS AT EXISTING PANEL BOARD, UPDATE EXISTING (OR PROVIDE
is
C.SUBCONTRACTOR IS RESPONSIBLE = FOR MAINTAINING = PRESENT A. INSTALL MATERIALS & EQUIPMENT LEVEL, PLUMB, PARALLEL, AND |. RIGIDLY SUPPORT RACEWAY WITH MAX. SPACING PER NEC, AND TO NEW) CIRCUIT DIRECTORY CARD TO ACCURATELY REFLECT FINAL SGLK
CONDITION OF EXISTING ~~ BUILDINGS, LANDSCAPING, FENCING, PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS. PREVENT DISTORTION OF ALIGNMENT DURING PULLING OPERATION. CONDITIONS.
document EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE USE APPROVED HANGERS, CLAMPS, AND STRAPS FOR_ INDIVIDUAL 1.17 SYSTEM DEMONSTRATION
B.INSTALL EQUIPMENT, RACEWAYS, AND ETC. TO READILY FACILITATE
SHOULD OCCUR, SUBCONTRACTOR IS RESPONSIBLE TO RESTORE RUNS. DO NOT USE PERFORATED STRAPS OR TIE WIRES. WHERE
SERVICING, MAINTENANCE, AND REPAIR) OR REPLACEMENT — OF A. INSTRUCT ADWCOMM’S REP. IN STARTUP, OPERATION & MAINTENANCE
DAMAGE TO A BETTER OR NEW CONDITION. MULTIPLE PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE
COMPONENTS, AND TO MIN. INTERFERENCE WITH OTHER EQUIPMENT OF ELECTRICAL SYSTEMS & EQUIPMENT AS REQUESTED BY SITE_NAME:
This D.PERMITS SHALL BE ON-SITE AT ALL TIMES DURING & AFTER AND INSTALLATIONS. TYPE HANGER ARRANGEMENT MADE FROM U-CHANNEL AND
OWNER /CLIENT.
CONSTRUCTION. ACCESSORIES, SUSPENDED BY THREADED RODS, AND ALLOW
C.PRIOR TO COMMENCING WORK, VERIFY THAT EQUIPMENT WILL SAGUARO LAKE
CAPACITY FOR FUTURE INSTALL OF ADDITIONAL RACEWAYS. RIGIDLY
1.4 QUALITY ADEQUATELY FIT AND CONFORM TO MANUFACTURED SPECS AND
ANCHOR VERTICAL CONDUITS SERVING FLOOR-— MOUNTED OR
A. GENERAL — ALL MATERIALS AND EQUIPMENT SHALL BE IN CODE CLEARANCES AND AS INDICATED ON DRAWINGS. — IF “ISLAND” TYPE EQUIPMENT MOUNTED AWAY FROM WALLS WITH
(ADWCOMM),.
ACCORDANCE WITH CONTRACT = DOCUMENTS AND STANDARD REARRANGEMENT JIS REQUIRED, SUBMIT PLAN AND ELEVATION METAL BRACKET OR RIGID STEEL CONDUIT EXTENSION SECURED TO SITE ADDRESS:
PRODUCTS OF THE VARIOUS MANUFACTURERS, WITH ALL MATERIALS DRAWINGS OR SKETCHES INDICATING THE NEW REARRANGEMENT FOR
FLOOR.
AND EQUIPMENT TO BE NEW, CLEAN, UNDAMAGED, AND FREE OF THE ENGINEER'S APPROVAL. DO NOT REARRANGE WITHOUT LATITUDE: 33° 34 29.90" N
DEFECTS AND CORROSION. EXPRESSED WRITTEN PERMISSION OF ADWCOMM. LONGITUDE: 111° 32’ 15.34” W
INC
B.PRODUCT OF AN APPROVED MANUFACTURER IS ACCEPTABLE ONLY D.PRIOR TO LAYOUT, COORDINATE SPACE FOR ELECTRICAL WIRING, 14011 N. BUSH HWY.
WHEN PRODUCT COMPLIES WITH OR IS MODIFIED AS NECESSARY TO STEAM AND CONDENSATE LINES, SANITARY LINES, DRAIN LINES, FIRE MESA, AZ 85215
COMPLY WITH ALL REQUIREMENTS OF CONTRACT DOCUMENTS. PROTECTION PIPING, AND SHEET METAL DUCT WORK. PROVIDE MARICOPA COUNTY
Services,
OFFSETS AS REQUIRED AVOIDING CONFLICTS. RESOLVE CONFLICTS
C.TESTING EQUIPMENT AND METHODS SHALL BE CODE AND MFGR.
BEFORE COMMENCING INSTALL.
COMPLIANT AND ACCEPTED ADWCOMM AND OWNER/CLIENT PRIOR TO SHEET TITLE:
TESTING, 1.11 MOUNTING HEIGHTS
A. INDICATED HEIGHTS ARE MEASURED FROM CENTER OF DEVICE
D.AFTER TESTING AND/OR INSPECTION BY OWNER/CLIENT OR
Communications OUTLET BOX TO FINISHED FLOOR OR GRADE U.N.O. REQUEST
ADWCOMM, SUBCONTRACTOR SHALL CORRECT DEFICIENCIES AND GENERAL NOTES
INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED PRIOR TO
REPLACE MATERIALS & EQUIPMENT SHOWN TO BE DEFECTIVE OR
INSTALLATION.
UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY.
B.INSTALL CEILING MOUNTED RACEWAY, LIGHTING FIXTURES AND ALL
E.FURNISH AND INSTALL MATERIALS AS REQUIRED FOR COMPLETE
SYSTEMS, WHETHER SPECIFICALLY INDICATED OR NOT. SYSTEMS OTHER EQUIPMENT WITH NOT LESS THAN 8-0" CLEARANCE TO
OADW SHALL BE FULLY ASSEMBLED, TESTED, ADJUSTED, & DEMONSTRATED FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND SHEET NUMBER:
OWNER’S EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS.
READY FOR OPERATION PRIOR TO ACCEPTANCE.
C. DEVICES — SWITCHES @ 48°A.F.F. RECEPTACLES @ 18° A.F.F.
GN ="
Copyright THERMOSTAT @ 48°A.F.F.

5.2. INSPECTIONS G.1 SUBCONTRACTOR SHALL BE RESPONSIBLE FOR USE & CONTROL OF PART 6. DRYPACK
PART 2. EARTH WORK & ROADWAYS MECHANICAL EQUIP. TO ENSURE PROPER PLACEMENT OF CONCRETE TO
A. SUBCONTRACTOR SHALL SCHEDULE INSPECTIONS WITH TESTING A. DRYPACK SHALL BE 5,000 PSI NON— SHRING GROUT, FIVE STAR
2.1 EXECUTION LABORATORY, SPECIAL INSPECTORS, & BUILDING OFFICIAL PREVENT ANY VOIDS OR HONEYCOMBS. OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES
INSPECTORS AND INFORM ADWCOMM WITHIN 24 HRS. OF INSPECTION BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL
A.IT |S SUBCONTRACTOR’S SOLE RESPONSIBILITY TO CALL LOCAL
permission OR TEST. DRYPACK UNDER BASEPLATES AFTER COLUMN HAS BEEN
LOCATING AUTHORITIES (OR PRIVATE LOCATING SERVICES) AND PART 4. FOUNDATION / FOOTING NOTES PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
B. TESTING WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND
PERFORM OTHER STEPS AS REQUIRED TO VERIFY LOCATION OF
TEST CYLINDERS. TOTAL OF 4 CYLINDERS SHALL BE TAKEN DURING A. ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS AS NOTED IN
UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN ENTIRE
EACH POUR OR FOR EACH 50 YARDS IF POUR IS OVER 50 YARDS. THE CIVIL/STRUCTURAL DESIGN CRITERIA PER PROJECT SITE SPECIFIC
written PROJECT AREA. SUBCONTRACTOR SHALL PLACE THESE ITEMS ON PART 7. STRUCTURAL STEEL & MISCELLANEOUS METALS
THE 1ST CYLINDER WILL BE BROKEN AT 7 DAYS, 2ND AND SRD AT
AS—BUILT DRAWINGS. GEOTECHNICAL INVESTIGATION REPORT.
28 DAYS. LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE 71 CODES AND STANDARDS — SEE T-1, CODES AND REGULATIONS
prior B.ACCESS ROAD, IF REQUIRED, SHALL BE CONSTRUCTED BEFORE ANY USE IF NECESSARY. B.ALL FOOTINGS SHALL BEAR INTO ORIGINAL (IN-SITU) UNDISTURBED EARTH
A. OF PARTICULAR RELEVANCE: AISC, ASIM, AWS AND
OTHER WORK ON SITE IS PERMITTED. BRING ROAD TO SUB-—BASE
5.5 REINFORCEMENT OR UPON ENGINEERED NON-FROST SUSCEPTIBLE GRANULAR FILL PER LOCAL /GOVERNING
COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE ROAD FOR
PROJECT, AND COMPLETE ROAD AFTER CONSTRUCTION OF SITE IS A. METAL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60. ENGINEER’S SPECIFICATIONS. SUCH FILL SHALL BE COMPACTED AND JURISDICTION
SUBSTANTIALLY COMPLETE. WELDING OF REINFORCEMENT IS PROHIBITED. EMBEDDED METAL SHALL PLACED IN LIFTS ACCORDING TO SPECIFICATIONS.
ADWCOMM‘'s 7.2 MATERIALS
C.SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED WITH CONFORM TO ASTM AS6. SHALL BE PLACED IN STANDING WATER OR UPON FROZEN
POSITIVE DRAINAGE FLOW AWAY FROM SITE AND EQUIPMENT. ANY B.REINFORCING SHALL BE DETAILED, BOLSTERED AND SUPPORTED IN SOUND A. ALL STRUCTURAL STEEL SHALL BE ASTM A992 (FY = 50 KSI).
DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS MUST BE BROUGHT ACCORDANCE WITH ACI 315, 318 AND PUBLICATION SP—66. D.WHERE PLACING NEW FOOTING, FOUNDATION, CMU OR SLABS AGAINST B.ALL CHANNELS, ANGLES, AND PLATES SHALL BE ASTM A36 (FY
TO ATTENTION OF ADWCOMM IMMEDIATELY. C.REINFORCING SHALL BE SECURELY ANCHORED TO FORMS AND = 36 KSI)
EXISTING CONCRETE OR CMU CONSTRUCTION:
without D.SUBCONTRACTOR SHALL GRUB SITE AREA AND ANY ACCESS ROAD, SPACED FROM FORMS AS FOLLOWS (UNLESS NOTED OTHERWISE):
D.1 BEFORE PLACING NEW CONCRETE OR CMU AGAINST EXISTING C.ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36 KSI) OR ASTM
CLEARING AND REMOVING A MIN. OF 6° TO ACHIEVE A STABLE
CONC. NOT EXPOSED TO EARTH /WEATHER: CONCRETE OR CMU, THOROUGHLY CLEAN EXISTING CONCRETE OR CMU ASS, TYPE E OR S, GRADE B (FY = 35 KSI). (NOTE: ALL PLATE
SUB-—BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR SITE
format SURFACES AND APPLY FRESH CONCRETE—TO-EXISTING CONCRETE IN MOMENT CONNECTIONS, BRACED FRAMES AND WHERE
AND NOT REUSED IN ANY PART OF THIS PROJECT. SLABS, JOISTS OR WALLS 3/4”
OTHERWISE NOTED SHALL BE FY = 50 KSI STEEL).
E.SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES, BE BONDING AGENT IN ACCORDANCE WITH MFR’S RECOMMENDATIONS.
any COLUMNS, BEAMS OR GIRDERS 1-1/2”
EPA REGISTERED LIQUID COMPOSITION AND OF PRE-EMERGENT D.2 DRILL INTO EXISTING COMPETENT CONCRETE OR CMU A MIN. OF 6 D.ALL TUBE STEEL SHALL BE ASTM A500 GRADE B (FY = 46 KSI),
in DESIGN. PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO CONC. EXPOSED TO EARTH/WEATHER E.ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE.
5/8° AND ADHESIVE ANCHOR (SIMPSON EPOXY—TIE, HILT!
ADWCOMM.
#6 AND LARGER 1-1/2” HVA/HIT/HSE OR APPROVED EQUAL) REBAR DOWELS TO MATCH FL.ALL CONSTRUCTION PER LATEST AISC HANDBOOK.
2.2 FILL
reproduced #5 AND SMALLER 2” LOCATIONS AND SPACINGS OF THE NEW CONCRETE REINFORCEMENT G.ALL EXPANSION AND EPOXY BOLTS TO HAVE ILC.C. RATING FOR
A. GRAVEL FILL SHALL BE WELL-GRADED, HARD, DURABLE, NATURAL (HORIZONTAL AND/OR VERTICAL) AS SPECIFIED. MATERIAL INTO WHICH INSTALLATION TAKES PLACE.
SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS SOD RUBBISH, WALLS, PIERS AND COLUMNS 2”
H. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE
or D.5 WHEN EXCAVATING ADJACENT TO EXISTING FOOTINGS, TAKE CARE TO
AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL FOOTINGS 3” INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT
CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS: NOT UNDERMINE EXISTING FOOTINGS WITH EXCAVATIONS STEEPER THAN
SLOTTED HOLES IN STEEL SECTIONS.
DRILLED PIERS 4” 1:1 FROM TOE OF EXISTING FOOTINGS. TIE INTO WITH NEW AS
disclosed SIEVE NUMBER 7% PASSING BY WEIGHT | ALL HIGH STRENGTH BOLTING SHALL BE INSPECTED BY AN
ALL OTHER PER LATEST EDITION OF ACI 318. SPECIFIED; AND/OR EXTEND ANY EXISTING FOUNDATION DRAINAGE
4” 100 INDEPENDENT TESTING LABORATORY.
SYSTEMS AS
D.PLACE SINGLE CURTAINS OF REINFORCEMENT IN CENTER OF WALLS & J.ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID
used, 1/2” 50 — 85 SLABS UNLESS OTHERWISE SHOWN. D.4 POST DRILLED ANCHOR BOLTS SHALL BE STAINLESS STEEL THREADED
CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF
be HA 40 - 75 E.ALL SPLICES IN CONTINUOUS REINFORCING BARS SHALL HAVE THE RODS WITH STAINLESS STEEL NUT AND WASHER UNLESS OTHERWISE WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL
FOLLOWING MIN. LAP LENGTH: SPECIFIED. UNLESS OTHERWISE SPECIFIED, MINIMUM DRILL/EMBEDMENT BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY.
#10 30 — 60
cannot 24” 54” DEPTH (WITH A 4” MIN. EDGE DISTANCE) SHALL BE: K.ALL WELDING DONE BY E/O SERIES LOW HYDROGEN RODS UNLESS
#40 10 — 30 #4: #7:
NOTED OTHERWISE. FOR GRADE 60 REINFORCING BARS, USE E90
It 31” 62 DIAMETER (IN) DEPTH (IN.)
#10 5 — 20 #5: 48: SERIES.
project. #200 0- 8 #6: 37” #9: 70” 3/8 3-1/2 L.ALL WELDING PER LATEST AMERICAN WELDING ~=SOCIETY
B.FILL DIRT SHALL BE CLEAN & NATURAL, & FREE FROM DELETERIOUS F.FOOTING DOWELS (WHERE REQUIRED) SHALL HAVE LAP LENGTH AS 1/2 4-5/8 STANDARDS, (EXCEPT STEEL JOISTS AND JOIST GIRDERS SHALL
MAT, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL SPECIFIED ABOVE OR SHALL HAVE STANDARD HOOK EMBEDDED TO COMPLY WITH Sul STANDARDS). THESE DRAWINGS DO NOT
5/8 5
specific DELIVERY TICKETS WILL BE SUBMITTED TO ADWCOMM WITHIN 24 BOTTOM OF FOOTING.ALL CONCRETE SHALL BE MECHANICALLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE
HOURS FROM DELIVERY. VIBRATED DURING PLACEMENT TO ASSURE PROPER CONSOLIDATION, 3/4 6-5/8 SUBCONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS
a DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN
C.COMPACTING OF SITE AREAS SHALL BE ACCOMPLISHED BY EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND 10
on 7/8 ON THE SHOP DRAWINGS SUBMITTED FOR’ REVIEW. ALL FULL
MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY UNDER-—FLOOR DUCTS, ETC. MAXIMUM SLUMP 5” FOR CONCRETE WITH
1 12-1/4 (COMPLETE) PENETRATION WELDS SHALL BE TESTED AND
use POWER—DRIVEN HAND HELD TAMPER. COMPACTED AREAS SHALL BE OUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP
CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. WHEN
AT 90% IN ACCORDANCE WITH ASTMD—-1557 METHOD C AND TESTED MAY BE ALLOWED UPON STRUCTURAL ENGINEER’S APPROVAL.
for STRUCTURAL STEEL IS FURNISHED TO A SPECIFIED MINIMUM YIELD
BY INDEPENDENT LABORATORY. IT IS RESPONSIBILITY OF UNLESS APPROVED OTHERWISE IN WRITING BY THE RECORD
PART 9. MASONRY NOTES POINT GREATER THAN 36 KSI, THE ASTM OR OTHER
SUBCONTRACTOR TO SCHEDULE TESTING. SCHEDULING FOR A ENGINEER.
solely SPECIFICATION DESIGNATION SHALL BE INCLUDED NEAR THE
PROCTOR WILL BE SUBCONTRACTOR’S RESPONSIBILITY, AND MUST BE A. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH PROVISIONS
G.ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL ERECTION MARK ON EACH SHIPPING ASSEMBLY OR IMPORTANT
DONE IN TIMELY FASHION TO ASSURE PROJECT WILL NOT BE OF IBC CHAPTER 21 AND ACI 530/ASCE 5/TMS 402. HOT WEATHER
JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION CONSTRUCTION COMPONENT, OVER ANY SHOP COAT OF PAINT,
DELAYED. PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1/ASCE 6/TMS PRIOR TO SHIPMENT FROM THE FABRICATOR’S PLANT.
information D.FILL AND STONE WILL BE PLACED IN MAX. 8” LIFTS PRIOR TO SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT 602, ARTICLE 1.8D.
COMPACTING. EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW B.MASONRY SHALL DEVELOP 1,500 PSI MIN. COMPRESSIVE STRENGTH f'm
CUT. PART 8. NOT USED
E. TRENCHES SHALL TYPICALLY HAVE 6” BASE OF CLEAN SAND FILL TO AT 28 DAYS. SPECIAL INSPECTION IS NOT REQUIRED UNLESS OTHERWISE
ACCEPT CONDUITS, AND ANOTHER 12” OF CLEAN SAND FILL ON TOP H. VERTICAL REINFORCING: PLACE 1 # 5 IN CENTER OF GROUTED CELL SPECIFIED ON THE DRAWINGS.
contains
OF CONDUITS UNLESS SPECIFIED OTHERWISE. REMAINDER OF TRENCH AT CENTER OF WALL, CONTINUOUS FOR FULL HEIGHT OF WALL AT C.DEFORMED REINFORCING BARS SHALL HAVE A MIN. YIELD STRENGTH OF PART 9. ANTENNAS AND CABLES
8” ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, 60 KSI.
SHALL HAVE CLEAN COMPATIBLE FILL PLACED IN MAX. LIFTS OF & 9.1 PROCESS
and EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED
MECHANICALLY COMPACTED TO 95% DENSITY. METALLIC WARNING D.GROUT SHALL HAVE 2,000 PSI MIN. COMPRESSIVE STRENGTH AT 28
48” O.C. UNLESS NOTED OTHERWISE. TE A. SUBCONTRACTOR SHALL RUN LINES AND CONDUITS IN NEAT,
TAPE SHALL BE PLACED ALONG ENTIRE TRENCH. DAYS. HOLLOW CONCRETE MASONRY UNITS (MEDIUM WEIGHT) SHALL
AT 8—-O° VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. WIRE ORDERLY AND STRAIGHT FASHION PROVIDING ANCHORING AS
F.FINISHED GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND CONFORM TO ASTM C90, GRADE N, TYPE 1, fm = 1,500 PSI, RUNNING RECOMMENDED BY MANUFACTURER AND WHERE NECESSARY TO
PRODUCTS COMPANY. LAP SPLICES SHALL CONFORM TO. THE
ADWCOMM MIN. 12” BEYOND SITE FENCE AND SHALL COVER AREA AS INDICATED. BOND, MORTAR TYPE S, 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY SUPPORT LINES PROPERLY, AND TO RESIST LATERAL WIND &
SCHEDULE UNDER “MASONRY” SECTION. DOWEL ALL VERTICAL
2.5 ANTI-EROSION REINFORCING TO FOUNDATION WITH DOWELS TO MATCH SIZE AND VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND SEISMIC LOADS AS REQUIRED BY IBC AND ASCE.
AGAIN ABOUT 5S MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT
SPACING OF VERTICAL REINFORCING. B.THE FOLLOWING TABLE WILL BE USED TO DETERMINE MIN. RADIUS
A. DITCHES — USE RIP—RAP IN AREAS WITH SLOPE GREATER THAN 2:1 EXCEEDS 4-0” IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 8-0”.
of IN ENTIRE DITCH, AND FOR 6° IN ALL DIRECTIONS AT CULVERT |. HORIZONTAL REINFORCING: 1. #5 IN MINIMUM 8” DEEP GROUTED OF EACH CABLE:
UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN
item OPENINGS & WHERE INDICATED ON PLANS. CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF A MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS ANDREW BENDING RADIUS DIAM. OF CABLE CABLE TYPE
A.1 SUBCONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS FREESTANDING WALL. PLACE THESE BARS CONTINUOUS — THRU 247-0". CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, 5” 3/8” BBDGE CATS5E
CONTROL JOINTS PER TYPICAL DETAIL. PROVIDE BENT BARS PER
AND SOIL EROSION. EROSION CONTROL SHALL BE PLACED AT INLET INTERSECTIONS, ENDS, WITHIN 24” OF CONCENTRATED POINTS OF BEARING 1”
TYPICAL DETAILS, TO MATCH HORIZON TAL BOND BEAM 1/4” FSJ1
proprietary APPROACH TO ALL NEW OR EXISTING CULVERTS. OR JAMBS, OR OVER OPENINGS UNLESS SPECIFICALLY SHOWN ON THE
REINFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN 1.25" FSJ4
STRUCTURAL DRAWINGS. ALL MASONRY BELOW FINISHED FLOOR OR 1/2”
A.2 SEED, FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL BOND BEAM CONTINUITY. LAP SPLICES SHALL BE AS PER SCHEDULE
GRADE SHALL BE GROUTED SOLID. LAP SPLICES SHALL BE AS FOLLOWS: 5” 1/2” LOF4
a OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWELLS NOT UNDER “MASONRY” SECTION DO NOT SPLICE WITHIN 8-0” OF
is OTHERWISE RIP—RAPPED. SEED AND FERTILIZER SHALL BE APPLIED CONTROL JOINTS. PLACE STANDARD WEIGHT (NO. 9 GAGE WIRE) BAR PLACEMENT #4 #5 10” 7/8” LOF5
TO SURFACE CONDITIONS THAT WILL ENCOURAGE ROOTING. PREPARE DUR-—O-—WAL OR DUR-—O-WIRE (OR EQUIVALENT) LADDER TYPE JOINT SINGLE BAR PER CELL CENTERED (INCHES) 25 32 15”
1-1/4" LOF6
document SURFACE PROPERLY TO ACCEPT SEEDS. SOW SEEDS IN TWO REINFORCEMENT AT 16” ©.C. IN ALL MASONRY WALLS.
E.5 SAMPLES OF GROUT SHALL BE TAKEN PER LIFT PREPARED FOR 20° LOF7
1-5/8”
OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY J.PROVIDE CORNER BARS AT INTERSECTING CORNERS OF WALLS & TESTING IN ACCORDANCE WITH ASTM C1019. BACKFILL OF CMU RETAINING
SEED PRODUCER. FOOTINGS. USE SAME SIZE & SPACING OF HORIZ. REINFORCING AS WALLS SHALL NOT COMMENCE UNTIL 7 DAYS ELAPSED AFTER GROUTING 24” 2-1/4” LOF12
This A.3 SUBCONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF SEEDED SPECIFIED. IS COMPLETE, OR 28 DAY COMPRESSIVE STRENGTH HAS BEEN ATTAINED 9.2 COAXIAL CABLE
AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH, NET, AND K.ANCHOR RODS NUTS & WASHERS SHALL CONFORM TO ASTM A3QO7 AS DETERMINED BY TESTING OF GROUT SAMPLES. A. COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS.
APPROPRIATE LANDSCAPING METHODS. OR AS6 F.MORTAR SHALL BE TYPE S & HAVE MIN. COMPRESSIVE STRENGTH OF
B.COAXIAL CABLE SHALL BE SUPPORTED
L.FLY ASH — IF PERMITTED BY OWNER THEN IT SHALL BE LIMITED TO 1800 PSI @ 28 DAYS.
(ADWCOMM),. B.AREAS MUST HAVE SUSTAINED GROWTH BY COMPLETION OF PROJECT KELLEM’”
5	1	185	1	1	2	7609	5537	117	41	88.606812	GRIP
5	1	185	1	1	3	7770	5538	130	40	88.606812	TYPE
5	1	185	1	1	4	7943	5537	302	41	94.833817	PRODUCTS.
2	1	186	0	0	0	7256	5613	1999	97	-1	
3	1	186	1	0	0	7256	5613	1999	97	-1	
4	1	186	1	1	0	7256	5613	1999	41	-1	
5	1	186	1	1	1	7256	5613	285	41	88.750183	C.COAXIAL
5	1	186	1	1	2	7587	5613	206	41	95.853020	CABLES
5	1	186	1	1	3	7840	5613	67	40	95.568855	ON
5	1	186	1	1	4	7957	5613	139	40	96.348595	OPEN
5	1	186	1	1	5	8147	5613	341	40	96.577278	WAVEGUIDES
5	1	186	1	1	6	8535	5613	106	40	96.093796	AND
5	1	186	1	1	7	8689	5613	77	41	95.054092	ICE
5	1	186	1	1	8	8814	5613	226	41	94.470871	BRIDGES
5	1	186	1	1	9	9087	5613	168	40	94.470871	SHALL
4	1	186	1	2	0	7313	5670	1632	40	-1	
5	1	186	1	2	1	7313	5670	62	40	96.520485	BE
5	1	186	1	2	2	7418	5670	209	40	91.714371	SECURE
5	1	186	1	2	3	7670	5670	38	40	91.714371	&
5	1	186	1	2	4	7750	5670	321	40	96.013145	SUPPORTED
5	1	186	1	2	5	8115	5670	66	40	94.623573	AS
5	1	186	1	2	6	8223	5670	276	40	94.623573	INDICATED
5	1	186	1	2	7	8543	5670	67	40	95.343346	ON
5	1	186	1	2	8	8656	5670	289	40	95.797249	DRAWINGS.
2	1	187	0	0	0	7256	5744	1999	97	-1	
3	1	187	1	0	0	7256	5744	1999	97	-1	
4	1	187	1	1	0	7256	5744	1999	41	-1	
5	1	187	1	1	1	7256	5745	285	40	92.367149	D.COAXIAL
5	1	187	1	1	2	7606	5744	206	41	94.957123	CABLES
5	1	187	1	1	3	7878	5745	168	40	90.780952	SHALL
5	1	187	1	1	4	8111	5745	62	40	90.780952	BE
5	1	187	1	1	5	8240	5745	292	40	93.897873	GROUNDED
5	1	187	1	1	6	8600	5745	62	40	92.754669	TO
5	1	187	1	1	7	8728	5744	221	41	67.464584	GROUND
5	1	187	1	1	8	9016	5745	105	40	45.157211	BAR
5	1	187	1	1	9	9189	5745	66	39	90.420311	AT
4	1	187	1	2	0	7313	5800	1862	41	-1	
5	1	187	1	2	1	7313	5801	290	40	94.437996	ANTENNAS
5	1	187	1	2	2	7645	5801	158	40	94.437996	USING
5	1	187	1	2	3	7845	5800	313	41	95.971230	GROUNDING
5	1	187	1	2	4	8200	5801	112	40	95.480873	KITS
5	1	187	1	2	5	8354	5801	67	40	95.766815	AS
5	1	187	1	2	6	8463	5801	266	40	95.295219	SPECIFIED
5	1	187	1	2	7	8773	5801	67	40	94.095711	ON
5	1	187	1	2	8	8886	5800	289	41	94.928741	DRAWINGS.
2	1	188	0	0	0	7294	5876	67	40	-1	
3	1	188	1	0	0	7294	5876	67	40	-1	
4	1	188	1	1	0	7294	5876	67	40	-1	
5	1	188	1	1	1	7294	5876	67	40	89.867554	D.1
2	1	189	0	0	0	8534	5474	721	40	-1	
3	1	189	1	0	0	8534	5474	721	40	-1	
4	1	189	1	1	0	8534	5474	721	40	-1	
5	1	189	1	1	1	8534	5474	166	40	90.300850	INSIDE
5	1	189	1	1	2	8755	5474	329	40	90.300850	MONOPOLES
5	1	189	1	1	3	9139	5474	116	40	91.270020	WITH
2	1	190	0	0	0	7481	5875	1774	41	-1	
3	1	190	1	0	0	7481	5875	1774	41	-1	
4	1	190	1	1	0	7481	5875	1774	41	-1	
5	1	190	1	1	1	7481	5876	229	40	95.304855	COAXIAL
5	1	190	1	1	2	7754	5876	206	40	95.304855	CABLES
5	1	190	1	1	3	8005	5876	168	40	96.151161	SHALL
5	1	190	1	1	4	8216	5876	63	40	94.839653	BE
5	1	190	1	1	5	8324	5875	292	41	94.246490	GROUNDED
5	1	190	1	1	6	8663	5876	63	40	94.246490	TO
5	1	190	1	1	7	8771	5876	220	40	94.905746	GROUND
5	1	190	1	1	8	9037	5876	105	40	95.121819	BAR
5	1	190	1	1	9	9189	5876	66	39	95.121819	AT
2	1	191	0	0	0	7481	5932	1774	41	-1	
3	1	191	1	0	0	7481	5932	1774	41	-1	
4	1	191	1	1	0	7481	5932	1774	41	-1	
5	1	191	1	1	1	7481	5932	212	40	95.029449	BOTTOM
5	1	191	1	1	2	7740	5932	65	40	96.763931	OF
5	1	191	1	1	3	7848	5932	175	40	96.537170	TOWER
5	1	191	1	1	4	8069	5932	67	40	93.219696	OR
5	1	191	1	1	5	8181	5932	293	40	90.553825	MONOPOLE
5	1	191	1	1	6	8519	5932	158	40	96.224716	USING
5	1	191	1	1	7	8721	5932	111	40	96.299515	KITS
5	1	191	1	1	8	8876	5932	267	41	95.891975	SPECIFIED
5	1	191	1	1	9	9188	5932	67	40	96.094032	ON
2	1	192	0	0	0	7294	5988	477	115	-1	
3	1	192	1	0	0	7294	5988	477	115	-1	
4	1	192	1	1	0	7481	5988	290	41	-1	
5	1	192	1	1	1	7481	5988	290	41	96.095825	DRAWINGS.
4	1	192	1	2	0	7294	6063	82	40	-1	
5	1	192	1	2	1	7294	6063	82	40	89.340302	D.2
2	1	193	0	0	0	7481	6063	1774	41	-1	
3	1	193	1	0	0	7481	6063	1774	41	-1	
4	1	193	1	1	0	7481	6063	1774	41	-1	
5	1	193	1	1	1	7481	6063	229	40	95.726341	COAXIAL
5	1	193	1	1	2	7754	6063	206	41	96.125717	CABLES
5	1	193	1	1	3	8005	6063	168	40	95.968582	SHALL
5	1	193	1	1	4	8216	6063	63	40	95.968582	BE
5	1	193	1	1	5	8324	6063	292	41	96.127151	GROUNDED
5	1	193	1	1	6	8663	6063	63	40	94.944267	TO
5	1	193	1	1	7	8771	6063	220	41	94.959404	GROUND
5	1	193	1	1	8	9037	6063	105	40	94.959404	BAR
5	1	193	1	1	9	9189	6063	66	40	96.116142	AT
2	1	194	0	0	0	7481	6119	1774	41	-1	
3	1	194	1	0	0	7481	6119	1774	41	-1	
4	1	194	1	1	0	7481	6119	1774	41	-1	
5	1	194	1	1	1	7481	6120	323	40	94.887871	BULKHEADS
5	1	194	1	1	2	7881	6119	158	41	94.794815	USING
5	1	194	1	1	3	8117	6119	313	41	72.665298	GROUNDING
5	1	194	1	1	4	8508	6120	111	40	83.780357	KITS
5	1	194	1	1	5	8698	6120	66	40	66.652092	AS
5	1	194	1	1	6	8842	6119	267	41	81.944870	SPECIFIED
5	1	194	1	1	7	9188	6120	67	40	81.944870	ON
2	1	195	0	0	0	7181	6175	590	116	-1	
3	1	195	1	0	0	7181	6175	590	116	-1	
4	1	195	1	1	0	7481	6175	290	41	-1	
5	1	195	1	1	1	7481	6175	290	41	96.198822	DRAWINGS.
4	1	195	1	2	0	7181	6251	502	40	-1	
5	1	195	1	2	1	7181	6251	81	40	90.363106	9.5
5	1	195	1	2	2	7331	6251	170	40	90.363106	CABLE
5	1	195	1	2	3	7544	6251	139	39	95.550369	TRAY
2	1	196	0	0	0	7257	6325	1998	48	-1	
3	1	196	1	0	0	7257	6325	1998	48	-1	
4	1	196	1	1	0	7257	6325	1998	48	-1	
5	1	196	1	1	1	7257	6326	44	39	94.838913	A.
5	1	196	1	1	2	7331	6326	227	40	95.320023	PROVIDE
5	1	196	1	1	3	7608	6326	279	40	95.320023	COMPLETE
5	1	196	1	1	4	7937	6326	170	40	94.829437	CABLE
5	1	196	1	1	5	8157	6326	139	39	96.679008	TRAY
5	1	196	1	1	6	8342	6326	204	40	95.710167	SYSTEM
5	1	196	1	1	7	8599	6326	117	39	95.254295	WITH
5	1	196	1	1	8	8769	6326	190	47	95.721298	BENDS,
5	1	196	1	1	9	9012	6325	243	48	95.721298	FITTINGS,
2	1	197	0	0	0	7313	6382	541	47	-1	
3	1	197	1	0	0	7313	6382	541	47	-1	
4	1	197	1	1	0	7313	6382	541	47	-1	
5	1	197	1	1	1	7313	6382	386	47	95.128014	ACCESSORIES,
5	1	197	1	1	2	7745	6382	109	40	93.528534	ETC.
2	1	198	0	0	0	7901	6382	387	43	-1	
3	1	198	1	0	0	7901	6382	387	43	-1	
4	1	198	1	1	0	7901	6382	387	43	-1	
5	1	198	1	1	1	7901	6382	66	40	95.729279	AS
5	1	198	1	1	2	8009	6382	279	43	95.060768	REQUIRED.
2	1	199	0	0	0	7256	6457	1999	41	-1	
3	1	199	1	0	0	7256	6457	1999	41	-1	
4	1	199	1	1	0	7256	6457	1999	41	-1	
5	1	199	1	1	1	7256	6457	281	41	84.041664	B.DESCRIP
5	1	199	1	1	2	7562	6453	478	62	2.947855	TTON-—ALUMINUM
5	1	199	1	1	3	8102	6457	169	40	96.239601	ALLOY
5	1	199	1	1	4	8326	6457	429	40	90.887939	CONSTRUCTION.
5	1	199	1	1	5	8817	6457	438	40	64.350548	TYPE-—LADDER
2	1	200	0	0	0	7313	6514	1249	47	-1	
3	1	200	1	0	0	7313	6514	1249	47	-1	
4	1	200	1	1	0	7313	6514	1249	47	-1	
5	1	200	1	1	1	7313	6521	116	39	96.692719	WITH
5	1	200	1	1	2	7478	6514	80	47	92.840530	18°
5	1	200	1	1	3	7604	6521	123	39	96.065887	MAX.
5	1	200	1	1	4	7775	6520	247	41	93.184593	SPACING.
5	1	200	1	1	5	8070	6521	375	40	40.837448	DEPTH-—MIN.
5	1	200	1	1	6	8494	6514	68	46	58.967266	4”.
2	1	201	0	0	0	7313	6578	1942	59	-1	
3	1	201	1	0	0	7313	6578	1942	59	-1	
4	1	201	1	1	0	7313	6578	1942	59	-1	
5	1	201	1	1	1	7313	6585	66	40	96.089828	ON
5	1	201	1	1	2	7433	6585	276	40	95.775314	DRAWINGS
5	1	201	1	1	3	7759	6578	127	59	95.704216	(MIN.
5	1	201	1	1	4	7940	6578	81	47	92.956238	12”
5	1	201	1	1	5	8072	6585	172	40	91.905334	HORIZ.
5	1	201	1	1	6	8298	6585	158	46	96.900383	RUNS,
5	1	201	1	1	7	8510	6585	102	39	95.653519	MIN.
5	1	201	1	1	8	8666	6578	52	47	93.127129	6”
5	1	201	1	1	9	8770	6585	254	40	92.341309	VERTICAL
5	1	201	1	1	10	9072	6578	183	59	92.341309	RUNS).
2	1	202	0	0	0	7313	6642	977	47	-1	
3	1	202	1	0	0	7313	6642	977	47	-1	
4	1	202	1	1	0	7313	6642	977	47	-1	
5	1	202	1	1	1	7313	6649	253	40	93.221794	SUPPORT
5	1	202	1	1	2	7606	6642	286	47	14.668274	SPAN-—-—8'
5	1	202	1	1	3	7936	6650	102	39	95.942322	MIN.
5	1	202	1	1	4	8084	6649	206	40	96.401375	UNLESS
2	1	203	0	0	0	8610	6521	645	40	-1	
3	1	203	1	0	0	8610	6521	645	40	-1	
4	1	203	1	1	0	8610	6521	645	40	-1	
5	1	203	1	1	1	8610	6521	325	40	30.780964	WIDTH-~—AS
5	1	203	1	1	2	8979	6521	276	40	89.996124	INDICATED
2	1	204	0	0	0	9296	285	15	6621	-1	
3	1	204	1	0	0	9296	285	15	6621	-1	
4	1	204	1	1	0	9296	285	15	6621	-1	
5	1	204	1	1	1	9296	285	15	6621	95.000000	 
2	1	205	0	0	0	9334	321	1135	15	-1	
3	1	205	1	0	0	9334	321	1135	15	-1	
4	1	205	1	1	0	9334	321	1135	15	-1	
5	1	205	1	1	1	9334	321	1135	15	95.000000	 
2	1	206	0	0	0	9526	348	752	752	-1	
3	1	206	1	0	0	9526	348	752	752	-1	
4	1	206	1	1	0	9526	348	752	752	-1	
5	1	206	1	1	1	9526	348	752	752	95.000000	 
2	1	207	0	0	0	9334	1112	1135	15	-1	
3	1	207	1	0	0	9334	1112	1135	15	-1	
4	1	207	1	1	0	9334	1112	1135	15	-1	
5	1	207	1	1	1	9334	1112	1135	15	95.000000	 
2	1	208	0	0	0	9334	1155	1135	15	-1	
3	1	208	1	0	0	9334	1155	1135	15	-1	
4	1	208	1	1	0	9334	1155	1135	15	-1	
5	1	208	1	1	1	9334	1155	1135	15	95.000000	 
2	1	209	0	0	0	9364	1198	1	98	-1	
3	1	209	1	0	0	9364	1198	1	98	-1	
4	1	209	1	1	0	9364	1198	1	98	-1	
5	1	209	1	1	1	9364	1198	1	98	95.000000	 
2	1	210	0	0	0	9361	1195	1049	138	-1	
3	1	210	1	0	0	9361	1195	1049	138	-1	
4	1	210	1	1	0	9361	1195	1049	138	-1	
5	1	210	1	1	1	9361	1195	138	138	23.665743	CAA)
5	1	210	1	1	2	9519	1245	459	43	94.112587	MOTOROLA
5	1	210	1	1	3	10000	1245	410	41	44.541199	SOLUTIONS
2	1	211	0	0	0	9449	1365	877	227	-1	
3	1	211	1	0	0	9449	1365	877	227	-1	
4	1	211	1	1	0	9468	1365	839	43	-1	
5	1	211	1	1	1	9468	1365	127	40	83.735077	1503
5	1	211	1	1	2	9637	1365	136	40	96.252068	EAST
5	1	211	1	1	3	9813	1365	305	43	96.023491	ALGONQUIN
5	1	211	1	1	4	10164	1365	143	40	89.237312	ROAD
4	1	211	1	2	0	9462	1427	851	47	-1	
5	1	211	1	2	1	9462	1427	392	47	95.718025	SCHAUMBURG,
5	1	211	1	2	2	9900	1427	209	40	94.189552	ILLINOIS
5	1	211	1	2	3	10151	1427	162	40	95.455452	60196
4	1	211	1	3	0	9489	1490	798	40	-1	
5	1	211	1	3	1	9489	1490	324	40	87.767357	TELEPHONE:
5	1	211	1	3	2	9902	1490	385	40	43.938087	847.576.5000
4	1	211	1	4	0	9449	1552	877	40	-1	
5	1	211	1	4	1	9449	1552	877	40	84.267212	WWW.MOTOROLASOLUTIONS.COM
2	1	212	0	0	0	9334	1622	1135	15	-1	
3	1	212	1	0	0	9334	1622	1135	15	-1	
4	1	212	1	1	0	9334	1622	1135	15	-1	
5	1	212	1	1	1	9334	1622	1135	15	95.000000	 
2	1	213	0	0	0	9334	1665	1135	15	-1	
3	1	213	1	0	0	9334	1665	1135	15	-1	
4	1	213	1	1	0	9334	1665	1135	15	-1	
5	1	213	1	1	1	9334	1665	1135	15	95.000000	 
2	1	214	0	0	0	9506	1690	790	436	-1	
3	1	214	1	0	0	9506	1690	790	436	-1	
4	1	214	1	1	0	9506	1690	790	436	-1	
5	1	214	1	1	1	9506	1690	790	436	95.000000	 
2	1	215	0	0	0	9355	2156	949	36	-1	
3	1	215	1	0	0	9355	2156	949	36	-1	
4	1	215	1	1	0	9355	2156	949	36	-1	
5	1	215	1	1	1	9355	2156	585	30	94.296326	COMMUNICATIONS
5	1	215	1	1	2	9975	2156	329	36	50.229050	SERVICES,
2	1	216	0	0	0	9480	2243	844	165	-1	
3	1	216	1	0	0	9480	2243	844	165	-1	
4	1	216	1	1	0	9480	2243	844	46	-1	
5	1	216	1	1	1	9480	2243	163	40	69.745010	14350
5	1	216	1	1	2	9685	2243	45	39	89.200562	N.
5	1	216	1	1	3	9776	2243	119	40	50.226345	87th
5	1	216	1	1	4	9941	2243	91	46	89.732140	ST.,
5	1	216	1	1	5	10078	2243	108	40	95.365837	STE.
5	1	216	1	1	6	10232	2243	92	40	96.398964	190
4	1	216	1	2	0	9559	2305	685	47	-1	
5	1	216	1	2	1	9559	2305	360	47	96.048027	SCOTTSDALE,
5	1	216	1	2	2	9965	2305	66	40	96.073280	AZ
5	1	216	1	2	3	10074	2305	170	40	96.496117	85260
4	1	216	1	3	0	9587	2368	629	40	-1	
5	1	216	1	3	1	9587	2368	195	40	96.357727	PHONE:
5	1	216	1	3	2	9838	2368	378	40	94.955086	480.291.6824
2	1	217	0	0	0	10341	2156	99	30	-1	
3	1	217	1	0	0	10341	2156	99	30	-1	
4	1	217	1	1	0	10341	2156	99	30	-1	
5	1	217	1	1	1	10341	2156	99	30	95.938004	ING
2	1	218	0	0	0	9334	2423	1135	15	-1	
3	1	218	1	0	0	9334	2423	1135	15	-1	
4	1	218	1	1	0	9334	2423	1135	15	-1	
5	1	218	1	1	1	9334	2423	1135	15	95.000000	 
2	1	219	0	0	0	9334	2465	1135	15	-1	
3	1	219	1	0	0	9334	2465	1135	15	-1	
4	1	219	1	1	0	9334	2465	1135	15	-1	
5	1	219	1	1	1	9334	2465	1135	15	95.000000	 
2	1	220	0	0	0	9374	2512	235	39	-1	
3	1	220	1	0	0	9374	2512	235	39	-1	
4	1	220	1	1	0	9374	2512	235	39	-1	
5	1	220	1	1	1	9374	2512	62	39	94.689896	PE
5	1	220	1	1	2	9478	2512	131	39	96.353149	SEAL
2	1	221	0	0	0	9354	2534	1139	967	-1	
3	1	221	1	0	0	9354	2534	1139	967	-1	
4	1	221	1	1	0	9354	2534	1139	967	-1	
5	1	221	1	1	1	9354	2534	1139	967	95.000000	  
5	1	221	1	1	2	9609	2534	884	36	95.000000	 
2	1	222	0	0	0	9334	322	13	3188	-1	
3	1	222	1	0	0	9334	322	13	3188	-1	
4	1	222	1	1	0	9334	322	13	3188	-1	
5	1	222	1	1	1	9334	322	13	3188	95.000000	 
2	1	223	0	0	0	10456	322	13	3188	-1	
3	1	223	1	0	0	10456	322	13	3188	-1	
4	1	223	1	1	0	10456	322	13	3188	-1	
5	1	223	1	1	1	10456	322	13	3188	95.000000	 
2	1	224	0	0	0	9334	3496	1135	15	-1	
3	1	224	1	0	0	9334	3496	1135	15	-1	
4	1	224	1	1	0	9334	3496	1135	15	-1	
5	1	224	1	1	1	9334	3496	1135	15	95.000000	 
2	1	225	0	0	0	9334	3533	1135	15	-1	
3	1	225	1	0	0	9334	3533	1135	15	-1	
4	1	225	1	1	0	9334	3533	1135	15	-1	
5	1	225	1	1	1	9334	3533	1135	15	95.000000	 
2	1	226	0	0	0	9334	3657	1135	15	-1	
3	1	226	1	0	0	9334	3657	1135	15	-1	
4	1	226	1	1	0	9334	3657	1135	15	-1	
5	1	226	1	1	1	9334	3657	1135	15	95.000000	 
2	1	227	0	0	0	9334	3694	1135	15	-1	
3	1	227	1	0	0	9334	3694	1135	15	-1	
4	1	227	1	1	0	9334	3694	1135	15	-1	
5	1	227	1	1	1	9334	3694	1135	15	95.000000	 
2	1	228	0	0	0	9334	3818	1135	5	-1	
3	1	228	1	0	0	9334	3818	1135	5	-1	
4	1	228	1	1	0	9334	3818	1135	5	-1	
5	1	228	1	1	1	9334	3818	1135	5	95.000000	 
2	1	229	0	0	0	9334	3913	1135	4	-1	
3	1	229	1	0	0	9334	3913	1135	4	-1	
4	1	229	1	1	0	9334	3913	1135	4	-1	
5	1	229	1	1	1	9334	3913	1135	4	95.000000	 
2	1	230	0	0	0	9334	3999	1135	4	-1	
3	1	230	1	0	0	9334	3999	1135	4	-1	
4	1	230	1	1	0	9334	3999	1135	4	-1	
5	1	230	1	1	1	9334	3999	1135	4	95.000000	 
2	1	231	0	0	0	9334	4085	1135	4	-1	
3	1	231	1	0	0	9334	4085	1135	4	-1	
4	1	231	1	1	0	9334	4085	1135	4	-1	
5	1	231	1	1	1	9334	4085	1135	4	95.000000	 
2	1	232	0	0	0	9334	4183	1135	5	-1	
3	1	232	1	0	0	9334	4183	1135	5	-1	
4	1	232	1	1	0	9334	4183	1135	5	-1	
5	1	232	1	1	1	9334	4183	1135	5	95.000000	 
2	1	233	0	0	0	9334	4269	1135	5	-1	
3	1	233	1	0	0	9334	4269	1135	5	-1	
4	1	233	1	1	0	9334	4269	1135	5	-1	
5	1	233	1	1	1	9334	4269	1135	5	95.000000	 
2	1	234	0	0	0	9334	3543	1103	792	-1	
3	1	234	1	0	0	9334	3543	1103	792	-1	
4	1	234	1	1	0	9334	3543	1103	119	-1	
5	1	234	1	1	1	9334	3547	13	111	89.698387	|
5	1	234	1	1	2	9379	3543	269	119	0.000000	DESIGNER:
5	1	234	1	1	3	10113	3583	170	40	96.390320	JASON
5	1	234	1	1	4	10329	3582	108	41	96.094772	NGO
4	1	234	1	2	0	9736	3741	331	40	-1	
5	1	234	1	2	1	9736	3741	331	40	90.413200	SUBMITTALS
4	1	234	1	3	0	9358	3843	1078	55	-1	
5	1	234	1	3	1	9358	3843	113	55	94.332504	REV.
5	1	234	1	3	2	9572	3848	134	40	96.473053	DATE
5	1	234	1	3	3	9893	3848	216	40	88.731552	DESCRIP
5	1	234	1	3	4	10131	3848	109	40	88.731552	TION
5	1	234	1	3	5	10368	3848	68	40	96.089752	BY
4	1	234	1	4	0	9401	3937	1030	41	-1	
5	1	234	1	4	1	9401	3938	27	40	75.021454	2
5	1	234	1	4	2	9476	3933	29	56	75.021454	|
5	1	234	1	4	3	9522	3938	234	40	93.761810	04.25.17
5	1	234	1	4	4	9937	3937	258	41	96.624748	REDESIGN
5	1	234	1	4	5	10375	3938	56	40	96.808243	JN
4	1	234	1	5	0	9401	4023	1030	41	-1	
5	1	234	1	5	1	9401	4024	27	40	65.244766	5
5	1	234	1	5	2	9526	4024	227	40	94.673691	05.10.17
5	1	234	1	5	3	9919	4023	295	41	96.011406	COMMENTS
5	1	234	1	5	4	10375	4024	56	40	95.941132	JN
4	1	234	1	6	0	9401	4116	1030	40	-1	
5	1	234	1	6	1	9401	4117	28	39	93.380424	4
5	1	234	1	6	2	9526	4116	227	40	95.870628	05.15.17
5	1	234	1	6	3	9919	4116	295	40	96.219376	COMMENTS
5	1	234	1	6	4	10375	4117	56	39	96.740135	JN
4	1	234	1	7	0	9401	4209	1030	40	-1	
5	1	234	1	7	1	9401	4209	27	40	96.944595	5
5	1	234	1	7	2	9526	4209	227	40	93.564301	07.13.17
5	1	234	1	7	3	9853	4213	141	31	95.345528	ISSUED
5	1	234	1	7	4	10026	4213	75	31	96.232178	FOR
5	1	234	1	7	5	10133	4213	146	31	96.232178	PERMIT
5	1	234	1	7	6	10375	4209	56	40	92.525223	JN
4	1	234	1	8	0	9402	4295	1029	40	-1	
5	1	234	1	8	1	9402	4295	26	40	96.352455	6
5	1	234	1	8	2	9530	4295	219	40	87.085846	10.17.17
5	1	234	1	8	3	9853	4299	141	31	95.734116	ISSUED
5	1	234	1	8	4	10026	4299	75	31	95.770348	FOR
5	1	234	1	8	5	10133	4299	146	31	96.605644	PERMIT
5	1	234	1	8	6	10375	4295	56	40	95.408295	JN
2	1	235	0	0	0	9788	3819	4	549	-1	
3	1	235	1	0	0	9788	3819	4	549	-1	
4	1	235	1	1	0	9788	3819	4	549	-1	
5	1	235	1	1	1	9788	3819	4	549	95.000000	 
2	1	236	0	0	0	10340	3819	5	549	-1	
3	1	236	1	0	0	10340	3819	5	549	-1	
4	1	236	1	1	0	10340	3819	5	549	-1	
5	1	236	1	1	1	10340	3819	5	549	95.000000	 
2	1	237	0	0	0	9487	3819	4	549	-1	
3	1	237	1	0	0	9487	3819	4	549	-1	
4	1	237	1	1	0	9487	3819	4	549	-1	
5	1	237	1	1	1	9487	3819	4	549	95.000000	 
2	1	238	0	0	0	9334	4354	1135	15	-1	
3	1	238	1	0	0	9334	4354	1135	15	-1	
4	1	238	1	1	0	9334	4354	1135	15	-1	
5	1	238	1	1	1	9334	4354	1135	15	95.000000	 
2	1	239	0	0	0	9334	4391	1135	15	-1	
3	1	239	1	0	0	9334	4391	1135	15	-1	
4	1	239	1	1	0	9334	4391	1135	15	-1	
5	1	239	1	1	1	9334	4391	1135	15	95.000000	 
2	1	240	0	0	0	9357	4434	1095	301	-1	
3	1	240	1	0	0	9357	4434	1095	139	-1	
4	1	240	1	1	0	9393	4434	1024	34	-1	
5	1	240	1	1	1	9393	4434	80	34	95.567558	THE
5	1	240	1	1	2	9508	4434	299	34	96.259544	INFORMATION
5	1	240	1	1	3	9845	4434	252	34	94.874214	CONTAINED
5	1	240	1	1	4	10133	4435	36	33	78.275650	IN
5	1	240	1	1	5	10207	4434	94	34	78.275650	THIS
5	1	240	1	1	6	10336	4434	81	34	94.714241	SET
4	1	240	1	2	0	9358	4486	1093	35	-1	
5	1	240	1	2	1	9358	4487	54	33	96.419113	OF
5	1	240	1	2	2	9446	4486	275	35	96.426208	DOCUMENTS
5	1	240	1	2	3	9755	4487	36	33	59.626278	IS
5	1	240	1	2	4	9825	4487	315	33	96.147789	PROPRIETARY
5	1	240	1	2	5	10172	4487	57	33	96.326279	BY
5	1	240	1	2	6	10261	4487	190	33	96.450722	NATURE.
4	1	240	1	3	0	9357	4538	1095	35	-1	
5	1	240	1	3	1	9357	4539	91	33	96.662003	ANY
5	1	240	1	3	2	9480	4539	84	33	94.574211	USE
5	1	240	1	3	3	9599	4539	56	33	96.640800	OR
5	1	240	1	3	4	9691	4538	278	35	95.846298	DISCLOSURE
5	1	240	1	3	5	10004	4539	144	33	95.846298	OTHER
5	1	240	1	3	6	10184	4539	116	33	68.763138	THAN
5	1	240	1	3	7	10338	4539	114	33	85.599930	THAT
3	1	240	2	0	0	9414	4591	982	40	-1	
4	1	240	2	1	0	9414	4591	982	40	-1	
5	1	240	2	1	1	9414	4596	135	35	95.970619	WHICH
5	1	240	2	1	2	9586	4597	196	33	96.688049	RELATES
5	1	240	2	1	3	9818	4597	52	33	95.584335	TO
5	1	240	2	1	4	9905	4597	233	34	95.584335	MARICOPA
5	1	240	2	1	5	10173	4591	223	40	0.000000	COUNTY'S
3	1	240	3	0	0	9457	4648	895	87	-1	
4	1	240	3	1	0	9457	4648	895	34	-1	
5	1	240	3	1	1	9457	4649	84	33	96.324997	P25
5	1	240	3	1	2	9576	4649	133	33	96.315559	RADIO
5	1	240	3	1	3	9744	4649	171	33	95.245102	SYSTEM
5	1	240	3	1	4	9953	4648	399	34	96.226646	INFRASTRUCTURE
4	1	240	3	2	0	9488	4700	833	35	-1	
5	1	240	3	2	1	9488	4700	212	35	95.081223	UPGRADE
5	1	240	3	2	2	9735	4701	36	34	69.189026	IS
5	1	240	3	2	3	9805	4700	209	35	96.401627	STRICTLY
5	1	240	3	2	4	10046	4701	275	34	96.283157	PROHIBITED.
2	1	241	0	0	0	9334	4755	1135	15	-1	
3	1	241	1	0	0	9334	4755	1135	15	-1	
4	1	241	1	1	0	9334	4755	1135	15	-1	
5	1	241	1	1	1	9334	4755	1135	15	95.000000	 
2	1	242	0	0	0	9334	4792	1135	15	-1	
3	1	242	1	0	0	9334	4792	1135	15	-1	
4	1	242	1	1	0	9334	4792	1135	15	-1	
5	1	242	1	1	1	9334	4792	1135	15	95.000000	 
2	1	243	0	0	0	9745	4835	301	41	-1	
3	1	243	1	0	0	9745	4835	301	41	-1	
4	1	243	1	1	0	9745	4835	301	41	-1	
5	1	243	1	1	1	9745	4836	107	39	56.263245	SITE
5	1	243	1	1	2	9894	4835	152	41	56.263245	CODE:
2	1	244	0	0	0	9740	4879	323	5	-1	
3	1	244	1	0	0	9740	4879	323	5	-1	
4	1	244	1	1	0	9740	4879	323	5	-1	
5	1	244	1	1	1	9740	4879	323	5	95.000000	 
2	1	245	0	0	0	9804	4996	195	59	-1	
3	1	245	1	0	0	9804	4996	195	59	-1	
4	1	245	1	1	0	9804	4996	195	59	-1	
5	1	245	1	1	1	9804	4996	195	59	89.975700	SGLK
2	1	246	0	0	0	9334	5202	1135	14	-1	
3	1	246	1	0	0	9334	5202	1135	14	-1	
4	1	246	1	1	0	9334	5202	1135	14	-1	
5	1	246	1	1	1	9334	5202	1135	14	95.000000	 
2	1	247	0	0	0	9334	5239	1135	15	-1	
3	1	247	1	0	0	9334	5239	1135	15	-1	
4	1	247	1	1	0	9334	5239	1135	15	-1	
5	1	247	1	1	1	9334	5239	1135	15	95.000000	 
2	1	248	0	0	0	9742	5278	308	40	-1	
3	1	248	1	0	0	9742	5278	308	40	-1	
4	1	248	1	1	0	9742	5278	308	40	-1	
5	1	248	1	1	1	9742	5278	106	40	84.796181	SITE
5	1	248	1	1	2	9890	5278	160	40	84.796181	NAME:
2	1	249	0	0	0	9576	5376	651	58	-1	
3	1	249	1	0	0	9576	5376	651	58	-1	
4	1	249	1	1	0	9576	5376	651	58	-1	
5	1	249	1	1	1	9576	5376	389	58	85.497604	SAGUARO
5	1	249	1	1	2	10029	5376	198	58	95.538460	LAKE
2	1	250	0	0	0	9737	5322	330	4	-1	
3	1	250	1	0	0	9737	5322	330	4	-1	
4	1	250	1	1	0	9737	5322	330	4	-1	
5	1	250	1	1	1	9737	5322	330	4	95.000000	 
2	1	251	0	0	0	9334	5493	1135	15	-1	
3	1	251	1	0	0	9334	5493	1135	15	-1	
4	1	251	1	1	0	9334	5493	1135	15	-1	
5	1	251	1	1	1	9334	5493	1135	15	95.000000	 
2	1	252	0	0	0	9334	5531	1135	14	-1	
3	1	252	1	0	0	9334	5531	1135	14	-1	
4	1	252	1	1	0	9334	5531	1135	14	-1	
5	1	252	1	1	1	9334	5531	1135	14	95.000000	 
2	1	253	0	0	0	9691	5584	409	39	-1	
3	1	253	1	0	0	9691	5584	409	39	-1	
4	1	253	1	1	0	9691	5584	409	39	-1	
5	1	253	1	1	1	9691	5584	107	39	9.610777	SlIT—E
5	1	253	1	1	2	9840	5584	260	39	96.303062	ADDRESS:
2	1	254	0	0	0	9462	5679	871	304	-1	
3	1	254	1	0	0	9462	5679	871	304	-1	
4	1	254	1	1	0	9493	5679	809	47	-1	
5	1	254	1	1	1	9493	5686	264	40	96.154938	LATITUDE:
5	1	254	1	1	2	9813	5686	80	40	96.538292	33°
5	1	254	1	1	3	9933	5679	77	47	69.472389	34’
5	1	254	1	1	4	10054	5679	177	47	76.648308	29.90
20% |IF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT G.SPLICES ARE NOT PERMITTED IN REINFORCING BARS EXCEPT AS DETAILED
FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. OR AUTHORIZED BY STRUCTURAL ENGINEER.
PART 3. CONCRETE 5.4. GENERAL H. FILL VOIDS AND MASONRY BLOCK CELLS SOLIDLY WITH GROUT U.N.O. N
LONGITUDE: 111° 32’ 15.34” W
INC 5.1. CODES AND STANDARDS — SEE T-1, CODES AND REGULATIONS A. CONCRETE SUPPLIER SHALL HAVE APPROVED PLASTICIZER ON TRUCK |. PLACE (2)—#5 REINFORCING BARS AROUND OPENINGS, WITH 2’—8” MIN.
14011 N. BUSH HWY.
A. CONCRETE TO BE OF GRADE 4,000 PSI, TYP. U.N.O TO AID POURING & PLACING OF PIERS & FOUNDATIONS. PROJECTION AT EACH END BEYOND OPENING, UNLESS NOTED OTHERWISE.
MESA, AZ 85215
B.ALL MATERIAL, LABOR, AND METHODS SHALL CONFORM ~ TO B.AIR ENTRAINING AGENT SHALL BE USED IN CONCRETE EXPOSED TO ENCOUNTERED TO PROPERLY DRAIN. MARICOPA COUNTY
Services,
APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. FREEZING TEMPERATURES.
PERFORM ALL CONCRETE CONSTRUCTION IN ACCORDANCE WITH ACI C.SUBCONTRACTOR JIS RESPONSIBLE FOR EMBEDMENT LOCATIONS,
SHEET TITLE:
501 AND 318. SIZES, AND PROPER ANCHORING TO HOLD ITEMS IN PLACE
C.PERFORM CONCRETE DRILLED PIER CONSTRUCTION IN ACCORDANCE ACCURATELY.
WITH ACI 336.1 AND 3356.3R. D.SUBCON TRACTOR SHALL SUPPLY AND USE APPROVED
Communications GENERAL NOTES
FORM—RELEASING AGENT ON ALL FORMS.
E.ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH
SMOOTH DOWELS AS SPECIFIED AND APPROVED BONDING AGENT
F.EXPOSED CONCRETE WILL HAVE UNIFORM FINISH AND SLOPED FOR
OADW DRAINAGE UNLESS = OTHERWISE = NOTED. CONCRETE = STOOPS, SHEET NUMBER:
LANDINGS, AND WALKWAYS SHALL BE BROOM FINISHED.
G.SUBCONTRACTOR SHALL PROTECT CONCRETE FROM ADVERSE
GN
Copyright WEATHER CONDITIONS, PREMATURE DRYING & MECHANICAL INJURY TO = 2
ENSURE PROPER CURING.

PART 10. ELECTRICAL CONDUIT IN CONCRETE SLABS: PART 13: DEFERRED SUBMITTAL ITEMS: PART 14: BUILDING TOLERANCES: BUILDING CODE:
A. ELECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE ENTIRE CONTRACT DOCUMENTS SHALL BE USED TO BUILD
A. STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, WITH MARICOPA
PLASTIC CONDUIT. ALUMINUM CONDUIT IS PROHIBITED. BUILDING. SOME CRITICAL ITEMS REQUIRED BY OTHER
THE AISC CODE OF STANDARD PRACTICE AND ACI 117, STANDARD COUNTY AMENDMENTS.
DISCIPLINES MAY NOT BE SHOWN ON STRUCTURAL DRAWING
B. CONDUIT WITH A MAXIMUM OUTSIDE DIAMETER OF 1/6 TIMES THE SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION
permission SLAB THICKNESS MAY BE EMBEDDED IN ONE LAYER. AT THE (i.e. PRE—FABRICATED SHELTER, STEEL TOWER, FOR CONSTRUCTION SPECIFICATIONS OF NEW POLE STRUCTURE, POLE
AND MATERIALS.
MID—DEPTH OF SLABS. PRE-ENGINEERED STRUCTURE, RF DESIGN, MECHANICAL AND FOUNDATION AND SHELTER BUILDING, PLEASE REFER TO DRAWINGS
PROVIDED BY OTHERS.
C. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 3 TIMES PLUMBING LOADS, SUPPORT PLATES ETC.)
written CONDUIT DIAMETER. PART 15: EXISTING STRUCTURE:
ITEMS SHOWN BY OTHER DISCIPLINES WITH REFERENCE TO DESIGN LOADS:
D. CONDUIT SHALL BE FIRMLY CHAIRED AND TIED TO PREVENT THESE DRAWING BUT NOT SHOWN IN THIS SET SHALL BE A. EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR
FOR MONOPOLE ANALYSIS, PLEASE REFER TO STRUCTURAL REPORT
prior DISPLACEMENT DURING POURING. CONSIDERED DESIGN BUILD ITEMS. SUB-—CONTRACTOR SHALL REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN
PROVIDED BY VALMONT.
E. PLACE #35 AT 12 INCHES ADDITIONAL REINFORCING ABOVE AND SUBMIT DESIGN BY OTHERS FOR REVIEW. THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY
's
BELOW, PERPENDICULAR TO THE CONDUIT. THE ADDED REINFORCING THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE FOR SHELTER DESIGN, PLEASE REFER TO STRUCTURAL DESIGN
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE
SHALL EXTEND 17-0” PAST THE CONDUIT ON BOTH SIDES. CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY CALCULATIONS PROVIDED BY OLDCASTLE PRECAST, INC.
FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD
ADWCOMM F. FOR CONDUIT PLACED IN SLABS ON METAL DECKING, CONDUIT SHALL DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO FOR ALL OTHER STRUCTURES:
OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
RUN IN THE METAL DECK FLUTES PER THE TYPICAL CONDUIT IN THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER ® MOTOROLA SOLUTIONS
MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING WIND LOAD = 120 MPH ULTIMATE WIND SPEED WITH 3 SECOND GUST,
SLAB ON METAL DECK DETAIL. TO ARCHITECTURAL PLANS FOR’ DIMENSIONS, EMBEDMENTS, AND
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT EXPOSURE C.
OPENINGS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL 1503 EAST ALGONQUIN ROAD
PART 11: LATERAL PRESSURE ON SUBGRADE WALLS: BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO
PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT RISK CATEGORY = IV SCHAUMBURG, ILLINOIS 60196
without A. THE DESIGN PRESSURES FOR SUBGRADE WALLS ARE BASED ON A CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER
SHOWN. SEISMIC DESIGN CATEGORY = C TELEPHONE: 847.576.5000
“DRAINED” CONDITION. SEE CIVIL AND MECHANICAL DRAWINGS FOR SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR’S MEANS,
WWW.MOTOROLASOLUTIONS.COM
SUBGRADE DRAINAGE SYSTEM. SEE GEOTECHNICAL REPORT FOR METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF B. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER SOIL SITE CLASS = D
format COMPACTION REQUIREMENTS AT SUBGRADE WALLS. SUBGRADE WALLS CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO) THE MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss = 24.1%g; S1 = 7.2% q
AND SUPPORTING SLABS SHALL HAVE ATTAINED THEIR FULL EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND
any PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION DESIGN SPECTRAL ACCELERATION PARAMETERS, Sds = 25.7%g; Sd1 =
CONCRETE STRENGTH BEFORE PLACING ANY BACKFILL. = THE ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST RETAIN
in CONTRACTOR SHALL PROVIDE TEMPORARY BRACES FOR WALLS _ IF VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). A LICENSED STRUCTURAL ENGINEER WHO SHALL INVESTIGATE WHERE 11.6%g
BACKFILL IS PLACED BEFORE WALLS AND SLABS ACHIEVE FULL CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
THIS TEMPORARY SHORING/BRACING IS REQUIRED, AND SHALL
CONCRETE STRENGTH. ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE
DESIGN THIS TEMPORARY SHORING/BRACING. FOUNDATIONS:
reproduced PART 12: SHOP DRAWINGS: DESIGN LIVE LOAD PER SQUARE FOOT.
PART 16: SEQUENCING CONSTRUCTION AND LATERAL STABILITY: SOIL REPORT BY PROTEX; PROJECT NO. 5377 (REVISED REPORT) DATED
A. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS
or IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST A. THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A 05/15/17. SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR COMMUNICATIONS ING
SERVICES,
NON—SELF-SUPPORTING STRUCTURE. LATERAL FORCES DUE TO WIND, CONTROLLED COMPACTED FILL IN ACCORDANCE WITH THE ABOVE REPORT.
B. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO EDITION AND/OR ADDENDA.
EARTHQUAKE, OR SOIL ARE CARRIED BY THE ROOF AND FLOOR BOTTOM OF FOOTING TO BE 1’—-6” MINIMUM BELOW FINISHED GRADE. 14350 N. 87th ST., STE. 190
disclosed SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH = CONTRACT
DOCUMENTS SHALL BE FLAGGED UPON HIS REVIEW. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR DIAPHRAGMS TO THE LATERAL SYSTEM. CERTAIN ELEMENTS SHOWN FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND SCOTTSDALE, AZ 85260
ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PHONE: 480.291.6824
ON OR LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, LOWEST ADJACENT GRADE WITHIN S-FEET FOR PERIMETER FOOTINGS.
C. VERIFY ALL DIMENSIONS WITH ARCHITECT AND ALL FINISHED GRADE
WITH APPROPRIATE TRADES, DRAWINGS AND
used, WITH CIVIL DRAWINGS. COLUMNS, AND WALLS). IF, DUE TO SEQUENCING OF CONSTRUCTION, DESIGN SOIL BEARING VALUE = 1,500 PSF. FOUNDATION EXCAVATION SHALL
SUBCONTRACTORS PRIOR TO CONSTRUCTION.
THESE STABILITY ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR BE INSPECTED BY SOILS ENGINEER PRIOR TO PLACEMENT OF CONCRETE. PE SEAL
D. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT
be DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AE SHALL RETAIN A’ LICENSED STRUCTURAL ENGINEER WHO SHALL
ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR CHOOSES AN OPTION, CONTRACTOR SHALL BE RESPONSIBLE INVESTIGATE WHERE TEMPORARY SHORING/BRACING IS REQUIRED, AND
cannot SPECIAL INSPECTIONS:
FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL SHALL DESIGN THIS TEMPORARY SHORING/BRACING. THE CONTRACTOR
It APPROVED AFTER ENGINEER’S REVIEW, UNLESS NOTED ACCORDINGLY. DETAILS. PER IBC SECTION 1701, SPECIAL INSPECTION IS REQUIRED FOR THE
SHALL PROVIDE THIS SHORING/BRACING UNTIL THE REQUIRED
FOLLOWING ITEMS:
E. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE STRUCTURAL ELEMENTS AND THEIR) CONNECTIONS HAVE BEEN
project. CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS. 1. CONCRETE CONSTRUCTION (CONTINUOUS)
SHOP DRAWING REVIEW. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL
PART 17: MISCELLANEOUS: BOLTS IN CONCRETE AND HIGH STRENGTH BOLTING (CONTINUOUS)
F. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. CONFORM TO SIMILAR WORK ON THE PROJECT. AWN
specific ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY A. REFER TO ENTIRE SET OF ENGINEERING DRAWINGS FOR DIMENSIONS REINFORCING STEEL (PERIODIC)
THE STRUCTURAL ENGINEER) OR ARCHITECT ARE NOT TO BE ALL DIMENSIONS SHOWN (INCLUDING ELEVATIONS) = ON NOT SHOWN, INCLUDING BUT NOT LIMITED TO: SIZE AND LOCATION
a STRUCTURAL DRAWINGS ARE TO ASSIST CONTRACTOR IN MASONRY CONSTRUCTION (PERIODIC)
CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR oR
on CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS 9 ARE VERIFICATION. SCALING DIMENSIONS FROM DRAWINGS IS NOT OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, — DRAINS, EXPANSION AND EPOXY BOLTS (CONTINUOUS):
use CONSTRUCTED TO CONTRACT DOCUMENTS. PERMITTED. LOCATION OF ALL ITEMS SHALL BE DETERMINED ANCHOR BOLTS, EMBEDDED ITEMS, ETC. CONTRACTOR SHALL VERIFY
A) DURING PLACEMENT OF ALL EXPANSION AND EPOXY BOLTS, FOR
BY DIMENSIONS OR NOTES ONLY; DO NOT USE GRAPHIC
for G. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO VISUAL VERIFICATION OF HOLE
APPEARANCE TO ASSUME SPECIFIC LOCATIONS.
BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. CONSTRUCTION. WHERE SECTIONS ARE INDICATED ON THE PLAN BY
solely H. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF A NUMBER AND A DRAWING NUMBER THUS, 1/C5, THE INDICATED B) DIAMETER AND DEPTH AND PLACEMENT OF BOLT AND /OR EPOXY
OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR ALL DIMENSIONS WITH DRAWINGS AND FINISHED GRADE WITH SECTION (1) IS SHOWN ON C5. 6. SOIL COMPACTION BELOW SLAB ON GRADE (PERIODIC) | DESICNER: JASON NGO
CORRECTNESS SHALL REST WITH THE CONTRACTOR. CIVIL DRAWINGS PRIOR TO START OF = CONSTRUCTION.
PART 18: SPECIAL INSPECTION AND OBSERVATION: 7. STEEL CONSTRUCTION (PERIODIC)
RESOLVE ANY DISCREPANCY WITH THE RECORD ENGINEER.
information l. DEFERRED SUBMITTALS: (IBC 106.3.4.2)
A. THE PROJECT OWNER, MARICOPA COUNTY, WILL PROVIDE THE 8. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: SUBMITTALS
J. FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS,
DIRECTION ON REQUIRED SPECIAL INSPECTION ITEMS = AND
DEFINED AS THOSE PORTIONS OF THE DESIGN WHICH ARE NOT BUT APPLY UNLESS NOTED OTHERWISE. A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO REV. DATE DESCRIP TION BY
STRUCTURAL OBSERVATION AS REQUIRED BY MARICOPA COUNTY RFP.
SUBMITTED AT THE TIME OF THE APPLICATION AND WHICH ARE TO WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS
2 | 04.25.17 REDESIGN JN
contains BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED B. SPECIAL INSPECTIONS & SPECIAL INSPECTIONS FOR — SEISMIC AND SPECIFICATION.
GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, = THE
PERIOD. RESISTANCE (FOR SEISMIC DESIGN CATEGORY C) ARE REQUIRED FOR 5 05.10.17 COMMENTS JN
GREATER REQUIREMENTS SHALL GOVERN. B) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO
and K. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE PRIOR APPROVAL THE FOLLOWING ITEMS ON THIS PROJECT:
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND THE CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION. 4 05.15.17 COMMENTS JN
OF THE BUILDING OFFICIAL. THE ARCHITECT OR ENGINEER OF RECORD
SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF AN B.1. STRUCTURAL STEEL PER IBC 1704.5 AND 1707.2. APPROVED CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION
SHALL LIST THE DEFERRED SUBMITTALS ON THE PLANS AND THE 5 07.13.17 ISSUED FOR PERMIT JN
ENGINEER REGISTERED IN THE STATE OF ARIZONA. FABRICATOR CERTIFICATES FROM AISC OR ICC MUST BE SHALL PROVIDE INSPECTION REPORTS TO BUILDING OFFICIAL &
OWNER/CONTRACTOR SHALL SUBMIT THE DEFERRED SUBMITTAL
PROVIDED TO THE BUILDING OFFICIAL TO WAIVE INSPECTION ENGINEER OF RECORD. DISCREPANCIES SHALL BE BROUGHT TO 6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. SUPPLIER OF ENGINEERED STRUCTURAL COMPONENTS | (i.e.
OF SHOP FABRICATION. IMMEDIATE ATTENTION OF CONTRACTOR FOR CORRECTION. IF
L. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE STEEL JOISTS, STAIRS, PRECAST ITEMS) SHALL BE
B.2. REINFORCED CONCRETE AND POST—INSTALLED ANCHORS UNCORRECTED, DISCREPANCIES SHALL BE SUBMITTED TO DESIGN THE INFORMATION CONTAINED IN THIS SET
SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL RESPONSIBLE FOR COMPLETE DESIGN AND SHALL USE ENTIRE OF DOCUMENTS IS PROPRIETARY BY NATURE.
of REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH PER IBC 1704.4 & 1707.7 AND THE ICC—-ES REPORT FOR AUTHORITY AND BUILDING OFFICIAL.
CONTRACT DOCUMENTS TO INCLUDE ALL LOADS AND DETAIL ANY USE OR DISCLOSURE OTHER THAN THAT
A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS THE PRODUCT(S) USED. C) UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER SHALL WHICH RELATES TO MARICOPA COUNTY'S
item REQUIREMENTS FROM ALL DISCIPLINES. SUPPLIER SHALL
HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN C. THE LPG STANDBY EMERGENCY GENERATOR IS A DESIGNATED SEISMIC COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT P25 RADIO SYSTEM INFRASTRUCTURE
PROVIDE ADDITIONAL MATERIAL REQUIRED TO MEET ALL THEIR
GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE TO THE BEST OF HIS KNOWLEDGE THE WORK IS IN THE UPGRADE IS STRICTLY PROHIBITED.
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR REQUIREMENTS FOR INSTALLATION (i.e. WIDER BEARING SYSTEM REQUIRING SEISMIC QUALIFICATION IN ACCORDANCE WITH IBC
proprietary 1708.4 & ASCE 7. CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE PLATES, SHIMS, ERECTION BOLTS ETC.).
AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. SITE CODE:
BUILDING OFFICIAL.
STRUCTURAL STEEL SUPPLIER SHALL FURNISH BOLTS FOR
D) SPECIAL INSPECTIONS ARE TO BE PERFORMED INDEPENDENTLY AND
a OSHA CONNECTIONS (SEE DRAWINGS FOR DETAILS). PART 19: DUTIES & RESPONSIBILITIES OF SPECIAL INSPECTOR:
is IN ADDITION TO BUILDING OFFICIAL’S SCHEDULED INSPECTIONS.
SGLK
WALL SHORING SHALL BE INSTALLED PRIOR TO BACKFILLING A. SPECIAL INSPECTOR SHALL OBSERVE WORK ASSIGNED TO. VERIFY
BEHIND ALL BUILDING RETAINING WALLS, UNLESS — ALL ACCORDANCE WITH APPROVED DESIGN DRAWINGS & SPECIFICATIONS.
document
RESTRAINING SLABS ARE INSTALLED. USE HANDTAPPING B. CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION SHALL ADDITIONAL MOTOROLA R56 SPECIFICATIONS:
ONLY WHEN WITHIN 8-0” OR WITHIN HALF THE WALL HEIGHT PROVIDE INSPECTION REPORTS TO BUILDING OFFICIAL & ENGINEER OF
This OF BACKFILLED WALL. RECORD. DISCREPANCIES SHALL BE BROUGHT TO IMMEDIATE SITE NAME:
SECTION 4.4.1.2.2 GROUND ROD INSTALLATION:
ATTENTION OF CONTRACTOR FOR CORRECTION. IF UNCORRECTED,
CONTINUOUS FOUNDATION DRAIN PIPES (FRENCH DRAINS) OR e GROUND RODS THAT CANNOT BE DRIVEN STRAIGHT DOWN, DUE TO SAGUARO LAKE
DISCREPANCIES SHALL BE SUBMITTED TO DESIGN AUTHORITY AND
WEEP HOLES SHALL BE PROVIDED BEHIND ALL CONTACT WITH ROCK FORMATIONS, MAY BE DRIVEN AT AN OBLIQUE
BUILDING OFFICIAL.
BASEMENT WALLS AND ALL EXTERIOR RETAINING WALLS THAT ANGLE OF NOT GREATER THAN 45 DEGREES FROM THE VERTICAL, OR
(ADWCOMM). C. UPON COMPLETION OF ASSIGNED WORK, THE ENGINEER SHALL SEAL
RETAIN MORE THAN 3'-O” OF SOIL WEEP HOLES WHERE USED MAY BE BURIED HORIZONTALLY AND PERPENDICULAR TO THE BUILDING, SITE ADDRESS:
& SIGN APPROPRIATE FORMS CERTIFYING TO BEST OF KNOWLEDGE
SHALL BE 2” IN DIAMETER AT 6-0” O.C. MAXIMUM. IN A TRENCH AT LEAST 762 MM (30 IN.) DEEP.
THE WORK IS IN CONFORMANCE WITH APPROVED PLANS & LATITUDE: 33° 34’ 29.90" N
SPECIFICATION & APPLICABLE WORKMANSHIP PROVISIONS OF THE LONGITUDE: 111° 32’ 15.34” W
INC
CODE. 14011 N. BUSH HWY.
D. SPECIAL INSPECTIONS ARE TO BE PERFORMED INDEPENDENTLY AND IN MESA, AZ 852195
Services, ADDITION TO BUILDING OFFICIAL’S SCHEDULED INSPECTIONS. MARICOPA COUNTY
SHEET TITLE:
Communications GENERAL, STRUCTURAL
& INSPECTION NOTES
OADW SHEET NUMBER:
GN
= 3
Copyright

E.W. EACH WAY NF NON—FUSIBLE UG or U/G UNDERGROUND
ABBREVIATION DESCRIP TION
EWC ELECTRIC WATER COOLER NFPA NATIONAL FIRE PROTECTION AGENCY UL or ULL. UNDERWRITERS LABORATORIES, INC.
it POUNDS OR LBS.
EXIST. / (E) EXISTING NIC NOT IN CONTRACT U.N.O. UNLESS NOTED OTHWERWISE
A AMPERES (ELEC)
permission EXT. EXTERIOR NIST NATIONAL INSTITUTE OF STANDARDS AND UT or U/T UNDERGROUND TELCO
A.B. ANCHOR BOLT TECHNOLOGY
XP EXPLOSION PROOF V VOLTS
ABC AGGREGATE BASE COURSE NL NIGHT LIGHT
FA FIRE ALARM VSWR VOLTAGE STANDING WAVE RATIO
written AIR CONDITIONER NO NORMALLY OPEN
A/C
FAB. FABRICATE VAL. VERIFY IN FIELD
ACI AMERICAN CONCRETE INSTITUTE NSF NET SQUARE FEET
prior FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY W WIRE
NTS NOT TO SCALE
ACP ACOUSTICAL CEILING PANEL
's FDN FOUNDATION WP WEATHERPROOF — NEMA SR
OC or O.C. ON CENTER
AF AMPERES FRAME (BREAKER RATING) FLA FULL LOAD AMPS
OF Cl OWNER FURNISHED, CONTRACTOR INSTALLED
A.F.F. ABOVE FINISHED FLOOR FLR FLOOR
ADWCOMM
P POLE LEGEND CAA) MOTOROLA SOLUTIONS
A.F.G. ABOVE FINISHED GRADE FLUOR FLUORESCENT
PB PUSHBUTTON STATION (ELEC)
AF &PA AMERICAN FOREST AND PAPER ASS FOH FRONT OF HOUSE 1503 EAST ALGONQUIN ROAD
A.G.L. ABOVE GROUND LEVEL PC or P.C. PRECAST SCHAUMBURG, ILLINOIS 60196
without F.G. FINISHED GRADE
/ REVISION TELEPHONE: 847.576.5000
PCA PORTLAND CEMENT ASSOCIATION
AH AMPERE HOURS (ELEC) F.O.M. FACE OF MASONRY WWW.MOTOROLASOLUTIONS.COM
PCF POUNDS PER CUBIC FOOT KEYED NOTES
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GALV GALVANIZED
PLF POUNDS PER LINEAR FOOT
or ALT. ALTERNATE GB GRADE BREAK a EASEMENT LINE COMMUNICATIONS SERVICES, ING
PLY PLYWOOD
ALUM. ALUMINUM GEN GENERATOR 14350 N. 87th ST., STE. 190
disclosed PP PANEL POINT —FB—FB—FB— FIBER
AIA AMERICAN INSTITUTE OF ARCHITECTS GRD GRADE OR EXISTING GRADE SCOTTSDALE, AZ 85260
AISC AMERICAN INST. OF STEEL CONSTRUCTION PSI or P.S.I. POUNDS PER SQUARE INCH —GCAS—GAS — GAS. LINE PHONE: 480.291.6824
GFCl GROUND FAULT CIRCUIT INTERRUPTER
used, AlS| AMERICAN IRON & STEEL INSTITUTE PT PRESSURE TREATED
G.S.N. GENERAL STRUCTURAL NOTES —OHE ——OHE- OVERHEARD POWER LINE
PE SEAL
be AITC AMERICAN INST. OF TIMBER CONSTRUCTION PTI POST TENSIONING INSTITUTE
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P\| POINT OF VERTICAL INTERSECTION
cannot AMSL ABOVE MEAN SEA LEVEL
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— ——~G— — GROUND CONDUCTOR
a AR AUDIENCE RIGHT ICBO INTERNATIONAL CONFERENCE OF BUILDING CODES RECEPT. RECEPTACLE
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on A.R.L. ABOVE ROOF LEVEL ICC INTERNATIONAL CODE COUNCIL RDP RECEPTACLE DISTRIBUTION PANEL
use RF RADIO FREQUENCY (E) BRICK
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS
for ENGINEERS RP RECEPTACLE PANEL (E) MASONRY
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION &
AIR CONDITIONING ENGINEERS ISOLATED GROUND (R) RELOCATED
solely CONCRETE
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS IGZ ISOLATED GROUND ZONE
RSC RIGID STEEL CONDUIT | DESIGNER: JASON NGO
| EARTH
ASTM AMERICAN SOCIETY FOR TESTING & MATS IPGB INTERNAL PERIMETER GROUND BUS CONDUCTOR —
RX or Rx RECEIVE
information AT “HALO’
AMPERES TRIP (BREAKER SETTING) SCHED SCHEDULE SUBMITTALS
IPS INTERNATIONAL PIPE STANDARD
ATS AUTOMATIC TRANSFER SWITCH SD SERVICE DISCONNECT SWITCH E ZA PLYWOOD REV. DATE DESCRIP TION BY
JB JUNCTION BOX
AUX AUXILIARY SDC SEISMIC DESIGN CATEGORY SAND 2 | 04.25.17 REDESIGN JN
contains KIP 1000 POUNDS (#)
AWG AMERICAN WIRE GAUGE SDI STEEL DECK INSTITUTE 5 05.10.17 COMMENTS JN
i STEEL
KV KILOVOLT
AWS AMERICAN WELDING SOCIETY SEl
and STRUCTURAL ENGINEERING INSTITUTE (ASCE) 4 05.15.17 COMMENTS JN
KVA KILOVOLT — AMPERES WOOD CONT.
AZ or AZ. AZIMUTH
SES SERVICE ENTRANCE SECTION 5 07.13.17 ISSUED FOR PERMIT JN
KW KILOWATT
@ AT WOOD BLOCKING
— SJl STEEL JOIST INSTITUTE 6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM KWH KILOWATT HOURS
BKR BREAKER GROUND ROD
SN SOLID NEUTRAL
LA LIGHTNING ARRESTOR
BPS BOLTED PRESSURE SWITCH SOG SLAB ON GRADE F F GROUND BUS BAR THE INFORMATION CONTAINED IN THIS SET
LL LIVE LOAD OF DOCUMENTS IS PROPRIETARY BY NATURE.
of BTS BASE TRANSCEIVER STATION
SPD SURGE PROTECTION DEVICE (SEE TVSS) MECHANICAL CONNECTION ANY USE OR DISCLOSURE OTHER THAN THAT
LP LIGHTING PANEL
item BW BUTT WELD WHICH RELATES TO MARICOPA COUNTY'S
LDP LIGHTING DISTRIBUTION PANEL SSGB SHELTER GROUND BUS / SUB—STATION GROUND e EXOTHERMIC WELD OR IRREVERSIBLE HIGH—COMPRESSION CRIMP P25 RADIO SYSTEM INFRASTRUCTURE
C CONDUIT BUS UPGRADE IS STRICTLY PROHIBITED.
LPG LIQUEFIED PROPANE GAS
CB CIRCUIT BREAKER SW SWITCH GROUND ACCESS WELL
proprietary
LTV LET-—THROUGH VOLTAGE SITE CODE:
C.J. CONTROL JOINT SWBD SWITCHBOARD
LVLD LOW-VOLTAGE LOAD DISCONNECT
a CKT CIRCUIT SWGR SWITCHGEAR
is LWC LIGHT WEIGHT CONCRETE SGLK
CMU CONCRETE MASONRY UNIT TB TERMINAL BOX
MAS MASONRY
document CT CURRENT TRANSFORMER TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION
MAX MAXIMUM
DEMO DEMOLITION TIA-222—-—G CODE FOR TOWER CONSTRUCTION — REVISION °G”
M.B. MACHINE BOLT
This DIM DIMENSION TGB TOWER GROUND BUS BAR SITE NAME:
MCB MAIN CIRCUIT BREAKER
DISC DISCONNECT TELECOM TELECOMMUNICATIONS SAGUARO LAKE
MCC MOTOR CONTROL CENTER
DL DEAD LOAD TMS THE MASONRY SOCIETY
MDP MAIN DISTRIBUTION PANEL
(ADWCOMM). DP DISTRIBUTION PANEL TNND or T TINNED
MECH MECHANICAL SlIT—E ADDRESS:
DS DOWNSTAGE T.C. TOP OF CURBING OR TOP OF CONCRETE
MGB MASTER GROUND BUS LATITUDE: 33° 34’ 29.90" N
DWG DRAWING TOF TOP OF FOOTING
MIN MINIMUM LONGITUDE: 111° 32’ 15.34” W
INC EA EACH TOS TOP OF STEEL 14011 N. BUSH HWY.
MISC, MISCELLANEOUS
EC ELECTRICAL CONTRACTOR TOW TOP OF WALL MESA, AZ 85215
Services, MLO MAIN LUGS ONLY MARICOPA COUNTY
E.F. EACH FRAME TP TAMPER PROOF
MO MASONRY OPENING
E.G. EQUIPMENT GROUND TTB TELEPHONE TERMINAL BACKBOARD
SHEET TITLE:
MOE MODULES OF ELASTICITY
EGB EXTERIOR GROUND BUS TS TUBE STEEL
MPE MECHANICAL, PLUMBING, AND ELECTRICAL
E.J. EXPANSION JOINT TX or [x TRANSMIT ABBREVIATIONS
Communications
MTD MOUNTED
ELEC ELECTRICAL TYP or TYP. TYPICAL é& LEGEND
MIG MOUNTING
EM / EMERG EMERGENCY XFMR / TR TRANSFORMER
NIU NETWORK INTERFACE UNIT
EME ELECTROMAGNETIC ENERGY TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
OADW NEUTRAL SHEET NUMBER:
EMT ELECTRICAL METALLIC TUBING UA or U/A UNDERGROUND ALARMS (I.E. MONITOR LINE)
NC NORMALLY CLOSED
EO ELECTRICALLY OPERATED UE or U/E UNDERGROUND ELECTRICAL
NEC NATIONAL ELECTRICAL CODE GN
— 4
Copyright E.S. EACH SIDE

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| DESICNER: JASON NGO
information SUBMITTALS
REQUIRED NFPA SIGNAGE DO NOT CLIMB SIGNAGE HAZARDOUS MATERIALS SIGNAGE saan [= REV. DATE DESCRIP TION BY
2 | 04.25.17 REDESIGN JN
contains
5 05.10.17 COMMENTS JN
and 24" 4 05.15.17 COMMENTS JN
5 07.13.17 ISSUED FOR PERMIT JN
va 12" 4 6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM
>
(@ PUBLIC SAFETY
THE INFORMATION CONTAINED IN THIS SET
RADIO COMMUNICATIONS FACILITY 4a >» 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 an Maricopa County
proprietary () ens Wireless Systems
18" ott. SITE CODE:
NO LOITERING OuNS
7
oo
a
is ON THIS PROPERTY 18"
SGLK
8-1/2"
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:
\ y,
SAGUARO LAKE
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° 34’ 29.90" N
LONGITUDE: 111° 32’ 15.34” W
INC
14011 N. BUSH HWY.
MESA, AZ 85215
Services, MARICOPA COUNTY
NO TRESPASSING SIGN NOTES: RE NOTICE SIGN NOTES:
1) BE OWNER CONTACT INFORMATION SIGN NOTE: RF GUIDELINES PLACARD NOTES: SHEET TITLE:
1. (QTY 4) SIGNS SHALL BE MOUNTED ON FOUR 1. (QTY SIGN SHALL MOUNTED
FENCE WALLS NEXT TO ACCESS GATES
BE (QTY 1) TO BE POSTED ON EXTERIOR DOOR 1, (QTY 1) TO BE POSTED INSIDE THE
Communications 2. NO TRESPASSING SIGN SHALL BE PLACED 6’—0” 2. RF NOTICE SIGN SHALL PLACED
OF SHELTER EQUIPMENT ROOM ON SHELTER DOOR TO SIGNAGE & NOTES
FROM THE FINISH GRADE 6’—0” FROM THE FINISH GRADE
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
PFENCE SIGNAGE scate:nts | 2 | SHELTER SIGNAGE SCALE : NTS 4

/ /
/
. NAD83 / / ALL THAT PORTION OF SECTION 28, TOWNSHIP 3 NORTH,
- : » _ POINT ' ot
= VATION eno aaa a eo v RANGE 8 EAST OF THE GILA AND SALT RIVER BASE
(NAVD88) 10 46 71 SEC 28
. ~ y, AND MERIDIAN, MARICOPA COUNTY, ARIZONA
7 536959 0D 31544999 NW COR WORK AREA
12 936958.12 815499.22 NE COR WORK AREA 55’ /
PROJECT AREA #1 LEGAL DESCRIPTION
13 936930.20 815501.35 SE COR WORK AREA
14 936925.94 815445.56 SW COR WORK AREA ALL THAT PORTION OF SECTION 28, TOWNSHIP 3 NORTH,
/
15 936940.63 815454.61 NEW 50’ TALL MONOPOLE RANGE 8 EAST OF THE GILA AND SALT RIVER BASE
y
16 == a OMITTED 55’ AND MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
17 == == OMITTED J PARTICULARLY DESCRIBED AS FOLLOWS;
/
18 a — OMITTED “~ COMMENCING AT THE G.L.O. MONUMENT AT THE SOUTHEAST
19 OMITTED CORNER OF SAID SECTION 28; THENCE ALONG A THE
Zy
N WAG 20 936832.88 815340.97| 1546.18 PK_NAIL BEARING OF NORTH 44 DEGREES 30 MINUTES 40 SECONDS
a 936977.00 815442.8! POB UTILITY EASEMENT
EAST BASED UPON AZ CENTRAL STATE PLANE COORDINATE
22 936902.07 815434.99 ANGLE PT UTILITY EASEMENT RIGHT OF WAY
SYSTEM NAD83 BY GPS OBSERVATIONS. A DISTANCE OF
23 936840.15 B15439.55 ANGLE PT UTILITY EASEMENT UO FOR NO. 206 MOTOROLA SOLU TIONS
/ 3670.61 FEET TO THE POINT OF BEGINNING OF PROJECT
25 936850. 32 815454. 21 POT UTILITY EASEMENT ,
a : ;
26 936932.39 8154.38.16 POINT A OF UTILITY EASEMENT 5 eeCONDS acy veoo Pee THENCE Soune 36 NEoREeS 1303 East Algonquin Road
a 256952.98 pioaae.se CL UTIITY EASEMENT] 7 Schaumburg, Illinois 60196 USA
37 MINUTES 39 SECONDS WEST, 55.96 FEET; THENCE NORTH
- 04 DEGREES 26 MINUTES 37 SECONDS WEST, 33.19 FEET TO Telephone: 847.576.5000
LINE TABLE
| THE POINT OF BEGINNING.
LINE [LENGTH BEARING a www.MOTOROLASOLUTIONS.com
ul 717 N90°00'00"W 4 UTILITY EASEMENT LEGAL DESCRIPTION
L2 44.39 S02°10’52”W 7
A 6’ FOOT WIDE UTILITY EASEMENT SITUATED IN. THAT
L3 70.85 S04°09'49E
L4 39.28 N86°46'09"E Za PORTION OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 8
EAST OF THE GILA AND SALT RIVER BASE
-——— PROJECT AREA AND MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE G.L.O. MONUMENT AT THE SOUTHEAST
CORNER OF SAID SECTION 28; THENCE ALONG A THE
BEARING OF NORTH 44 DEGREES 30 MINUTES 40 SECONDS
EAST BASED UPON AZ CENTRAL STATE PLANE COORDINATE COMMUNICATIONS SERVICES, INC
SYSTEM NAD83 BY GPS OBSERVATIONS, A DISTANCE OF 14350 N. 87TH ST, SUITE 190
BOAT 3670.61 FEET TO THE NW CORNER OF THE PROJECT AREA; SCOTTSDALE, AZ 85260
_
~ DOCK THENCE SOUTH 89 DEGREES 04 MINUTES 46 SECONDS EAST, Prone iooc2L.e820
—~__ 56.24 FEET; THENCE SOUTH 04 DEGREES 22 MINUTES 21
~ SECONDS EAST, 28.00 FEET; THENCE SOUTH 85 DEGREES 37
7 \ TS DRAIN TS CP ND a Le
er MINUTES 39 SECONDS WEST, 55.96 FEET; THENCE NORTH 04
PRUPERTY Ue THE BWNER, IT IS PRODUCED SOLELY
se — / UTILITY DEGREES 26 MINUTES 37 SECONDS WEST, 26.19 FEET TO. FOR USE BY THE OWNER AND ITS AFFILIATES.
————— y THE POINT OF BEGINNING OF THE CENTERLINE OF SAID 6 OR OF
EASEMENT —J | REPRODUCTION USE THIS DRAWING AND/OR
/
| $—~_ WIDE UTILITY EASEMENT LYING 3 FEET OF EACH SIDE OF THE IN oT
HE INFORMATION CONTAINED dS FORBIDDEN
ae FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 90
—~ ENLARGED AREA)
DEGREES 00 MINUTES 00 SECONDS WEST, 7.17 FEET;
THENCE SOUTH O02 DEGREES 10 MINUTES 52 SECONDS WEST,
\_@
y4 HELI. 44.39 FEET; THENCE SOUTH 04 DEGREES 09 MINUTES 49
PAD SECONDS EAST, 70.89 FEET; THENCE NORTH 86 DEGREES 46
; WROUGT MINUTES 09 SECONDS EAST, 39.28 FEET TO THE POINT OF
Oe IRON TERMINUS.
FENCE
8
ee __ _—
__
_
~~ SN —_
~ ee eo ASPHALT SAGUARO LAKE
~~ PARKING
LOT
EXPIRES: 3/31/2019
LEGAL DESCRIPTIONS
;
/
o
/
SCALE IS BASED ON 24 X 36 “D’ SIZE
(11 X 17 FORMAT IS NOT TO SCALED
7 é
eS
yon S DRAWN BY: JC
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|
—
SITE CHODE!
ee BENCHMARK
a
ELEVATION ESTABLISHED FROM GPS DERIVED ORTHOMETRIC SGLK
| SHERRIFF S HEIGHTS, APPLYING GEOID 99 SEPARATIONS,
\\
BUILDING CONSTRAINING TO NGS CONTROL STATION COSA,
\\ \
| ELEVATION 1383.8’ NAVD88. SITE NAME:
\
\ BASIS OF BEARINGS
SAGUARD LAKE
/ BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE
PLANE NAD83 COORDINATE SYSTEM ARIZONA CENTRAL
ZONE, DETERMINED BY GPS OBSERVATIONS. SITE LOCATION:
SURVEY DATE SAHUARO LAKE MARINA
|
9.12.15 SAHUARO LAKE, AZ
(2)
SURVEYOR'S NOTES LATITUDE: 33° 34’ 29,90’ N
POT A TITLE REPORT WAS NOT PROVIDED AT THE TIME THIS LONGITUDE: 111° 32’ 15.34” W
ENLARGED DETAIL ASPHALT ROAD SURVEY WAS PERFORMED. ANY EASEMENTS OR OTHER ITEMS FLEVATION: 1541.2’ AMSL
CONTAINED WITHIN THE TITLE REPORT WHICH MAY AFFECT
SCALE: 1”=20" THE LEASE AREA HAVE NOT BEEN PLOTTED.
L_ — THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD
SHEET TITLE: .
INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY
LEGEND
a SURVEY OF THE PROPERTY.
MONOPOLE DIRT ROAD
62
FLEC. S POB POINT OF BEGINNING Se SPOT ELEVATION | | | }» | | (3 Re A }» | | (- A |
TRANSFORMER CONST. YARD POT POINT OF TERMINUS
POSITION OF
@
——- Q ne PUE PUBLIC UTILITY EASEMENT ee
DOLE : NOTES S U KR VV E Y
ROW RIGHT OF WAY UTILITY
Dh = WATER CONTROL VALVE SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE
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x FIRE HYDRANT SHOWN OR THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF
CRAPHIC SCALE POLE SW SIDEWALK OQ; POWER POLE THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE
AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL
; BCHA BRASS CAP IN HANDOLE ELECTRIC MANHOLE
SURVEYOR 5 2 100 2 UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION
2925 E Riggs Rd Suite . 8-191 a a BCFL BRASS CAP FLUSH © TELCO MANHOLE AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE
Chandler, AZ 85249 © FOUND AS NOTED CONTRACTOR.
(480) 656-7912 office (CIN PEED)
Fine 901 a a PROJECT INFORMATION | \ — |
(480) 219-5195 fax OVERHEAD ELECTRIC SROPERTY LINE BARBED WIRE FENCE

EXISTING PLAN KEYED NOTES: 4
PROPERTY LINE 1. EXISTING UTILITY ROLE
permission 2. EXISTING OVERHEAD POWER LINE
/ 5. EXISTING BUILDING
4, EXISTING WROUGHT IRON FENCE
5. EXISTING HELICOPTER LANDING PAD
written
6. NE OF TOP BANK OF SAGUARO LAKE
/. EXISTING DOCK
prior 8. EXISTING MCSO OFFICE BUILDING
ADWCOMM‘'s
© MOTOROLA SOLUTIONS
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
format
any
in
reproduced
or COMMUNICATIONS SERVIGES, ING
14350 N. 87th ST., STE. 190
disclosed
SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
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| DESICNeR: JASON NGO
SAGUARO LAKE RESERVOIR
information SUBMITTALS
REV. DATE DESCRIP TION BY
2 | 04.25.17 REDESIGN JN
contains
5 05.10.17 COMMENTS JN
and 4 05.15.17 COMMENTS JN
5 07.13.17 ISSUED FOR PERMIT JN
6 10.17.17 ISSUED FOR PERMIT JN
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
SITE CODE:
a
is
SGLK
document
OWNER: TON TO NATIONA FOREST SITE NAME:
This
SAGUARO LAKE
(ADWCOMM).
SITE ADDRESS:
LATITUDE: 33° 34 29.90" N
LONGITUDE: 111° 32’ 15.34" W
INC
14011 N. BUSH HWY.
MESA, AZ 85215
Services, MARICOPA COUNTY
SHEET TITLE:
Communications OVERALL SITE PLAN
OHE——
OADW SHEET NUMBER:
_—
A
Copyright
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EXISTING PLAN KEYED NOTES: x
1. EXISTING MCSO OFFICE BUILDING
Oo a 2. EXISTING CONCRETE SIDEWALK TO REMAIN
permission
3. EXISTING GATE (TYP.)
4. EXISTING WROUGHT IRON FENCE ABOVE CMU WALL TO REMAIN
5. EXISTING CONCRETE LOADING RAMP
written
6. EXISTING TREE (TYP.)
7. EXISTING LANDSCAPE WALL TO REMAIN
prior 8. EXISTING TOWER TO REMAIN
's 9. EXISTING BUILDING OVERHANG
10. EXISTING FLAG POLE WITH LIGHTS TO REMAIN
a
a 11. EXISTING VAULT TO REMAIN
ADWCOMM 12. EXISTING WEATHER STATION TO BE RELOCATED. VERIFY AT FIELD
CAA) MOTOROLA SOLU SIONS
SITE PLAN KEYED NOTES: (+) 1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
1. NEW 6’ WIDE UTILITY EASEMENT. TELEPHONE: 847.576.5000
2. NEW U.G. CONDUIT FOR POWER LINE FROM NEW GENERATOR TO WWW.MOTOROLASOLUTIONS.COM
format EXISTING ATS WITHIN THE EXISTING MCSO OFFICE, SEE DETAIL 4
ON SHEET E-5
any 5. NEW U.G. CONDUIT FOR POWER RUN FROM NEW TRANSFORMER
in TO NEW MCW METER MOUNTED ON NEW H—FRAME APPROX. 180’,
SEE DETAIL 4 ON SHEET E-5
4. NEW U.G. CONDUIT FOR POWER RUN FROM GENERATOR TO ATS
reproduced
FOR START-UP AND CONTROL APPROX. 45’, SEE DETAIL 4 ON
SHEET E-5S
or S. NEW U.G. CONDUIT FOR POWER RUN FROM NEW GENERATOR TO COMMUNICATIONS SERVICES, ING
MTS APPROX. 45’, SEE DETAIL 4 ON SHEET E-5
14350 N. 87th ST., STE. 190
disclosed 6. NEW U.G. CONDUIT FOR POWER RUN FROM AC PANEL TO NEW
SSS SCOTTSDALE, AZ 85260
GENERATOR FOR BATTERY CHARGER APPROX. 40°, SEE DETAIL 4
PHONE: 480.291.6824
QRS ON SHEET E-5
used, ISSs AAS 7. NEW J-BOX FOR MONITOR LINES TRANSITION.
PE SEAL
be Sco ome 8. NEW 11’-8"x20’ EQUIPMENT BUILDING, FABRICATION DRAWINGS TO
44
BE PROVIDED BY OLDCASTLE CONCRETE, DEFERRED SUBMITTAL
“4
cannot ITEM. SEE DETAIL 1 ON SHEET S-1 FOR SHELTER FOUNDATION
i DETAIL
It V4 m™
Wy) | — a 9. NEW ICE BRIDGE (+6’-6”), SEE DETAIL 2 ON SHEET A—5.
| VX) | 0 U \ Ss a
10. NEW GPS ANTENNAS (TYP. OF 1 MOUNTED TO ICE BRIDGE POSTS
project.
wy |! O_Z & 1 MOUNTED TO SHELTER WALL), SEE DETAILS 4 & 7 ON
SHEET A—5.
at =
we
specific 11. NEW 50° TALL MONOPOLE, FABRICATION DRAWINGS TO BE
PROVIDED BY MANUFACTURER.
a | +4 | | al |
12. NEW MONOPOLE FOUNDATION, FABRICATION DRAWINGS TO BE
on
PROVIDED BY MANUFACTURER
use 13. NOT USED.
for 14. NEW 6’—6” TALL WROUGHT IRON FENCE, STYLE & COLORED TO
MATCH EXISTING WALL OR SIMILAR. SEE DETAIL 1 ON SHEET A-7
solely iy \\ on) | 15. NEW SITE GRAVEL (TYP.), SEE DETAIL 8 ON SHEET A—5.
4 \ | | | 16. LINE OF 10° PROPANE TANK IGNITION SOURCE SPARK RADIUS | DESICNER: JASON NGO
7
PER NFPA 58.
information 17. NEW 1,000—GALLON PROPANE TANK MOUNTED ON NEW
SUBMITTALS
CONCRETE PAD. SEE DETAIL 1 & 2 ON SHEET A-—6.
18. NEW 2”°¢ STAND OFF PIPE CALLED 4’ ABOVE GRADE WITH 18” REV. DATE DESCRIP TION BY
/
EMBEDMENT IN CONCRETE PIER. SEE DETAIL 5 ON SHEET A-—6.
2 | 04.25.17 REDESIGN JN
contains 19. NEW U.G. GAS LINE FROM NEW PROPANE TANK TO NEW
GENERATOR APPROX. 50’, SEE DETAIL 9 ON SHEET E-5 5 05.10.17 COMMENTS JN
and 20. NEW SECOND STAGE REGULATOR. SEE DETAIL 4 ON SHEET A-6. 4 05.15.17 COMMENTS JN
21. NEW 80kW GENERATOR MOUNTED ON NEW 4'—6"x9’ CONCRETE
5 07.13.17 ISSUED FOR PERMIT JN
PAD. SEE DETAIL 1 & 6 ON SHEET A-—6.
22. NEW U.G. CONDUIT FOR MONITOR LINE FROM NEW PROPANE TANK 6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM
TO NEW SHELTER APPROX. 40°. SEE DETAIL 9 ON SHEET E-—5.
25. NEW U.G. CONDUIT FOR MONITOR LINE FROM NEW GENERATOR TO THE INFORMATION CONTAINED IN THIS SET
NEW SHELTER APPROX. 15’. SEE DETAIL 9 ON SHEET E-—5. OF DOCUMENTS IS PROPRIETARY BY NATURE.
of
ANY USE OR DISCLOSURE OTHER THAN THAT
24. NEW RAMP AND STOOP. SEE DETAIL 2 & 3 ON SHEET S-—1.
item WHICH RELATES TO MARICOPA COUNTY'S
25. NEW NFPA, OWNER & RF GUIDELINES SIGNAGES ATTACHED TO
P25 RADIO SYSTEM INFRASTRUCTURE
SHELTER DOOR. SEE DETAILS 1 & 4 ON SHEET SN-1. UPGRADE IS STRICTLY PROHIBITED.
26. NEW HAZARDOUS MATERIALS SIGNAGE ATTACHED TO PROPANE
proprietary
TANK SHELL. SEE DETAIL 3 ON SHEET SN-1.
SITE CODE:
27. NEW NO TRESPASSING WARNING & RF SIGNAGES ATTACHED TO
a ACCESS GATE. SEE DETAIL 2 ON SHEET SN-1.
is 28. NEW NO TRESPASSING WARNING SIGNAGE ATTACHED TO FENCE. SGLK
SEE DETAIL 2 ON SHEET SN-1
document 29. NEW 10’—-0” WIDE ACCESS GATE PAINTED TO MATCH EXISTING
FENCE COLOR. SEE DETAIL 2 ON SHEET A-—/7.
50. NEW FIRE SUPPRESSION SYSTEM, DEFERRED SUBMITTAL ITEM
SITE_NAME:
This 31. NEW 200A METER WITH FUSED PULL OUT DISCONNECT MOUNTED
ON NEW H—-FRAME, SEE DETAIL 1 ON SHEET E-5 SAGUARO LAKE
52. NEW U.G. CONDUIT FOR POWER RUN FROM DISCONNECT SWITCH
TO ATS WITHIN EQUIPMENT SHELTER, APPROX. 55’, SEE DETAIL 4
(ADWCOMM).
ON SHEET E-5 SlIT—E ADDRESS:
53. NEW MTS & GENERATOR PLUG MOUNTED ON NEW EQUIPMENT
SHELTER LATITUDE: 33° 34’ 29.90" N
54. NEW DISCONNECT SWITCH MOUNTED ON EQUIPMENT SHELTER LONGITUDE: 111° 32’ 15.34” W
INC
55. NEW CMU RETAINING WALL, SEE DETAILS 1, 2 & 3 ON SHEET 14011 N. BUSH HWY.
A-8 MESA, AZ 85215
Services, 56. NEW WROUGHT IRON FENCE INSTALLED ON TOP OF NEW CMU MARICOPA COUNTY
RETAINING WALL, SEE DETAIL 3 ON SHEET A-—7
37. NEW 8-0” WIDE ACCESS GATES (TYP.) PAINTED TO MATCH SHEET TITLE:
EXISTING FENCE COLOR. SEE DETAIL 2 ON SHEET A-—/7.
CQUIPMENT
Communications Call Toll Free
1-800-782-5348 LAYOUT PLAN
2 Working Days Before You Dig
ARIZONA BLUE STAKE, INC.
OADW BL y SHEET NUMBER:
|
aL A-2.2
Copyright 24°x36" SCALE: 1/47 = 17-0”
EQUIPMENT LAYOU AN
12”x18” SCALE: 1/8” 1’—0" a,

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5	1	64	1	1	3	5469	3310	41	41	93.200790	©
5	1	64	1	1	4	5298	3304	128	59	64.698654	(ZHW
5	1	64	1	1	5	4978	3304	279	59	43.788399	096-028)
2	1	65	0	0	0	4978	3178	977	42	-1	
3	1	65	1	0	0	4978	3178	977	42	-1	
4	1	65	1	1	0	4978	3178	977	42	-1	
5	1	65	1	1	1	5498	3178	457	42	0.000000	“HSUNLOVANNVAW
5	1	65	1	1	2	5391	3178	69	41	87.634811	AG
5	1	65	1	1	3	5084	3178	264	41	2.189922	CG3AGIAOdd
5	1	65	1	1	4	4978	3178	64	41	42.549252	JE
2	1	66	0	0	0	0	7200	0	0	-1	
3	1	66	1	0	0	0	7200	0	0	-1	
4	1	66	1	1	0	0	7200	0	0	-1	
5	1	66	1	1	1	0	7200	0	0	95.000000	 
2	1	67	0	0	0	4862	3032	621	0	-1	
3	1	67	1	0	0	4862	3032	621	0	-1	
4	1	67	1	1	0	4862	3032	621	0	-1	
5	1	67	1	1	1	4862	3032	621	0	95.000000	 
2	1	68	0	0	0	4866	2955	774	110	-1	
3	1	68	1	0	0	4866	2955	774	110	-1	
4	1	68	1	1	0	4866	2955	774	110	-1	
5	1	68	1	1	1	5530	2955	110	110	76.878677	(+)
5	1	68	1	1	2	5300	2983	187	41	9.532957	‘SSLON
5	1	68	1	1	3	5087	2983	170	41	0.000000	CSAS
5	1	68	1	1	4	4866	2983	181	41	23.470100	IVLSAC
2	1	69	0	0	0	4830	2922	2	550	-1	
3	1	69	1	0	0	4830	2922	2	550	-1	
4	1	69	1	1	0	4830	2922	2	550	-1	
5	1	69	1	1	1	4830	2922	2	550	95.000000	 
2	1	70	0	0	0	4768	2922	2	550	-1	
3	1	70	1	0	0	4768	2922	2	550	-1	
4	1	70	1	1	0	4768	2922	2	550	-1	
5	1	70	1	1	1	4768	2922	2	550	95.000000	 
2	1	71	0	0	0	6707	2922	2	550	-1	
3	1	71	1	0	0	6707	2922	2	550	-1	
4	1	71	1	1	0	6707	2922	2	550	-1	
5	1	71	1	1	1	6707	2922	2	550	95.000000	 
2	1	72	0	0	0	3039	3304	1028	59	-1	
3	1	72	1	0	0	3039	3304	1028	59	-1	
4	1	72	1	1	0	3039	3304	1028	59	-1	
5	1	72	1	1	1	3837	3310	230	41	0.000000	‘WOLLOG
5	1	72	1	1	2	3607	3304	187	47	44.628860	.0-,0S
5	1	72	1	1	3	3530	3310	41	41	89.757820	©
5	1	72	1	1	4	3359	3304	128	59	83.161003	(ZHW
5	1	72	1	1	5	3039	3304	277	59	0.000000	908-9¢Z)
2	1	73	0	0	0	3039	3240	3362	42	-1	
3	1	73	1	0	0	3039	3240	3362	42	-1	
4	1	73	1	1	0	3039	3240	3362	42	-1	
5	1	73	1	1	1	5735	3240	666	42	0.000000	GC-G—NIG4—90GZ—d0d
5	1	73	1	1	2	5400	3241	296	41	43.572407	IONSHdWV
5	1	73	1	1	3	5230	3241	125	41	90.023293	INNO
5	1	73	1	1	4	5129	3241	59	40	90.261719	XL
5	1	73	1	1	5	4978	3241	112	41	0.000000	MAN
5	1	73	1	1	6	4866	3241	42	41	0.000000	'C
5	1	73	1	1	7	3802	3240	666	42	42.268028	GC-O-NIG4—-60GZ—d9d
5	1	73	1	1	8	3466	3241	296	41	15.495024	IONSHdNV
5	1	73	1	1	9	3296	3241	125	41	87.287422	INNO
5	1	73	1	1	10	3189	3241	66	40	49.147881	Xd
5	1	73	1	1	11	3039	3241	112	41	68.230354	MAN
2	1	74	0	0	0	3039	3178	871	42	-1	
3	1	74	1	0	0	3039	3178	871	42	-1	
4	1	74	1	1	0	3039	3178	871	42	-1	
5	1	74	1	1	1	3453	3178	457	42	0.000000	“HSUNLOVANNVAW
5	1	74	1	1	2	3346	3178	69	41	88.100876	AG
5	1	74	1	1	3	3039	3178	264	41	0.000000	GAdIAOdd
2	1	75	0	0	0	3039	3105	3509	55	-1	
3	1	75	1	0	0	3039	3105	3509	55	-1	
4	1	75	1	1	0	3039	3105	3509	55	-1	
5	1	75	1	1	1	6484	3112	64	41	84.322830	OL
5	1	75	1	1	2	6166	3112	277	42	32.346134	SONIMVYC
5	1	75	1	1	3	5769	3112	352	42	46.663700	NOLLVOINEV4S
5	1	75	1	1	4	5416	3112	309	48	52.891369	“JIOdONOW
5	1	75	1	1	5	5250	3112	126	41	83.282425	TIVL
5	1	75	1	1	6	5129	3105	78	48	50.605209	,OG
5	1	75	1	1	7	4978	3112	112	41	72.337585	MAN
5	1	75	1	1	8	4866	3113	35	40	14.665508	‘1
5	1	75	1	1	9	4650	3112	63	41	49.896027	4g
5	1	75	1	1	10	4545	3112	64	41	90.398254	OL
5	1	75	1	1	11	4227	3112	276	42	44.885098	SONIMVYG
5	1	75	1	1	12	3830	3112	352	42	53.876358	NOILVOINEV4
5	1	75	1	1	13	3477	3112	308	48	40.703392	“JIOdONOW
5	1	75	1	1	14	3311	3112	126	41	80.783386	TIVL
5	1	75	1	1	15	3190	3105	78	48	78.216949	.OS
5	1	75	1	1	16	3039	3112	112	41	71.369331	MAN
2	1	76	0	0	0	2927	3241	42	41	-1	
3	1	76	1	0	0	2927	3241	42	41	-1	
4	1	76	1	1	0	2927	3241	42	41	-1	
5	1	76	1	1	1	2927	3241	42	41	49.022285	C
2	1	77	0	0	0	2927	3113	35	40	-1	
3	1	77	1	0	0	2927	3113	35	40	-1	
4	1	77	1	1	0	2927	3113	35	40	-1	
5	1	77	1	1	1	2927	3113	35	40	62.403530	“|
2	1	78	0	0	0	2923	3032	621	0	-1	
3	1	78	1	0	0	2923	3032	621	0	-1	
4	1	78	1	1	0	2923	3032	621	0	-1	
5	1	78	1	1	1	2923	3032	621	0	95.000000	 
2	1	79	0	0	0	2927	2955	774	110	-1	
3	1	79	1	0	0	2927	2955	774	110	-1	
4	1	79	1	1	0	2927	2955	774	110	-1	
5	1	79	1	1	1	3591	2955	110	110	82.676994	(+)
5	1	79	1	1	2	3360	2983	187	41	47.336891	‘SSLON
5	1	79	1	1	3	3148	2983	170	41	0.000000	CSAS
5	1	79	1	1	4	2927	2983	181	41	28.353415	IIVLSAC
2	1	80	0	0	0	2891	2922	2	550	-1	
3	1	80	1	0	0	2891	2922	2	550	-1	
4	1	80	1	1	0	2891	2922	2	550	-1	
5	1	80	1	1	1	2891	2922	2	550	95.000000	 
2	1	81	0	0	0	2888	2923	3824	4	-1	
3	1	81	1	0	0	2888	2923	3824	4	-1	
4	1	81	1	1	0	2888	2923	3824	4	-1	
5	1	81	1	1	1	2888	2923	3824	4	95.000000	 
2	1	82	0	0	0	0	7200	0	0	-1	
3	1	82	1	0	0	0	7200	0	0	-1	
4	1	82	1	1	0	0	7200	0	0	-1	
5	1	82	1	1	1	0	7200	0	0	95.000000	  
5	1	82	1	1	2	0	7200	0	0	95.000000	 
2	1	83	0	0	0	9724	2539	168	8	-1	
3	1	83	1	0	0	9724	2539	168	8	-1	
4	1	83	1	1	0	9724	2539	168	8	-1	
5	1	83	1	1	1	9724	2539	168	8	95.000000	 
2	1	84	0	0	0	9374	2512	235	40	-1	
3	1	84	1	0	0	9374	2512	235	40	-1	
4	1	84	1	1	0	9374	2512	235	40	-1	
5	1	84	1	1	1	9478	2512	131	40	42.231487	WaAS
5	1	84	1	1	2	9374	2512	62	40	52.347145	dd
2	1	85	0	0	0	9321	2480	1148	0	-1	
3	1	85	1	0	0	9321	2480	1148	0	-1	
4	1	85	1	1	0	9321	2480	1148	0	-1	
5	1	85	1	1	1	9321	2480	1148	0	95.000000	 
2	1	86	0	0	0	9321	2437	1148	0	-1	
3	1	86	1	0	0	9321	2437	1148	0	-1	
4	1	86	1	1	0	9321	2437	1148	0	-1	
5	1	86	1	1	1	9321	2437	1148	0	95.000000	 
2	1	87	0	0	0	9480	2243	844	165	-1	
3	1	87	1	0	0	9480	2243	844	165	-1	
4	1	87	1	1	0	9587	2368	629	40	-1	
5	1	87	1	1	1	9838	2368	378	40	46.354790	vVE89
5	1	87	1	1	2	9956	2351	89	62	63.446926	160
5	1	87	1	1	3	9832	2351	94	62	22.955465	08%”
5	1	87	1	1	4	9587	2368	195	40	0.000000	-4NOHd
4	1	87	1	2	0	9559	2305	685	47	-1	
5	1	87	1	2	1	10074	2306	170	40	0.000000	O090G8
5	1	87	1	2	2	9965	2306	66	40	88.328514	ZV
5	1	87	1	2	3	9559	2305	360	47	66.543854	‘JIVGSLLOOS
4	1	87	1	3	0	9480	2243	844	47	-1	
5	1	87	1	3	1	10232	2243	92	40	43.749779	O61
5	1	87	1	3	2	10078	2243	108	40	50.235832	“ALS
5	1	87	1	3	3	9941	2243	91	47	89.186989	“LS
5	1	87	1	3	4	9776	2243	119	40	2.243471	YIZ8
5	1	87	1	3	5	9685	2244	45	39	0.000000	“N
5	1	87	1	3	6	9480	2243	163	40	0.000000	OSSHL
2	1	88	0	0	0	9355	2157	1085	36	-1	
3	1	88	1	0	0	9355	2157	1085	36	-1	
4	1	88	1	1	0	9355	2157	1085	36	-1	
5	1	88	1	1	1	10341	2157	99	30	67.814087	ON!
5	1	88	1	1	2	9975	2157	329	36	0.000000	‘SS3DIANSS
5	1	88	1	1	3	9355	2157	585	30	28.051357	SNOILVIOINAWWOO
2	1	89	0	0	0	7231	2166	0	424	-1	
3	1	89	1	0	0	7231	2166	0	424	-1	
4	1	89	1	1	0	7231	2166	0	424	-1	
5	1	89	1	1	1	7231	2166	0	424	95.000000	 
2	1	90	0	0	0	0	7200	0	0	-1	
3	1	90	1	0	0	0	7200	0	0	-1	
4	1	90	1	1	0	0	7200	0	0	-1	
5	1	90	1	1	1	0	7200	0	0	95.000000	 
2	1	91	0	0	0	9321	1679	1148	0	-1	
3	1	91	1	0	0	9321	1679	1148	0	-1	
4	1	91	1	1	0	9321	1679	1148	0	-1	
5	1	91	1	1	1	9321	1679	1148	0	95.000000	 
2	1	92	0	0	0	9321	1637	1148	0	-1	
3	1	92	1	0	0	9321	1637	1148	0	-1	
4	1	92	1	1	0	9321	1637	1148	0	-1	
5	1	92	1	1	1	9321	1637	1148	0	95.000000	 
2	1	93	0	0	0	6889	1595	820	1067	-1	
3	1	93	1	0	0	6889	1595	820	1067	-1	
4	1	93	1	1	0	6889	1595	820	1067	-1	
5	1	93	1	1	1	6889	1595	820	1067	95.000000	 
2	1	94	0	0	0	9449	1365	877	228	-1	
3	1	94	1	0	0	9449	1365	877	228	-1	
4	1	94	1	1	0	9449	1553	877	40	-1	
5	1	94	1	1	1	9449	1553	877	40	46.960030	WOO'SNOILN
5	1	94	1	1	2	9849	1536	130	62	46.960030	1IOSV
5	1	94	1	1	3	9591	1553	233	40	0.000000	IOYOLONW
5	1	94	1	1	4	9446	1536	120	62	84.813362	MMM
4	1	94	1	2	0	9489	1490	798	40	-1	
5	1	94	1	2	1	10153	1490	134	40	41.977165	O00G
5	1	94	1	2	2	9902	1490	214	40	8.800373	9ZG°ZV8
5	1	94	1	2	3	9489	1490	324	40	0.000000	*4ANOHd45
5	1	94	1	2	4	9484	1473	84	62	26.606274	14L
4	1	94	1	3	0	9462	1427	851	47	-1	
5	1	94	1	3	1	10151	1428	162	40	88.352623	96109
5	1	94	1	3	2	9900	1428	209	40	17.736235	SIONITI
5	1	94	1	3	3	9462	1427	392	47	29.843880	“ONNENNAVHOS
4	1	94	1	4	0	9468	1365	839	43	-1	
5	1	94	1	4	1	10164	1365	143	40	0.000000	GVOU
5	1	94	1	4	2	9813	1365	305	43	68.513336	NINONOO
5	1	94	1	4	3	9804	1348	59	64	73.806297	IV
5	1	94	1	4	4	9637	1365	136	40	79.879150	LSV4
5	1	94	1	4	5	9468	1365	127	40	29.186249	FOS
5	1	94	1	4	6	9468	1348	22	64	57.714104	1
2	1	95	0	0	0	9361	1195	1049	138	-1	
3	1	95	1	0	0	9361	1195	1049	138	-1	
4	1	95	1	1	0	9361	1195	1049	138	-1	
5	1	95	1	1	1	10136	1245	274	41	1.988926	SNOILI)
5	1	95	1	1	2	10000	1245	110	42	69.245422	JOS
5	1	95	1	1	3	9519	1245	459	43	6.006565	WIOeOoOLOM
5	1	95	1	1	4	9361	1195	138	138	62.794685	Wy)
2	1	96	0	0	0	0	7200	0	0	-1	
3	1	96	1	0	0	0	7200	0	0	-1	
4	1	96	1	1	0	0	7200	0	0	-1	
5	1	96	1	1	1	0	7200	0	0	95.000000	 
2	1	97	0	0	0	9321	1169	1148	0	-1	
3	1	97	1	0	0	9321	1169	1148	0	-1	
4	1	97	1	1	0	9321	1169	1148	0	-1	
5	1	97	1	1	1	9321	1169	1148	0	95.000000	 
2	1	98	0	0	0	9321	1126	1148	0	-1	
3	1	98	1	0	0	9321	1126	1148	0	-1	
4	1	98	1	1	0	9321	1126	1148	0	-1	
5	1	98	1	1	1	9321	1126	1148	0	95.000000	 
2	1	99	0	0	0	10454	322	4	3202	-1	
3	1	99	1	0	0	10454	322	4	3202	-1	
4	1	99	1	1	0	10454	322	4	3202	-1	
5	1	99	1	1	1	10454	322	4	3202	95.000000	 
2	1	100	0	0	0	9332	322	4	3202	-1	
3	1	100	1	0	0	9332	322	4	3202	-1	
4	1	100	1	1	0	9332	322	4	3202	-1	
5	1	100	1	1	1	9332	322	4	3202	95.000000	 
2	1	101	0	0	0	0	7200	0	0	-1	
3	1	101	1	0	0	0	7200	0	0	-1	
4	1	101	1	1	0	0	7200	0	0	-1	
5	1	101	1	1	1	0	7200	0	0	95.000000	 
2	1	102	0	0	0	9321	335	1148	0	-1	
3	1	102	1	0	0	9321	335	1148	0	-1	
4	1	102	1	1	0	9321	335	1148	0	-1	
5	1	102	1	1	1	9321	335	1148	0	95.000000	 
2	1	103	0	0	0	10491	285	6	6633	-1	
3	1	103	1	0	0	10491	285	6	6633	-1	
4	1	103	1	1	0	10491	285	6	6633	-1	
5	1	103	1	1	1	10491	285	6	6633	95.000000	 
2	1	104	0	0	0	9295	285	4	3236	-1	
3	1	104	1	0	0	9295	285	4	3236	-1	
4	1	104	1	1	0	9295	285	4	3236	-1	
5	1	104	1	1	1	9295	285	4	3236	95.000000	 
2	1	105	0	0	0	1998	6771	580	92	-1	
3	1	105	1	0	0	1998	6771	580	92	-1	
4	1	105	1	1	0	1998	6771	580	92	-1	
5	1	105	1	1	1	2384	6771	194	92	12.932224	I-
5	1	105	1	1	2	2209	6771	124	92	81.524612	VE
5	1	105	1	1	3	1998	6785	130	77	70.975891	LV
2	1	106	0	0	0	1912	4972	1082	1308	-1	
3	1	106	1	0	0	1912	4972	1082	1308	-1	
4	1	106	1	1	0	1912	4972	1082	1308	-1	
5	1	106	1	1	1	1912	4972	1082	1308	95.000000	 
2	1	107	0	0	0	355	6785	1548	78	-1	
3	1	107	1	0	0	355	6785	1548	78	-1	
4	1	107	1	1	0	355	6785	1548	78	-1	
5	1	107	1	1	1	1465	6785	438	78	82.739372	NOILOSS
5	1	107	1	1	2	1026	6785	352	78	6.590624	SSOUdO
5	1	107	1	1	3	890	6785	49	78	25.048595	4
5	1	107	1	1	4	355	6785	519	78	25.048595	IOdONOW
2	1	108	0	0	0	0	7200	0	0	-1	
3	1	108	1	0	0	0	7200	0	0	-1	
4	1	108	1	1	0	0	7200	0	0	-1	
5	1	108	1	1	1	0	7200	0	0	95.000000	 
2	1	109	0	0	0	306	3521	4334	138	-1	
3	1	109	1	0	0	306	3521	4334	138	-1	
4	1	109	1	1	0	306	3521	4334	138	-1	
5	1	109	1	1	1	306	3521	4334	138	95.000000	 
2	1	110	0	0	0	355	3539	2223	92	-1	
3	1	110	1	0	0	355	3539	2223	92	-1	
4	1	110	1	1	0	355	3539	2223	92	-1	
5	1	110	1	1	1	2425	3539	153	92	0.000000	WO
5	1	110	1	1	2	2209	3539	112	92	78.371269	OS
5	1	110	1	1	3	1998	3553	130	77	86.214203	LY
5	1	110	1	1	4	1465	3553	438	78	78.572388	NOILOAS
5	1	110	1	1	5	1026	3553	352	78	52.639389	SSOYO
5	1	110	1	1	6	890	3553	49	78	18.837566	4
5	1	110	1	1	7	355	3553	519	78	18.837566	IOdONOW
2	1	111	0	0	0	2249	2166	0	424	-1	
3	1	111	1	0	0	2249	2166	0	424	-1	
4	1	111	1	1	0	2249	2166	0	424	-1	
5	1	111	1	1	1	2249	2166	0	424	95.000000	 
2	1	112	0	0	0	0	7200	0	0	-1	
3	1	112	1	0	0	0	7200	0	0	-1	
4	1	112	1	1	0	0	7200	0	0	-1	
5	1	112	1	1	1	0	7200	0	0	95.000000	 
2	1	113	0	0	0	0	7200	0	0	-1	
3	1	113	1	0	0	0	7200	0	0	-1	
4	1	113	1	1	0	0	7200	0	0	-1	
5	1	113	1	1	1	0	7200	0	0	95.000000	 
2	1	114	0	0	0	292	3672	2	3083	-1	
3	1	114	1	0	0	292	3672	2	3083	-1	
4	1	114	1	1	0	292	3672	2	3083	-1	
5	1	114	1	1	1	292	3672	2	3083	95.000000	 
2	1	115	0	0	0	291	285	4	3236	-1	
3	1	115	1	0	0	291	285	4	3236	-1	
4	1	115	1	1	0	291	285	4	3236	-1	
5	1	115	1	1	1	291	285	4	3236	95.000000	 
2	1	116	0	0	0	280	294	10226	8	-1	
3	1	116	1	0	0	280	294	10226	8	-1	
4	1	116	1	1	0	280	294	10226	8	-1	
5	1	116	1	1	1	280	294	10226	8	95.000000	 
2	1	117	0	0	0	212	488	50	6411	-1	
3	1	117	1	0	0	212	488	50	6411	-1	
4	1	117	1	1	0	212	488	50	6411	-1	
5	1	117	1	1	1	212	488	50	241	48.029827	UOTSSIULIOd
5	1	117	1	1	2	212	743	39	153	12.677498	Ud}}TIM
5	1	117	1	1	3	212	910	50	107	24.063559	JOTI
5	1	117	1	1	4	212	1033	39	26	29.756168	Ss
5	1	117	1	1	5	212	1075	39	305	0.000000	WIWOOMAYV
5	1	117	1	1	6	212	1395	39	166	29.875555	Joy
5	1	117	1	1	7	212	1576	39	145	0.000000	JeuoJ
5	1	117	1	1	8	224	1736	38	77	82.674591	Aue
5	1	117	1	1	9	212	1829	38	41	66.423668	ut
5	1	117	1	1	10	212	1885	50	246	26.817661	poonpoidas
5	1	117	1	1	11	224	2144	26	45	82.859985	JO
5	1	117	1	1	12	212	2205	39	202	7.428627	pasoyostp
5	1	117	1	1	13	212	2424	46	112	82.260101	‘pasn
5	1	117	1	1	14	212	2551	38	50	73.976112	aq
5	1	117	1	1	15	218	2615	33	146	64.512276	Jouued
5	1	117	1	1	16	213	2775	38	32	52.074516	yy
5	1	117	1	1	17	212	2825	50	162	9.710045	*yOoford
5	1	117	1	1	18	212	3003	50	166	8.637238	orfroads
5	1	117	1	1	19	224	3187	26	22	0.000000	&
5	1	117	1	1	20	224	3226	26	54	92.680298	UO
5	1	117	1	1	21	224	3297	27	73	31.910072	dSN
5	1	117	1	1	22	212	3384	38	64	38.528358	IOF
5	1	117	1	1	23	212	3465	50	129	32.638741	ATOTOS
5	1	117	1	1	24	212	3612	39	262	17.730818	UOTIVULIOJUT
5	1	117	1	1	25	212	3892	39	183	22.844387	SUTeJUOD
5	1	117	1	1	26	212	4092	39	77	35.058075	puke
5	1	117	1	1	27	212	4186	39	308	16.748600	WINOOMGY
5	1	117	1	1	28	212	4507	38	47	80.523216	Jo
5	1	117	1	1	29	212	4571	39	97	68.235939	wor
5	1	117	1	1	30	212	4685	50	247	8.390217	Arejoridoid
5	1	117	1	1	31	224	4947	26	22	40.219212	&
5	1	117	1	1	32	212	4988	39	33	80.314095	st
5	1	117	1	1	33	212	5037	39	219	0.062771	yuoWNDOp
5	1	117	1	1	34	212	5274	39	96	52.520061	SIU,
5	1	117	1	1	35	212	5389	48	354	26.095753	‘(ININOOMAYV)
5	1	117	1	1	36	212	5762	39	93	75.061020	ONI
5	1	117	1	1	37	212	5873	46	198	0.000000	‘SOoTAJoS
5	1	117	1	1	38	212	6091	39	377	6.346760	suoneotunwWwod
5	1	117	1	1	39	212	6485	39	173	20.508694	MAVO
5	1	117	1	1	40	212	6675	50	224	0.000000	1ystIAdod
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PROPANE TANK CONCRETE SLAB KEYED NOTES: (#) FIRST STAGE_REGULATOR (q) | GENERATOR CONCRETE SLAB KEYED (#)
NOTES:
KEYED NOTES:
1. %” CHAMFER EDGE (TYP.)
PER
2. 3” REINFORCEMENT CLEARANCE FROM SLAB PERIMETER 1,
5	1	194	1	4	9	3974	542	147	40	65.571342	FIRST
5	1	194	1	4	10	4160	542	170	40	95.130714	STAGE
5	1	194	1	4	11	4372	542	333	47	48.601776	REGULATOR;
5	1	194	1	4	12	4779	515	34	100	48.601776	|
5	1	194	1	4	13	4842	520	34	39	47.713249	1)
5	1	194	1	4	14	4954	520	220	91	20.856434	OUTLINE
5	1	194	1	4	15	5217	520	64	40	87.830116	OF
5	1	194	1	4	16	5322	519	320	41	87.830116	GENERATOR
5	1	194	1	4	17	6355	544	116	38	94.983315	MFR.
5	1	194	1	4	18	6519	531	228	52	96.204765	SPECS.
5	1	194	1	4	19	6718	517	31	90	54.670963	1
4	1	194	1	5	0	355	568	5360	128	-1	
5	1	194	1	5	1	355	608	40	40	93.475845	3.
5	1	194	1	5	2	467	608	250	40	93.475845	NATURAL
5	1	194	1	5	3	758	608	112	40	96.239326	SOIL
5	1	194	1	5	4	3974	608	341	41	93.015999	COORDINATE
5	1	194	1	5	5	4358	602	77	58	93.015999	W/
5	1	194	1	5	6	4474	608	256	40	96.904884	PROPANE
5	1	194	1	5	7	4842	590	27	102	84.900711	2
5	1	194	1	5	8	4954	568	82	128	47.806435	4”
5	1	194	1	5	9	5078	590	235	102	16.625500	CHAMPER
5	1	194	1	5	10	5364	590	141	102	92.924950	EDGE
5	1	194	1	5	11	5541	583	174	109	26.253677	(TYP)
4	1	194	1	6	0	467	737	6361	59	-1	
5	1	194	1	6	1	467	740	290	41	95.383369	GRANULAR
5	1	194	1	6	2	801	740	100	40	95.383369	FILL
5	1	194	1	6	3	3862	744	26	40	94.359711	2.
5	1	194	1	6	4	3974	737	64	54	69.379593	1%
5	1	194	1	6	5	4105	738	252	58	89.214844	A53/53M
5	1	194	1	6	6	4403	744	114	40	96.574814	PIPE
5	1	194	1	6	7	4560	744	193	40	96.417892	FITTING
5	1	194	1	6	8	6252	751	22	35	0.000000	1
4	1	194	1	7	0	355	784	8850	73	-1	
5	1	194	1	7	1	355	803	40	40	91.828758	5.
5	1	194	1	7	2	467	803	100	40	94.704033	USE
5	1	194	1	7	3	609	803	26	40	94.704033	6
5	1	194	1	7	4	679	803	81	40	95.675987	MIL
5	1	194	1	7	5	801	803	218	40	95.940369	PLASTIC
5	1	194	1	7	6	1061	803	267	40	95.940369	MOISTURE
5	1	194	1	7	7	1370	803	228	40	96.487953	BARRIER
5	1	194	1	7	8	3794	797	41	14	70.177055	~
5	1	194	1	7	9	3974	806	80	40	42.903252	90°
5	1	194	1	7	10	4094	806	178	40	96.058968	ELBOW
5	1	194	1	7	11	4842	784	41	40	48.486565	4
5	1	194	1	7	12	4954	784	240	40	73.693413	PRIMARY
5	1	194	1	7	13	5233	784	65	40	83.578949	CB
5	1	194	1	7	14	5342	784	340	41	83.578949	CONNECTION
5	1	194	1	7	15	5727	784	104	40	76.951744	BOX
5	1	194	1	7	16	6042	818	11	39	46.269630	™~
5	1	194	1	7	17	6208	807	44	42	62.647621	|
5	1	194	1	7	18	6998	828	38	25	16.826982	I
5	1	194	1	7	19	7353	790	34	39	86.820953	1.
5	1	194	1	7	20	7428	790	184	40	95.605591	VERIFY
5	1	194	1	7	21	7651	790	324	40	96.471153	DIMENSIONS
5	1	194	1	7	22	8018	790	116	39	96.092270	WITH
5	1	194	1	7	23	8180	790	320	40	96.092270	GENERATOR
5	1	194	1	7	24	8544	789	440	41	96.131454	MANUFACTURER
5	1	194	1	7	25	9028	790	177	40	96.131454	ALONG
4	1	194	1	8	0	354	841	8440	87	-1	
5	1	194	1	8	1	354	865	41	40	92.314156	6.
5	1	194	1	8	2	467	865	236	40	92.314156	FINISHED
5	1	194	1	8	3	747	865	177	41	96.250504	GRADE
5	1	194	1	8	4	967	865	157	40	96.250504	LEVEL
5	1	194	1	8	5	3862	876	27	40	82.178688	3.
5	1	194	1	8	6	3974	869	87	54	79.290634	1%
permission
written
OPENING ~ WITH LOCATION OF BASE FRAME CONNECTIONS.
' A53/53M PIPE (VERIFY
7. 8” THK. SLAB W/ #4 @ 12” 0.C. EACH WAY: SLAB BIBE BY INSPECTOR ‘OF 5. PRIMARY HIGH VOLTAGE 7 2. VERIFY DIMENSIONS WITH GENERATOR MANUFACTURER ALONG
prior
's 6. SECONDARY HIGH VOLTAGE ane. TANK BASE.
WiTd COAL TAR EPOXY
) STUB-UP AREA (@) 7 au 3. CONNECTION POINTS FOR CONTROL WIRES PROVIDED IN THE
A PIDE FITTING
/ 7. SECOND STAGE REGULATOR . a % LOW VOLTAGE CONNECTION BOX (USE LOW VOLTAGE STUB
5 TRACER WIRE INSTALLED :
ADWCOMM SEE DETAIL 4 ON THIS SHEET
| ON ALL POLYETHYLENE C7) oe UP AREA) (Q) vororota SOLUTIONS
yp | PIPE 6. TTIW RED HEAD TRUIBOLT + c= ~& © | 4, REMOVE ALL LOOSE INORGANIC OR UNSUITABLE SOIL TO
@
y - | 6. 1%” POLYETHYLENE PIPE WEDGE ANCHOR 2 DIA. Fa GT UNDISTURBED BEARING STRATA W/ ALLOWABLE SOIL 1303 EAST ALGONQUIN ROAD
x \ 7. PROPANE TANK ANCHOR BOLT W/ 3/4" MIN 4 no BEARING PRESSURE OF 1500 PSF. SCHAUMBURG, ILLINOIS 60196
without j
00 ad oo \ / EMBEDMENT (MIN. 4); VERIFY a, my, 0. 5. CONCRETE STRENGTH SHALL BE 4000 PSI, MIN. TELEPHONE: 847.576.5000
Bog
PN st Ciwseswswswsues aeons \ / SIZE W/ MANUFACTURER = 6. SUB—GRADE SHALL BE COMPACTED 95% AND WWW.MOTOROLASOLUTIONS.COM
format COCR RAS RNTANG . / SPECS. (3)—T S INDEPENDENTLY TESTED.
ANEARCERTA NAN
PLDI PYPIOW, 7. GENERAL SUBCONTRACTOR TO FOLLOW SUBGRADE
.
any (4)— PREPARATION STATED IN GEOTECHNICAL REPORT
J.
in
Oo
E14 —PER SITE PLAN——-1’ - aa
reproduced / \
or USE ITW RED HEAD TRUBOLT + WEDGE ANCHOR %4” DIA. NPT, a ° a GOMMUNIGATIONS SERVICES, ING
;
ANCHOR BOLT W/ 3%” MIN EMBEDMENT (TOTAL 4): 14350 N. 87th ST., STE. 190
disclosed VERIFY SIZE W/ MANUFACTURER SPECS. PLAN VIEW SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
used, TYPICAL CONC. SLAB DETAIL scale: N.T.S.| 1 | 1ST STAGE REGULATOR DETAIL scale: NTS.) 3 | GENERATOR CONC. SLAG DETAIL SCALE: N.T.S.| 6 |
[Foca
be
TYPICAL PROPANE TANK CONCRETE SLAB (#) 2ND_ STAGE REGULATOR KEYED NOTES: (#)
cannot
DETAIL KEYED NOTES: 1. OUTDOOR GENERATOR.
2. SECOND STAGE REGULATOR —
It
1. OUTLINE OF PROPANE TANK CONTRACTOR TO VERIFY WITH
project. MANUFACTURER PRIOR
2. %’@ HOLES (TYP. OF 4) GENERATOR
5. Jy” 4 CHAMFER EDGE (TYP.) .
3. 1% A53/53M PIPE (VERIFY PIPE
4. |TW RED HEAD TRUBOLT + WEDGE
specific BY INSPECTOR PRIOR TO COATING
ANCHOR %” yo DIA. ANCHOR BOLT W/
WITH COAL TAR EPOXY).
a 5% es MIN EMBEDMENT (TOTAL 4): .
4. 1%” 453/53M PIPE FITTING 90°
on VERIFY SIZE W/ MANUFACTURER aw
use SPECS. 5. SHUT OFF VALVE.
for 6. 1%” POLYETHYLENE PIPE. UW
7. TRACER WIRE INSTALLED ON ALL ON
solely POLYETHYLENE PIPE. ml om |
8. STRUT STRAP & P—1000T j | DESICNER: JASON NGO
UNISTRUT ANCHORED TO CONC. !
|
information SLAB W/ 4’ x2” (L) RED HEAD TAIT SUBMITTALS
HAMMER—SET NAIL DRIVE OR o | WA
PER MER. EQUIV. REV.) DATE DESCRIPTION BY
Ona SPECS 9. MECHANICAL GROUND & #2
2 | 04.25.17 REDESIGN JN
contains — TINNED GROUND LEAD TO
Ona ya \ EXTERIOR GROUND RING. 3 | 05.10.17 COMMENTS JN
/ \
and l~ yo | 8, 4 | 05.15.17 COMMENTS JN
oe - | 5 | 07.13.17 | \SSUED FOR PERMIT | JN
.
[| - | 6 | 10.17.17 | ISSUED FOR PERMIT | JN
ADWCOMM Lat
. |
A NX vA)
& | 2 THE INFORMATION CONTAINED IN THIS SET
ag YOYAY YAY AYN
s | ”) YOU MU Urbs OF DOCUMENTS IS PROPRIETARY BY NATURE.
of KEKE KKK
ap —_ ‘| O E ANY USE OR DISCLOSURE OTHER THAN THAT
item Ths a \. eS WHICH RELATES TO MARICOPA COUNTY’S
€)) cwwe | ny % ZND STAGE REGULATOR DETAIL SCALE: N.7.S.] 4 | NOT USED SCALE: N.T.S.| 7 |NOT USED SCALE: N.T.S.] 9
= B® P25 RADIO SYSTEM INFRASTRUCTURE
Lee BR = Se i CF UPGRADE IS STRICTLY PROHIBITED.
proprietary Ney = Oo MONITOR & GAS LINE KEYED NOTES: (#)
LN ~i* SITE _CODE:
~
5
el , ui a 1. FIRST STAGE REGULATOR:
a —_
is YE) Ro 4 COORDINATE WITH PROPANE SCL
a K
»>@ f SUPPLIER
|
(4) aor t+— 2. REMOTE READY HALL EFFECT
document
Le MODULE TWINSITES AND R3D HALL
soa
A] a | EFFECT MODULE
This od / 3. 2” STAND OFF PIPE CALLED 4’ SITE_NAME:
* a ABOVE GRADE WITH 18”
SS — SAGUARKO LAKE
SS kn EMBEDMENT IN CONCRETE PIER
4. 3%” GALV. THRU BOLT (TYP.)
(ADWCOMM). b 5. 14” LONG P1000T UNISTRUT WITH
DER SITE PLAN SITE ADDRESS.
SUPERSTRUT PIPE STRAP (TYP.)
6. %” SCH. 40 UV RATED PVC PIPE LATITUDE: 33° 34’ 29.90” N
7. 1%" AS3/53M PIPE (VERIFY PIPE oT LONGITUDE: 111" 32) 15.54 W
INC
BY INSPECTOR OF RECORD PRIOR 14011 N. BUSH HWY.
TO COATING WITH COAL TAR MESA, AZ 85215
Services, PROPANE FOUNDATION NOTES: EPOXY) MARICOPA COUNTY
8. EXPLOSION PROOF FITTING
1. VERIFY DIMENSIONS WITH PROPANE MANUFACTURER ALONG WITH
RESPA—EYF75—AL SHEET TITLE: ,
LOCATION OF BASE FRAME CONNECTIONS.
3 TRACER WIRE INSTALLED ON ALL =~,
2. REMOVE ALL LOOSE INORGANIC OR UNSUITABLE SOIL TO
SOLYETHYLENE. BIPE
Communications UNDISTURBED BEARING STRATA W/ / ALLOWABLE SOIL BEARING
10. PIPE_FITTING (8)-——+1] CONSTRUCTION DETAILS
Seescube OF 1500 PSr ; 7
11. PROPANE TANK
3. CONCRETE STRENGTH SHALL BE 4000 PSI, MIN. (9} L
4. SUB—GRADE SHALL BE COMPACTED 95% AND INDEPENDENTLY =
—4— :
TESTED. N7 7 % 7 y 7 7 ane
OADW 5. GENERAL CONTRACTOR TO FOLLOW SUBGRADE PREPARATION XQAGAMGAWHEN SHEET NUMBER:
STATED IN GEOTECHNICAL REPORT
G5
Copyright
LPG TANK CONC. SLAB DETAIL SCALE: N.T.S.| 2 | MONITOR & GAS LINE DETAIL SCALE: N.T.S.| 5 | NOT USED SCALE: N.T.S.} 8 |NOT USED SCALE: N.T.S.J1Q

DETAIL KEYED NOTES: (#)
WROUGHT IRON FENCE KEYED NOTES: (#) Jv
1. FENCE POST
_
1. DIRECT BURIAL 6” SQ. X 1/4” CONT. TS SUPPORT POST, PAINTED TO MATCH EXISTING FENCE (TYP.) 2. 1/2°@ ALL THREAD A36 ROD (6-1/2” LONG) 5” MIN EMBEDMENT
permission 2. MATCH EXISTING OR 1” SQ. WROUGHT IRON TUBE PICKETS, PAINTED TO MATCH EXISTING GATE. SET W/ SIMPSON 'SET’ EPOXY (TYP. OF 4 PER POST) OR
3. MATCH EXISTING OR 2” SQ. Wl. TUBE TOP AND BOTTOM RAIL (TYP.) APPROVED EQUAL
4. NOT USED 3. 6"x8"x1/2” THK. PLATE -
written 5. 1” MINIMUM CLEARANCE BELOW GATE, AFTER DRESS ROCK INSTALLATION 4. FULLY GROUTED CMU WALL <t
6. EXOTHERMIC WELD TO STEEL o
prior 7. #2 AWG SOLID TINNED BARE COPPER CONDUCTOR TO GROUND RING nm
8. FINISHED GRADE NOTE: a
9. NATURAL SOIL a ~
10. 24X42" ” ” CONCRETE Ml 2,900 PSI LJ 6 ”
IT IS PERMITTED TO USE PREFABRICATED BASE PLATE a.
Wye"
ADWCOMM‘'s 11. MATCH EXISTING OR 1/8” WELDS ALL AROUND np) (TYP. AND ANCHORAGE DETAIL SUPPLIED AND ENGINEERED
aie Q moronota OOS
BY THE MANUFACTURE IN LIEU OF THIS DETAIL
5
1303 EAST ALGONQUIN ROAD
Jj-7-+ SCHAUMBURG, ILLINOIS 60196
without WA =
_-(4) ea \ TELEPHONE: 847.576.5000
O74
/ WWW.MOTOROLASOLUTIONS.COM
a 7
format
Os
if 4 \
any
y/o ELEVATION = (| )
in JO /e | |
B® fO O 00
7 | a mOne
reproduced 7 yy ©) ©)
a :
hy 4 \ Gr .
co \ 2 /
or / Oo \ ew \ / COMMUNICATIONS SERVICES, INC
\ Home \ 4
VZV ‘ a 14350 N. 87th ST., STE. 190
disclosed Zz i) a SCOTTSDALE, AZ 85260
“ Lad) PHONE: 480.291.6824
‘al —=_
used,
= PE SEAL
be a PLAN VIEW ENLARGED VIEW
cannot r
T POST BASE DETAIL AT CMU WALL SCALE: N.T.S.| J
It
project. TYPICAL_REINFORCING KEYED NOTES: (#4)
(8) 24”
ON 1. CORNER BARS REQ’D. ON ALL REBARS . ae AB
—_ . |
specific = — of | AT TOP & BOTTOM DIAMETER TO BE 24" a MUN oe no neaunrt oon” MIM UMA
3 Z\SAN KI SK\ XLV SKN XKANK 9 SAME BS ORIOE SEEN RING - -
a WY PQ OYy 4 YY FTF yy
i 4	1	328	1	44	0	820	3209	8043	90	-1	
5	1	328	1	44	1	820	3216	133	83	55.482807	SAS
5	1	328	1	44	2	1306	3209	1150	72	0.000000	EEQROERQRQEQQOZERKOKOLKLOLOQP
5	1	328	1	44	3	2756	3209	1203	72	0.000000	KSEE]
5	1	328	1	44	4	4312	3209	153	72	57.208321	WA
5	1	328	1	44	5	8763	3218	100	69	34.018711	az
4	1	328	1	45	0	2734	3253	4487	103	-1	
5	1	328	1	45	1	820	3253	161	100	50.260525	A
5	1	328	1	45	2	1101	3198	143	214	54.163784	||!
5	1	328	1	45	3	1333	3253	625	100	0.000000	RRR
5	1	328	1	45	4	2117	3253	304	100	0.000000	RRR
5	1	328	1	45	5	2599	3264	1	89	40.785172	|
5	1	328	1	45	6	3041	3253	885	88	40.885765	RRR
5	1	328	1	45	7	4384	3280	44	45	0.000000	J
5	1	328	1	45	8	7083	3255	138	101	38.953217	@
5	1	328	1	45	9	8763	3272	100	55	44.687202	a
4	1	328	1	46	0	892	3305	7971	82	-1	
5	1	328	1	46	1	892	3325	129	44	24.169893	NA
5	1	328	1	46	2	1334	3305	1105	82	0.000000	SAX|AXALRAYAZDBAGASASALQALQI
5	1	328	1	46	3	8763	3338	37	20	7.012415	5
5	1	328	1	46	4	8813	3305	49	82	54.935413	co
4	1	328	1	47	0	489	3337	8312	81	-1	
5	1	328	1	47	1	489	3360	38	24	29.565363	oO
5	1	328	1	47	2	831	3337	150	81	44.949753	YOY?
5	1	328	1	47	3	1266	3341	584	73	0.000000	PAOLO
5	1	328	1	47	4	1923	3337	190	81	0.000000	OVO
5	1	328	1	47	5	2193	3341	291	73	2.751846	OOO
5	1	328	1	47	6	2757	3363	8	9	38.280830	:
5	1	328	1	47	7	8763	3348	38	28	79.304810	O
4	1	328	1	48	0	510	3381	2388	81	-1	
5	1	328	1	48	1	510	3398	1	33	96.020973	|
5	1	328	1	48	2	820	3385	133	73	46.325294	CX
5	1	328	1	48	3	1306	3381	1150	81	0.000000	KKEQQQQCQROEQRCRERRKRRRAAK
5	1	328	1	48	4	2809	3381	89	81	0.000000	—me
4	1	328	1	49	0	482	3426	7901	69	-1	
5	1	328	1	49	1	482	3442	45	41	49.010567	~
5	1	328	1	49	2	831	3426	135	64	54.053200	NY.
5	1	328	1	49	3	1317	3430	89	55	42.078743	YL
5	1	328	1	49	4	1406	3430	1061	55	5.281172	WY9YYOIYLYYLYY
5	1	328	1	49	5	1869	3426	59	63	5.281172	LY
5	1	328	1	49	6	1948	3426	69	63	58.498581	PLY
5	1	328	1	49	7	2042	3426	64	63	61.578468	YYW
5	1	328	1	49	8	2153	3426	132	63	64.053505	WLP
5	1	328	1	49	9	2315	3426	59	63	3.565569	LP
5	1	328	1	49	10	2506	3434	19	16	48.088093	YN
on
use
for
aX J g ol jy 2
1 :
solely
SKK KKK ~ a=
information AON SYS _
DoW Ale
Poe 9 : REV.| DATE DESCRIPTION | BY
fp ;
TYP. TA 2 | 04.25.17 REDESIGN JN
contains
me 3 | 05.10.17 COMMENTS JN
and 4 | 05.15.17 COMMENTS JN
NOTE: a naan 5 | 07.13.17 | ISSUED FOR PERMIT | JN
~ a
6 | 10.17.17 | ISSUED FOR PERMIT | JN
ADWCOMM
CONTRACTOR TO VERIFY EXISTING FENCE IN PLACE AS NEW FENCE FRAMING TO MATCH EXISTING IN TYPE, COLOR,
FINISH AND OVERALL CONFIGURATION. COORDINATE WITH CM AND EOR IF ADDITIONAL INFORMATION IS REQUIRED
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
WROUGHT IRON FENCE DETAIL SCALE: N.T.S.] 1 TYPICAL CORNER BAR DETAIL SCALE: N.T.S.) 4 P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
proprietary DETAIL KEYED NOTES: . TYPICAL REINFORCING KEYED NOTES:
SNE CODE.
pee St AN
a 1. GATE POST: 6”X6”X1/4” TUBE STEEL. ; anes oF oo ae
is 2. (2) STEEL T GATES ATES WITH 4”X4°X1/4” (4° STL STL. ; SGLK
. (10) 3. VERTICAL BAR FULL HEIGHT OF WALL TYP.
TUBE FRAME.
document 4. PVC CONTROL JOINT
3. ALL STEEL COMPONENTS TO BE PAINTED
;
5. 1/2” EACH FACE AND
TO MATCH EXISTING. * . , , RAKE OUT MORTAR
4. GATE LATCH S ' , ©
This ; SITE_NAME:
6. #2 AWG SOLID TINNED BARE COPPER 16 EACH SIDE OF MCJ DO NOT LAP EA SAGUARO LAKE
LLLLLALLLL Any
CONDUCTOR TO GROUND RING SPLICE BOND BEAM BARS WITHIN 8’—0 ZZ LAL,
OG
7. FINISHED GRADE OF MCJ \° LL SAAS
(ADWCOMM). . WAZZZLZZLE ,
8. NATURAL SOIL < (2)~] | /, SITE_ADDRESS:
9. (3) HEAVY DUTY HINGES, FULLY WELDED mh ie ° B)Y4r7
= oe ;
TO STEEL FRAME, EACH SIDE. ZI» |Z LATITUDE: 53° 34 29.90" N
CLAA
10. MATCH EXISTING OR 1” SQ. WROUGHT KE 7 U0 oa we (AL LoL, 111) W
INC MASONRY CONTROL LONGITUDE: 32 15.34
IRON TUBE PICKETS, CKETS, PAINTED TO MATCH v “
NOTES: TYPICAL CORNER TYPICAL END OR JAMB JOINT (MCu) MESA, AZ 85215
EXISTING GATE ~
Services, - MARICOPA COUNTY
11. MATCH OR 1/8" WELDS ALL o 1. SEE DETAILS FOR REINFORCING U.N.O.
Ne)
AROUND. (TYP. 2. ALL CELLS AND BOND BEAMS WITH
4	1	328	1	87	0	2673	6039	7406	154	-1	
5	1	328	1	87	1	2673	6103	56	90	55.034103	\
5	1	328	1	87	2	4388	6039	107	128	82.851830	(5)
5	1	328	1	87	3	5005	6109	354	40	96.112373	REINFORCING
5	1	328	1	87	4	5401	6109	168	40	96.620346	SHALL
5	1	328	1	87	5	5610	6109	63	40	91.429184	BE
5	1	328	1	87	6	5716	6108	262	41	91.429184	GROUTED.
5	1	328	1	87	7	9725	6081	168	40	55.204018	SHEET
5	1	328	1	87	8	9932	6081	147	40	52.991158	TITLE:
4	1	328	1	88	0	2708	6147	3524	116	-1	
5	1	328	1	88	1	2708	6147	77	113	25.066486	‘rn
5	1	328	1	88	2	4133	6194	78	65	46.281273	Tn
5	1	328	1	88	3	4395	6147	107	116	95.301064	(6)
5	1	328	1	88	4	4893	6171	41	40	94.699829	3.
5	1	328	1	88	5	5005	6171	264	40	94.699829	MASONRY
5	1	328	1	88	6	5308	6171	249	41	96.235039	CONTROL
5	1	328	1	88	7	5598	6171	181	40	95.883568	JOINTS
5	1	328	1	88	8	5821	6171	168	40	96.607353	SHALL
5	1	328	1	88	9	6030	6171	202	40	96.465874	EXTEND
4	1	328	1	89	0	2410	6233	3877	53	-1	
5	1	328	1	89	1	2410	6258	44	28	18.301725	SS
5	1	328	1	89	2	2657	6239	13	18	42.681702	:
5	1	328	1	89	3	5005	6234	125	40	94.347351	FULL
5	1	328	1	89	4	5171	6233	191	41	94.347351	HEIGHT
5	1	328	1	89	5	5401	6234	65	40	95.498856	OF
5	1	328	1	89	6	5507	6234	108	40	95.498856	CMU
5	1	328	1	89	7	5661	6234	148	40	96.451881	WALL.
5	1	328	1	89	8	5855	6234	297	40	95.133667	TERMINATE
5	1	328	1	89	9	6195	6234	92	40	95.133667	ALL
4	1	328	1	90	0	2657	6249	7753	139	-1	
5	1	328	1	90	1	2657	6258	13	98	80.622261	|
5	1	328	1	90	2	4121	6311	2	49	53.693581	|
5	1	328	1	90	3	4390	6249	195	139	45.469280	LO
5	1	328	1	90	4	5005	6296	339	40	96.492203	HORIZONTAL
5	1	328	1	90	5	5385	6296	369	47	96.240532	REINFORCING,
5	1	328	1	90	6	5800	6296	281	40	96.122833	INCLUDING
5	1	328	1	90	7	6123	6296	148	40	96.407730	JOINT
5	1	328	1	90	8	9403	6270	616	60	91.853493	CONSTRUCTION
5	1	328	1	90	9	10089	6271	321	58	91.853493	DETAILS
4	1	328	1	91	0	2417	6351	3882	48	-1	
5	1	328	1	91	1	2417	6351	37	33	38.892498	x
5	1	328	1	91	2	5005	6359	354	40	95.953003	REINFORCING,
5	1	328	1	91	3	5420	6359	65	39	95.970192	AT
5	1	328	1	91	4	5525	6359	264	40	96.027023	MASONRY
5	1	328	1	91	5	5828	6358	249	41	96.355942	CONTROL
5	1	328	1	91	6	6117	6359	182	40	96.043320	JOINTS
4	1	328	1	92	0	2458	6393	2915	60	-1	
5	1	328	1	92	1	2458	6391	961	66	0.000000	XAZASASASASASASRQQYQQ
5	1	328	1	92	2	3444	6395	965	46	0.000000	QAR’
4	1	328	1	93	0	2599	6420	3394	54	-1	
5	1	328	1	93	1	2599	6420	244	54	0.000000	DY
5	1	328	1	93	2	3109	6420	87	54	29.178120	LON
5	1	328	1	93	3	3261	6415	266	63	9.619246	ODL
5	1	328	1	93	4	3786	6415	85	63	32.962807	ON
5	1	328	1	93	5	3891	6415	180	63	32.962807	ONION
5	1	328	1	93	6	4086	6420	100	54	35.044994	ONO
5	1	328	1	93	7	4217	6415	121	63	32.932541	ONTOS
5	1	328	1	93	8	5005	6421	205	41	95.881775	EXCEPT
5	1	328	1	93	9	5250	6421	143	40	94.545410	BOND
5	1	328	1	93	10	5437	6421	142	40	94.545410	BEAM
5	1	328	1	93	11	5625	6421	368	41	94.730125	REINFORCING.
4	1	328	1	94	0	2578	6453	1762	54	-1	
5	1	328	1	94	1	2578	6453	1762	54	23.110615	WWIII
4	1	328	1	95	0	2261	6383	3989	194	-1	
5	1	328	1	95	1	2261	6383	2053	194	33.811768	BORA
5	1	328	1	95	2	4491	6449	105	105	82.408356	(8)
5	1	328	1	95	3	4893	6484	41	39	94.334229	4.
5	1	328	1	95	4	5005	6484	142	40	94.334229	BARS
5	1	328	1	95	5	5189	6484	168	40	96.725258	SHALL
5	1	328	1	95	6	5398	6484	62	40	96.599213	BE
5	1	328	1	95	7	5504	6484	356	40	96.374474	ACCURATELY
5	1	328	1	95	8	5900	6484	240	40	96.102257	LOCATED
5	1	328	1	95	9	6184	6484	66	39	96.102257	AT
4	1	328	1	96	0	5005	6546	5117	57	-1	
5	1	328	1	96	1	5005	6546	323	40	94.771156	CENTERLINE
5	1	328	1	96	2	5371	6546	64	40	95.185623	OF
5	1	328	1	96	3	5477	6547	135	39	93.002319	WALL
5	1	328	1	96	4	5653	6546	159	40	84.418983	U.N.O.
5	1	328	1	96	5	5892	6546	201	40	95.821678	OFFSET
5	1	328	1	96	6	6132	6546	142	40	96.346153	BARS
5	1	328	1	96	7	9682	6564	168	39	96.130882	SHEET
5	1	328	1	96	8	9889	6564	233	39	95.785690	NUMBER:
4	1	328	1	97	0	5005	6609	5123	193	-1	
5	1	328	1	97	1	5005	6609	179	40	95.975945	WHERE
5	1	328	1	97	2	5226	6609	276	40	96.284866	INDICATED
5	1	328	1	97	3	5546	6609	67	40	96.947922	ON
5	1	328	1	97	4	5658	6609	174	40	96.250023	PLANS
5	1	328	1	97	5	5875	6609	106	40	84.907387	AND
5	1	328	1	97	6	6025	6609	228	40	84.907387	DETAILS.
5	1	328	1	97	7	10027	6650	101	152	92.192429	7
4	1	328	1	98	0	398	6793	8872	70	-1	
5	1	328	1	98	1	398	6793	436	65	45.032314	WROUGHT
5	1	328	1	98	2	901	6793	196	65	86.523071	IRON
5	1	328	1	98	3	1174	6793	283	65	94.360481	GATES
5	1	328	1	98	4	1529	6793	299	65	94.360481	DETAIL
5	1	328	1	98	5	4243	6810	182	41	92.800705	SCALE:
5	1	328	1	98	6	4480	6811	149	40	60.120625	N.T.S.)
5	1	328	1	98	7	4693	6793	43	65	77.295746	2
5	1	328	1	98	8	4900	6793	183	65	86.973816	TYP.
5	1	328	1	98	9	5162	6793	178	65	93.523033	CMU
5	1	328	1	98	10	5418	6794	225	64	84.819046	WALL
5	1	328	1	98	11	5712	6793	589	65	94.808899	REINFORCING
5	1	328	1	98	12	8777	6809	182	40	88.408508	SCALE:
5	1	328	1	98	13	9014	6809	149	40	30.902466	N.T.S.)
5	1	328	1	98	14	9226	6798	44	65	96.043243	5
2	1	329	0	0	0	9334	3695	15	3173	-1	
3	1	329	1	0	0	9334	3695	15	3173	-1	
4	1	329	1	1	0	9334	3695	15	3173	-1	
5	1	329	1	1	1	9334	3695	15	3173	95.000000	 
2	1	330	0	0	0	10456	3695	15	3173	-1	
3	1	330	1	0	0	10456	3695	15	3173	-1	
4	1	330	1	1	0	10456	3695	15	3173	-1	
5	1	330	1	1	1	10456	3695	15	3173	95.000000	 
2	1	331	0	0	0	9335	6855	1135	13	-1	
3	1	331	1	0	0	9335	6855	1135	13	-1	
4	1	331	1	1	0	9335	6855	1135	13	-1	
5	1	331	1	1	1	9335	6855	1135	13	95.000000	 
2	1	332	0	0	0	9296	285	15	6620	-1	
3	1	332	1	0	0	9296	285	15	6620	-1	
4	1	332	1	1	0	9296	285	15	6620	-1	
5	1	332	1	1	1	9296	285	15	6620	95.000000	 
2	1	333	0	0	0	10493	285	15	6620	-1	
3	1	333	1	0	0	10493	285	15	6620	-1	
4	1	333	1	1	0	10493	285	15	6620	-1	
5	1	333	1	1	1	10493	285	15	6620	95.000000	 
2	1	334	0	0	0	4800	285	4	6620	-1	
3	1	334	1	0	0	4800	285	4	6620	-1	
4	1	334	1	1	0	4800	285	4	6620	-1	
5	1	334	1	1	1	4800	285	4	6620	95.000000	 
2	1	335	0	0	0	8742	6750	2	155	-1	
3	1	335	1	0	0	8742	6750	2	155	-1	
4	1	335	1	1	0	8742	6750	2	155	-1	
5	1	335	1	1	1	8742	6750	2	155	95.000000	 
2	1	336	0	0	0	9181	6750	2	155	-1	
3	1	336	1	0	0	9181	6750	2	155	-1	
4	1	336	1	1	0	9181	6750	2	155	-1	
5	1	336	1	1	1	9181	6750	2	155	95.000000	 
2	1	337	0	0	0	4223	6750	3	155	-1	
3	1	337	1	0	0	4223	6750	3	155	-1	
4	1	337	1	1	0	4223	6750	3	155	-1	
5	1	337	1	1	1	4223	6750	3	155	95.000000	 
2	1	338	0	0	0	4647	6750	2	155	-1	
3	1	338	1	0	0	4647	6750	2	155	-1	
4	1	338	1	1	0	4647	6750	2	155	-1	
5	1	338	1	1	1	4647	6750	2	155	95.000000	 
2	1	339	0	0	0	294	6891	10213	16	-1	
3	1	339	1	0	0	294	6891	10213	16	-1	
4	1	339	1	1	0	294	6891	10213	16	-1	
5	1	339	1	1	1	294	6891	10213	16	95.000000
Communications
OADW
Copyright

DETAIL KEYED NOTES: (4) DETAIL KEYED NOTES: (4)
1. FINISHED GRADE 1. FINISHED GRADE
2. BOND BEAM PER G.S.N. 2. BOND BEAM PER G.S.N.
permission 3. 8° MASONRY WALL WITH #5 VERTICALS AT 32” 0.C. ON SOIL SIDE — GROUT SOLID 3. 8° MASONRY WALL WITH #5 VERTICALS AT 8” O.C. ON SOIL SIDE — GROUT SOLID
4. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N. — ALTERNATE BENDS 4. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N. — ALTERNATE BENDS
5. (2) #5 TOP AND BOTTOM — IN LONGITUDINAL DIRECTION 5. (4) #5 TOP AND BOTTOM — IN LONGITUDINAL DIRECTION
written 6. CONCRETE FOOTING 6. CONCRETE FOOTING
7. FINISHED GRADE AS OCCURS 7. FINISHED GRADE AS OCCURS
8. 5-3" MAXIMUM — FOR TOP OF WALL, SEE ELEVATIONS ON GRADING PLAN. 8. 8-3" MAXIMUM —FOR TOP OF WALL, SEE ELEVATIONS ON GRADING PLAN.
prior
9. #5 HORIZONTAL @ 24” O.C. 9. #5 HORIZONTAL @ 24” O.C.
's
10. #5 TOP AND BOTTOM @ 16” O.C. 10. #5 TOP AND BOTTOM @ 16” O.C.
11. 1-1/2°® WEEP HOLES @ 60” O.C. 11. 1-1/2°® WEEP HOLES @ 60” O.C.
ADWCOMM 12. 1-1/2°® ROCK IN 12°X12” CONTINUOUS ROCK POCKET 12. 1-1/2"°® ROCK IN 12°X12” CONTINUOUS ROCK POCKET
13. NEW FENCE POST AS OCCURS 13. NEW FENCE POST AS OCCURS CAA) MOTOROLA SOLUTIONS
14. 6” MINIMUM AND 15” MAXIMUM 14. 6” MINIMUM AND 15” MAXIMUM
1503 EAST ALGONQUIN ROAD
SCHAUMBURG, ILLINOIS 60196
without
oe TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
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RETAINING WALL DETAIL (MAX. 4—0° RETAINED HEIGHT) SCALE: N.T.S. RETAINING WALL DETAIL (MAX 7—O° RETAINED HEIGHT) SCALE: N.T.S. | DESIGNER: JASON NGO
information DETAIL KEYED NOTES: (#) DETAIL KEYED NOTES: (#)
euaale
1. FINISHED GRADE 1. LAP PER G.S.N (24” MIN.) TYP. REV.| DATE DESCRIPTION | BY
2. BOND BEAM PER G.S.N. 2. TOP OF WALL FOOTING
2 | 04.25.17 — REDESIGN JN
contains 3. 8” MASONRY WALL WITH #5 VERTICALS AT 24” 0.C. ON SOIL SIDE — GROUT SOLID 3. RETURN TO FOOTING THICKNESS AS SHOWN ON PLAN
4. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N. — ALTERNATE BENDS 3 | 05.10.17 COMMENTS JN
and 5. (3) #5 TOP AND BOTTOM — IN LONGITUDINAL DIRECTION NOTES: 4 | 05.1517 COMMENTS IN
6. CONCRETE FOOTING
7. FINISHED GRADE AS OCCURS 9 | OF1S.17 | ISSUED FOR PERMIT | JN
1. THIS DETAIL SHALL BE USED AS REQUIRED TO MAINTAIN
8. 6-3” MAXIMUM —FOR TOP OF WALL, SEE ELEVATIONS ON GRADING PLAN. FOOTING DEPTHS SHOWN ON PLANS OR DETAILS AND MAY 6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM
9. #5 HORIZONTAL @ 24” O.C. NOT SPECIFICALLY BE REFERENCED.
10. #5 TOP AND BOTTOM @ 16” O.C. 2. SEE PLANS & DETAIL FOR REINFORCING AND FOOTING SIZES. THE INFORMATION CONTAINED IN THIS SET
of 11. 1-1/2”6 WEEP HOLES @ 60” O.C. 3. BOTTOM OF FOOTINGS SHALL BE STEPPED — SLOPING FOOTING OF DOCUMENTS IS PROPRIETARY By NATURE.
12. 1-1/2"6 ROCK IN 12”X12” CONTINUOUS ROCK POCKET BOTTOM ARE NOT PERMITTED.
item WHICH RELATES 10 MARICOPA COUNTY'S
13. NEW FENCE POST AS OCCURS P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
proprietary
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CONSTRUCTION DETAILS
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20 7 20
OADW SHEET NUMBER:
Copyright
RETAINING WALL DETAIL (MAX 5—-O RETAINED HEIGHT) SCALE: N.T.S. TYPICAL STEP IN CONCRETE FOOTING SCALE: N.T.S.

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5	1	204	4	1	7	2069	1389	275	40	83.097687	SONIMVNG
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5	1	207	1	1	10	458	857	150	41	6.211033	‘O'O'L
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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	164	1	6	7	9019	1172	99	40	95.975121	FOR
5	1	164	1	6	8	9165	1172	100	40	95.975121	USE
4	1	164	1	7	0	7305	1230	1571	49	-1	
5	1	164	1	7	1	7305	1236	66	40	92.765106	AS
5	1	164	1	7	2	7414	1236	219	40	92.765106	SERVICE
5	1	164	1	7	3	7676	1236	284	41	95.837326	ENTRANCE
5	1	164	1	7	4	8003	1230	329	49	84.877167	EQUIPMENT”
5	1	164	1	7	5	8377	1236	178	40	95.521881	WHERE
5	1	164	1	7	6	8597	1236	279	43	96.184822	REQUIRED.
2	1	165	0	0	0	7230	1312	2036	97	-1	
3	1	165	1	0	0	7230	1312	2036	97	-1	
4	1	165	1	1	0	7230	1312	2036	47	-1	
5	1	165	1	1	1	7230	1312	43	40	86.179665	B.
5	1	165	1	1	2	7305	1312	227	41	92.337547	RATINGS
5	1	165	1	1	3	7606	1334	34	2	81.624352	—
5	1	165	1	1	4	7717	1312	254	47	94.124138	VOLTAGE,
5	1	165	1	1	5	8048	1312	227	47	92.451378	PHASES,
5	1	165	1	1	6	8353	1312	328	41	91.335526	AMPERAGES
5	1	165	1	1	7	8755	1312	106	40	28.783569	AND
5	1	165	1	1	8	8936	1312	190	41	74.637512	FUSING
5	1	165	1	1	9	9200	1312	66	40	93.100792	AS
4	1	165	1	2	0	7305	1368	291	41	-1	
5	1	165	1	2	1	7305	1368	291	41	96.278122	INDICATED.
2	1	166	0	0	0	7230	1443	2036	266	-1	
3	1	166	1	0	0	7230	1443	2036	266	-1	
4	1	166	1	1	0	7230	1443	2036	47	-1	
5	1	166	1	1	1	7230	1443	116	40	76.340584	C.IN
5	1	166	1	1	2	7406	1443	169	40	94.943657	FUSED
5	1	166	1	1	3	7633	1443	447	47	94.943657	CONFIGURATION,
5	1	166	1	1	4	8140	1443	263	41	94.797157	SWITCHES
5	1	166	1	1	5	8460	1443	168	40	91.914536	SHALL
5	1	166	1	1	6	8683	1443	139	40	84.826836	HAVE
5	1	166	1	1	7	8879	1443	387	41	84.826836	INTERRUPTING
4	1	166	1	2	0	7305	1499	1961	47	-1	
5	1	166	1	2	1	7305	1499	268	41	93.061165	CAPACITY
5	1	166	1	2	2	7633	1500	64	40	93.061165	OF
5	1	166	1	2	3	7760	1500	66	39	94.918365	AT
5	1	166	1	2	4	7886	1500	166	40	94.918365	LEAST
5	1	166	1	2	5	8113	1500	216	46	93.544662	100,000
5	1	166	1	2	6	8393	1500	147	40	93.544662	AMPS
5	1	166	1	2	7	8603	1499	375	41	93.357933	SYMMETRICAL
5	1	166	1	2	8	9041	1500	66	39	84.390083	AT
5	1	166	1	2	9	9167	1500	99	40	84.390083	600
4	1	166	1	3	0	7305	1555	1960	41	-1	
5	1	166	1	3	1	7305	1556	165	40	95.014305	VOLTS
5	1	166	1	3	2	7542	1556	144	40	92.005402	WHEN
5	1	166	1	3	3	7762	1556	137	40	87.838654	USED
5	1	166	1	3	4	7973	1556	117	39	87.838654	WITH
5	1	166	1	3	5	8166	1555	170	41	89.702583	CLASS
5	1	166	1	3	6	8409	1556	103	40	0.000000	RKS-
5	1	166	1	3	7	8585	1556	114	40	84.278954	TIME
5	1	166	1	3	8	8772	1556	172	40	84.278954	DELAY
5	1	166	1	3	9	9013	1556	252	40	95.635750	CURRENT
4	1	166	1	4	0	7305	1612	1961	47	-1	
5	1	166	1	4	1	7305	1612	216	41	96.327362	LIMITING
5	1	166	1	4	2	7569	1612	183	47	96.106926	FUSES,
5	1	166	1	4	3	7803	1612	105	40	94.324852	AND
5	1	166	1	4	4	7958	1612	223	40	95.327271	200.000
5	1	166	1	4	5	8229	1612	147	40	95.896133	AMPS
5	1	166	1	4	6	8423	1612	375	41	95.803772	SYMMETRICAL
5	1	166	1	4	7	8845	1612	65	40	95.803772	AT
5	1	166	1	4	8	8955	1612	99	40	95.207497	600
5	1	166	1	4	9	9101	1612	165	40	95.909294	VOLTS
4	1	166	1	5	0	7305	1668	1402	41	-1	
5	1	166	1	5	1	7305	1668	143	40	95.698463	WHEN
5	1	166	1	5	2	7494	1668	136	40	95.698463	USED
5	1	166	1	5	3	7675	1668	116	40	91.977547	WITH
5	1	166	1	5	4	7837	1668	86	40	86.814499	RK1
5	1	166	1	5	5	7974	1668	252	41	96.301689	CURRENT
5	1	166	1	5	6	8265	1668	217	40	94.984406	LIMITING
5	1	166	1	5	7	8524	1668	183	40	91.014481	FUSES.
2	1	167	0	0	0	7230	1743	2035	41	-1	
3	1	167	1	0	0	7230	1743	2035	41	-1	
4	1	167	1	1	0	7230	1743	2035	41	-1	
5	1	167	1	1	1	7230	1743	43	40	91.085999	D.
5	1	167	1	1	2	7305	1743	218	40	90.634903	GUARDS
5	1	167	1	1	3	7570	1765	33	2	90.978500	—
5	1	167	1	1	4	7653	1743	109	40	96.068985	LINE
5	1	167	1	1	5	7809	1743	181	40	95.906815	SHIELD
5	1	167	1	1	6	8037	1743	219	40	95.258858	GUARDS
5	1	167	1	1	7	8302	1743	63	40	95.258858	TO
5	1	167	1	1	8	8411	1743	245	40	96.279007	PREVENT
5	1	167	1	1	9	8699	1743	252	41	94.632790	CONTACT
5	1	167	1	1	10	8994	1743	116	40	92.251907	WITH
5	1	167	1	1	11	9160	1743	105	40	92.251907	LIVE
2	1	168	0	0	0	8050	669	1216	47	-1	
3	1	168	1	0	0	8050	669	1216	47	-1	
4	1	168	1	1	0	8050	669	1216	47	-1	
5	1	168	1	1	1	8050	669	78	47	95.679993	GE,
5	1	168	1	1	2	8191	669	217	43	92.927139	SQUARE
5	1	168	1	1	3	8468	669	27	40	92.807648	D
5	1	168	1	1	4	8557	669	130	40	93.501129	TYPE
5	1	168	1	1	5	8748	669	83	47	92.332230	QC,
5	1	168	1	1	6	8894	669	242	47	88.839714	SEIMENS,
5	1	168	1	1	7	9199	669	67	40	96.386200	OR
2	1	169	0	0	0	7230	1800	2036	321	-1	
3	1	169	1	0	0	7305	1800	187	40	-1	
4	1	169	1	1	0	7305	1800	187	40	-1	
5	1	169	1	1	1	7305	1800	187	40	96.028824	PARTS.
3	1	169	2	0	0	7230	1874	2035	97	-1	
4	1	169	2	1	0	7230	1874	2035	41	-1	
5	1	169	2	1	1	7230	1875	39	40	89.160240	E.
5	1	169	2	1	2	7305	1874	284	41	85.631348	CONTACTS
5	1	169	2	1	3	7681	1896	33	3	71.742844	—
5	1	169	2	1	4	7809	1875	178	40	72.510056	SILVER
5	1	169	2	1	5	8080	1875	180	40	72.510056	ALLOY:
5	1	169	2	1	6	8364	1874	190	41	91.679123	SWITCH
5	1	169	2	1	7	8648	1875	206	40	67.193016	BLADES
5	1	169	2	1	8	8945	1875	168	40	56.687485	SHALL
5	1	169	2	1	9	9203	1875	62	40	94.562401	BE
4	1	169	2	2	0	7305	1930	966	41	-1	
5	1	169	2	2	1	7305	1930	411	41	56.990971	DE—ENERGIZED
5	1	169	2	2	2	7760	1931	42	39	96.178360	IN
5	1	169	2	2	3	7847	1931	139	40	96.382156	OPEN
5	1	169	2	2	4	8031	1931	240	40	96.267876	POSITION
3	1	169	3	0	0	7230	2006	861	40	-1	
4	1	169	3	1	0	7230	2006	861	40	-1	
5	1	169	3	1	1	7230	2006	37	39	85.536133	F.
5	1	169	3	1	2	7305	2006	134	40	92.824844	LUGS
5	1	169	3	1	3	7482	2027	34	3	91.790291	—
5	1	169	3	1	4	7562	2006	342	40	90.425743	SOLDERLESS
5	1	169	3	1	5	7946	2006	145	40	96.388901	TYPE.
3	1	169	4	0	0	7230	2080	2036	41	-1	
4	1	169	4	1	0	7230	2080	2036	41	-1	
5	1	169	4	1	1	7230	2080	43	41	89.425201	G.
5	1	169	4	1	2	7305	2080	284	41	91.533257	REJECTION
5	1	169	4	1	3	7671	2081	133	40	91.859581	FUSE
5	1	169	4	1	4	7882	2081	148	40	84.765320	CLIPS
5	1	169	4	1	5	8108	2102	34	3	70.126396	—
5	1	169	4	1	6	8224	2081	227	40	95.616684	PROVIDE
5	1	169	4	1	7	8530	2081	99	40	38.468063	FOR
5	1	169	4	1	8	8709	2081	215	40	69.033951	FUSIBLE
5	1	169	4	1	9	9003	2080	263	41	96.122421	SWITCHES
2	1	170	0	0	0	7305	2138	1960	103	-1	
3	1	170	1	0	0	7305	2138	1960	103	-1	
4	1	170	1	1	0	7305	2138	1960	58	-1	
5	1	170	1	1	1	7305	2138	304	58	33.898853	(30-—600A)
5	1	170	1	1	2	7656	2144	63	40	96.785820	TO
5	1	170	1	1	3	7763	2144	245	40	96.023216	PREVENT
5	1	170	1	1	4	8050	2144	374	40	95.177841	INSTALLATION
5	1	170	1	1	5	8472	2144	64	40	96.751595	OF
5	1	170	1	1	6	8580	2144	170	40	92.762436	CLASS
5	1	170	1	1	7	8795	2145	27	39	92.762436	H
5	1	170	1	1	8	8871	2144	106	40	96.724396	AND
5	1	170	1	1	9	9023	2144	171	40	90.872581	CLASS
5	1	170	1	1	10	9238	2145	27	39	90.817680	K
4	1	170	1	2	0	7305	2201	896	40	-1	
5	1	170	1	2	1	7305	2201	416	40	58.806629	NON—CURRENT
5	1	170	1	2	2	7760	2201	217	40	95.858315	LIMITING
5	1	170	1	2	3	8019	2201	182	40	87.472336	FUSES.
2	1	171	0	0	0	7230	2276	2036	97	-1	
3	1	171	1	0	0	7230	2276	2036	97	-1	
4	1	171	1	1	0	7230	2276	2036	47	-1	
5	1	171	1	1	1	7230	2277	44	39	90.831421	H.
5	1	171	1	1	2	7305	2276	350	40	91.529358	ACCEPTABLE
5	1	171	1	1	3	7708	2276	178	40	91.529358	MFGRS
5	1	171	1	1	4	7939	2298	34	2	86.041397	—
5	1	171	1	1	5	8030	2276	245	40	94.694473	GENERAL
5	1	171	1	1	6	8327	2276	263	47	95.826981	ELECTRIC,
5	1	171	1	1	7	8647	2276	216	43	92.428200	SQUARE
5	1	171	1	1	8	8916	2276	28	40	91.956673	D
5	1	171	1	1	9	8999	2276	130	40	95.689476	TYPE
5	1	171	1	1	10	9183	2276	83	47	92.775024	QC,
4	1	171	1	2	0	7305	2333	241	40	-1	
5	1	171	1	2	1	7305	2333	241	40	88.313896	SIEMENS.
2	1	172	0	0	0	7230	2407	2036	212	-1	
3	1	172	1	0	0	7230	2407	2036	212	-1	
4	1	172	1	1	0	7230	2407	2036	47	-1	
5	1	172	1	1	1	7230	2408	19	39	60.689911	|
5	1	172	1	1	2	7305	2408	62	40	93.235085	UL
5	1	172	1	1	3	7432	2407	170	41	89.162651	CLASS
5	1	172	1	1	4	7669	2408	109	46	87.621704	RK1,
5	1	172	1	1	5	7848	2408	99	40	92.038467	250
5	1	172	1	1	6	8013	2408	132	40	92.038467	VOLT
5	1	172	1	1	7	8208	2408	67	40	93.076874	OR
5	1	172	1	1	8	8343	2408	99	40	93.076874	600
5	1	172	1	1	9	8508	2408	132	40	93.166298	VOLT
5	1	172	1	1	10	8703	2408	67	40	94.137566	AS
5	1	172	1	1	11	8836	2408	263	43	86.525543	REQUIRED
5	1	172	1	1	12	9167	2408	99	40	89.876198	FOR
4	1	172	1	2	0	7305	2463	1961	48	-1	
5	1	172	1	2	1	7305	2464	204	40	96.492500	SYSTEM
5	1	172	1	2	2	7560	2463	254	48	93.646996	VOLTAGE,
5	1	172	1	2	3	7865	2464	139	40	95.600357	DUAL
5	1	172	1	2	4	8050	2464	253	47	94.988937	ELEMENT,
5	1	172	1	2	5	8354	2464	114	40	95.320587	TIME
5	1	172	1	2	6	8515	2464	172	40	93.011192	DELAY
5	1	172	1	2	7	8731	2464	535	47	75.740318	CURRENT—LIMITING,
4	1	172	1	3	0	7305	2520	1961	47	-1	
5	1	172	1	3	1	7305	2520	224	47	88.545441	200,000
5	1	172	1	3	2	7607	2520	96	47	90.462166	AIC,
5	1	172	1	3	3	7785	2520	216	40	90.070473	AMPERE
5	1	172	1	3	4	8079	2520	227	40	61.186424	RATINGS
5	1	172	1	3	5	8384	2520	67	40	61.186424	AS
5	1	172	1	3	6	8458	2516	32	62	18.558035	_—
5	1	172	1	3	7	8528	2520	292	40	93.463326	INDICATED.
5	1	172	1	3	8	8971	2520	111	40	88.820061	SIZE
5	1	172	1	3	9	9160	2520	106	40	49.555779	AND
4	1	172	1	4	0	7305	2576	1325	43	-1	
5	1	172	1	4	1	7305	2576	266	43	95.840584	QUANTITY
5	1	172	1	4	2	7610	2576	67	40	94.816681	AS
5	1	172	1	4	3	7719	2576	276	41	94.816681	INDICATED
5	1	172	1	4	4	8039	2576	66	40	96.871193	ON
5	1	172	1	4	5	8151	2576	181	40	95.397209	POWER
5	1	172	1	4	6	8376	2576	254	40	95.889709	DIAGRAM.
2	1	173	0	0	0	7155	2651	1636	116	-1	
3	1	173	1	0	0	7155	2651	1636	116	-1	
4	1	173	1	1	0	7155	2651	891	40	-1	
5	1	173	1	1	1	7155	2651	141	40	92.383514	PART
5	1	173	1	1	2	7335	2651	70	40	92.658012	14.
5	1	173	1	1	3	7455	2651	175	40	95.382065	SURGE
5	1	173	1	1	4	7672	2651	374	40	95.293633	SUPPRESSION
4	1	173	1	2	0	7230	2726	1561	41	-1	
5	1	173	1	2	1	7230	2727	44	39	94.085732	A.
5	1	173	1	2	2	7305	2726	288	41	96.435196	PRODUCTS
5	1	173	1	2	3	7635	2726	168	40	95.851669	SHALL
5	1	173	1	2	4	7844	2726	63	40	95.851669	BE
5	1	173	1	2	5	7949	2726	292	40	96.634590	MOTOROLA
5	1	173	1	2	6	8283	2726	146	40	59.342743	K-56
5	1	173	1	2	7	8472	2726	319	41	95.444519	COMPLIANT.
2	1	174	0	0	0	7230	2802	1919	58	-1	
3	1	174	1	0	0	7230	2802	1919	58	-1	
4	1	174	1	1	0	7230	2802	1919	58	-1	
5	1	174	1	1	1	7230	2808	43	40	93.036301	B.
5	1	174	1	1	2	7305	2808	299	40	96.190804	FURNISHED
5	1	174	1	1	3	7647	2808	69	40	93.246689	BY
5	1	174	1	1	4	7755	2802	425	58	90.756424	OWNER/CLIENT.
5	1	174	1	1	5	8226	2808	283	40	96.194176	INSTALLED
5	1	174	1	1	6	8553	2808	68	40	96.003777	BY
5	1	174	1	1	7	8660	2808	489	41	96.017990	SUBCONTRACTOR.
2	1	175	0	0	0	7305	2884	1734	97	-1	
3	1	175	1	0	0	7305	2884	1734	97	-1	
4	1	175	1	1	0	7305	2884	1734	41	-1	
5	1	175	1	1	1	7305	2884	313	41	95.656715	GROUNDING
5	1	175	1	1	2	7660	2884	204	40	95.656715	SYSTEM
5	1	175	1	1	3	7910	2884	99	40	96.127014	FOR
5	1	175	1	1	4	8053	2884	138	41	96.184181	EACH
5	1	175	1	1	5	8237	2884	107	40	95.601982	SITE
5	1	175	1	1	6	8387	2884	168	40	95.565369	SHALL
5	1	175	1	1	7	8596	2884	62	40	95.394669	BE
5	1	175	1	1	8	8702	2884	194	40	95.394669	TESTED
5	1	175	1	1	9	8940	2884	99	40	96.684143	FOR
4	1	175	1	2	0	7305	2940	220	41	-1	
5	1	175	1	2	1	7305	2940	220	41	96.244751	GROUND
2	1	176	0	0	0	7305	3015	1939	387	-1	
3	1	176	1	0	0	7305	3015	1939	172	-1	
4	1	176	1	1	0	7305	3015	1939	41	-1	
5	1	176	1	1	1	7305	3015	330	41	94.577766	RESISTANCE
5	1	176	1	1	2	7678	3016	64	40	96.122025	OF
5	1	176	1	1	3	7784	3016	26	40	76.521721	5S
5	1	176	1	1	4	7853	3016	149	40	96.040459	OHMS
5	1	176	1	1	5	8044	3016	67	40	96.616898	OR
5	1	176	1	1	6	8155	3016	127	40	91.939697	LESS
5	1	176	1	1	7	8325	3050	5	5	90.444267	.
5	1	176	1	1	8	8410	3016	104	40	95.879448	ONE
5	1	176	1	1	9	8556	3016	65	40	95.494003	OF
5	1	176	1	1	10	8662	3016	168	40	96.450783	THREE
5	1	176	1	1	11	8873	3016	161	40	96.397980	TESTS
5	1	176	1	1	12	9076	3016	168	40	94.610573	SHALL
4	1	176	1	2	0	7305	3072	1929	46	-1	
5	1	176	1	2	1	7305	3072	62	40	90.795410	BE
5	1	176	1	2	2	7410	3072	347	40	60.310249	USED-—IEEE
5	1	176	1	2	3	7799	3072	588	40	36.009575	FALL—OF-POTENTIAL
5	1	176	1	2	4	8428	3072	140	46	95.755989	TEST,
5	1	176	1	2	5	8614	3072	288	40	95.917717	APPROVED
5	1	176	1	2	6	8946	3072	177	40	83.540276	CLAMP
5	1	176	1	2	7	9167	3072	67	40	83.540276	ON
4	1	176	1	3	0	7305	3129	1846	58	-1	
5	1	176	1	3	1	7305	3135	140	47	96.544334	TEST,
5	1	176	1	3	2	7490	3135	67	40	96.748375	OR
5	1	176	1	3	3	7601	3135	188	40	95.732071	DIRECT
5	1	176	1	3	4	7828	3135	215	40	93.132233	METHOD
5	1	176	1	3	5	8087	3129	470	58	33.678276	(TWO-—TERMINAL)
5	1	176	1	3	6	8602	3129	366	47	51.394127	“CONTINUITY”
5	1	176	1	3	7	9012	3135	139	40	94.574791	TEST.
3	1	176	2	0	0	7305	3192	1859	40	-1	
4	1	176	2	1	0	7305	3192	1859	40	-1	
5	1	176	2	1	1	7305	3192	587	40	29.479208	FALL—OF-—POTENTIAL
5	1	176	2	1	2	7934	3192	128	40	96.335625	TEST
5	1	176	2	1	3	8101	3192	42	40	94.830338	IS
5	1	176	2	1	4	8185	3192	311	40	96.008133	PREFERRED
5	1	176	2	1	5	8541	3192	216	40	96.252068	TESTING
5	1	176	2	1	6	8799	3192	215	40	95.311340	METHOD
5	1	176	2	1	7	9059	3192	105	40	95.606140	AND
3	1	176	3	0	0	7305	3248	1932	154	-1	
4	1	176	3	1	0	7305	3248	1918	41	-1	
5	1	176	3	1	1	7305	3249	168	40	96.082939	SHALL
5	1	176	3	1	2	7514	3249	62	40	95.708664	BE
5	1	176	3	1	3	7619	3249	136	40	94.747505	USED
5	1	176	3	1	4	7799	3249	287	40	94.747505	WHENEVER
5	1	176	3	1	5	8130	3249	269	40	92.658058	POSSIBLE.
5	1	176	3	1	6	8480	3249	109	39	92.658058	ANY
5	1	176	3	1	7	8628	3248	220	41	94.882095	GROUND
5	1	176	3	1	8	8892	3248	331	41	94.882095	RESISTANCE
4	1	176	3	2	0	7305	3304	1900	41	-1	
5	1	176	3	2	1	7305	3305	64	40	96.192993	OF
5	1	176	3	2	2	7410	3304	242	41	96.215881	GREATER
5	1	176	3	2	3	7696	3305	138	39	94.838684	THAN
5	1	176	3	2	4	7880	3305	27	40	95.181274	5
5	1	176	3	2	5	7949	3305	149	40	94.919647	OHMS
5	1	176	3	2	6	8140	3305	104	40	95.553078	BUT
5	1	176	3	2	7	8283	3305	128	40	96.266792	LESS
5	1	176	3	2	8	8453	3305	138	39	96.009018	THAN
5	1	176	3	2	9	8637	3305	63	40	96.308624	25
5	1	176	3	2	10	8742	3305	149	40	95.876953	OHMS
5	1	176	3	2	11	8933	3305	168	40	93.282768	SHALL
5	1	176	3	2	12	9142	3305	63	40	96.807030	BE
4	1	176	3	3	0	7305	3361	1932	41	-1	
5	1	176	3	3	1	7305	3361	259	40	94.605339	REVIEWED
5	1	176	3	3	2	7608	3361	68	40	91.465042	BY
5	1	176	3	3	3	7716	3361	270	41	90.922264	ADWCOMM
5	1	176	3	3	4	8032	3361	105	40	93.068626	AND
5	1	176	3	3	5	8181	3361	42	40	91.063332	IS
5	1	176	3	3	6	8265	3361	240	41	95.618385	SUBJECT
5	1	176	3	3	7	8544	3361	63	40	95.618385	TO
5	1	176	3	3	8	8649	3361	149	40	92.619240	FINAL
5	1	176	3	3	9	8839	3361	289	40	92.619240	APPROVAL
5	1	176	3	3	10	9169	3361	68	40	96.239159	BY
2	1	177	0	0	0	7155	3418	1450	123	-1	
3	1	177	1	0	0	7155	3418	1450	123	-1	
4	1	177	1	1	0	7305	3418	1300	59	-1	
5	1	177	1	1	1	7305	3418	414	59	91.665031	OWNER/CLIENT
5	1	177	1	1	2	7758	3425	67	40	93.807411	ON
5	1	177	1	1	3	7871	3425	30	39	95.341614	A
5	1	177	1	1	4	7944	3425	450	40	52.794628	CASE-BY-CASE
5	1	177	1	1	5	8437	3425	168	40	96.032944	BASIS.
4	1	177	1	2	0	7155	3500	972	41	-1	
5	1	177	1	2	1	7155	3500	141	40	92.307899	PART
5	1	177	1	2	2	7335	3500	70	40	94.642540	15.
5	1	177	1	2	3	7455	3500	313	41	92.949211	GROUNDING
5	1	177	1	2	4	7810	3501	38	39	91.583450	&
5	1	177	1	2	5	7890	3500	237	40	95.948357	BONDING
2	1	178	0	0	0	7155	3575	2111	266	-1	
3	1	178	1	0	0	7155	3575	2045	115	-1	
4	1	178	1	1	0	7155	3575	2045	47	-1	
5	1	178	1	1	1	7155	3575	93	40	84.812859	15.1
5	1	178	1	1	2	7305	3575	175	40	84.812859	CODES
5	1	178	1	1	3	7523	3575	106	40	96.494751	AND
5	1	178	1	1	4	7672	3575	371	40	93.294731	REGULATIONS
5	1	178	1	1	5	8085	3597	34	2	91.627831	—
5	1	178	1	1	6	8165	3575	95	40	89.065773	SEE
5	1	178	1	1	7	8303	3575	113	47	34.593582	T-1,
5	1	178	1	1	8	8462	3575	175	41	96.540245	CODES
5	1	178	1	1	9	8680	3575	106	40	96.180374	AND
5	1	178	1	1	10	8830	3575	370	41	96.340218	REGULATIONS
4	1	178	1	2	0	7230	3650	1466	40	-1	
5	1	178	1	2	1	7230	3651	44	39	94.916916	A.
5	1	178	1	2	2	7321	3650	145	40	96.040321	MOST
5	1	178	1	2	3	7505	3650	287	40	95.316101	RELEVANT:
5	1	178	1	2	4	7847	3650	292	40	90.418129	MOTOROLA
5	1	178	1	2	5	8181	3650	146	40	48.981308	R-56
5	1	178	1	2	6	8371	3650	325	40	96.042862	STANDARDS
3	1	178	2	0	0	7155	3725	2111	116	-1	
4	1	178	2	1	0	7155	3725	394	40	-1	
5	1	178	2	1	1	7155	3725	109	40	88.712730	15.2
5	1	178	2	1	2	7305	3725	244	40	91.873688	GENERAL
4	1	178	2	2	0	7230	3800	2036	41	-1	
5	1	178	2	2	1	7230	3801	44	39	96.435066	A.
5	1	178	2	2	2	7305	3800	313	41	96.789223	GROUNDING
5	1	178	2	2	3	7750	3800	252	40	69.858559	NETWORK
5	1	178	2	2	4	8137	3800	204	40	96.032372	SYSTEM
5	1	178	2	2	5	8477	3800	168	40	95.946655	SHALL
5	1	178	2	2	6	8777	3800	286	40	95.442558	ESTABLISH
5	1	178	2	2	7	9200	3801	66	39	96.904144	AN
2	1	179	0	0	0	7305	3856	1961	266	-1	
3	1	179	1	0	0	7305	3856	1961	266	-1	
4	1	179	1	1	0	7305	3856	1961	41	-1	
5	1	179	1	1	1	7305	3856	559	41	48.846973	EARTH-RESISTANCE
5	1	179	1	1	2	7946	3857	62	40	90.572227	TO
5	1	179	1	1	3	8089	3857	311	40	91.270767	REFERENCE
5	1	179	1	1	4	8481	3856	221	41	54.514065	GROUND
5	1	179	1	1	5	8784	3857	158	40	90.333916	POINT
5	1	179	1	1	6	9019	3857	106	40	57.271099	NOT
5	1	179	1	1	7	9203	3857	63	40	88.657959	TO
4	1	179	1	2	0	7305	3912	1961	48	-1	
5	1	179	1	2	1	7305	3913	202	40	91.781944	EXCEED
5	1	179	1	2	2	7587	3913	27	40	0.000000	5S
5	1	179	1	2	3	7692	3913	148	40	91.819901	OHMS
5	1	179	1	2	4	7918	3913	99	40	47.524677	FOR
5	1	179	1	2	5	8096	3912	242	41	92.746231	BUILDING
5	1	179	1	2	6	8416	3913	206	40	44.001076	UNLESS)
5	1	179	1	2	7	8699	3913	301	40	78.062004	OTHERWISE
5	1	179	1	2	8	9078	3913	188	47	94.472832	NOTED,
4	1	179	1	3	0	7305	3969	1960	41	-1	
5	1	179	1	3	1	7305	3969	316	41	80.236008	CONSISTING
5	1	179	1	3	2	7694	3969	65	40	83.429527	OF
5	1	179	1	3	3	7831	3969	236	41	83.375282	BONDING
5	1	179	1	3	4	8140	3969	64	40	83.375282	OF
5	1	179	1	3	5	8276	3969	316	41	92.655800	STRUCTURE
5	1	179	1	3	6	8666	3969	106	40	40.742065	AND
5	1	179	1	3	7	8847	3969	172	40	62.481339	OTHER
5	1	179	1	3	8	9094	3969	171	40	95.755356	METAL
4	1	179	1	4	0	7305	4021	1961	62	-1	
5	1	179	1	4	1	7305	4025	236	40	95.414886	OBJECTS
5	1	179	1	4	2	7711	4021	281	62	96.593658	INCLUDING
5	1	179	1	4	3	8163	4025	313	41	96.397209	GROUNDING
5	1	179	1	4	4	8646	4025	344	41	96.672829	ELECTRODES
5	1	179	1	4	5	9160	4025	106	40	96.022415	AND
4	1	179	1	5	0	7305	4081	921	41	-1	
5	1	179	1	5	1	7305	4081	499	41	90.626495	INTERCONNECTING
5	1	179	1	5	2	7846	4081	380	41	95.840889	CONDUCTORS.
2	1	180	0	0	0	7268	4156	1993	285	-1	
3	1	180	1	0	0	7268	4156	1993	209	-1	
4	1	180	1	1	0	7268	4156	1885	41	-1	
5	1	180	1	1	1	7268	4157	68	39	43.264011	A.1
5	1	180	1	1	2	7455	4156	474	41	96.410652	SUBCONTRACTOR
5	1	180	1	1	3	7972	4157	169	40	96.437668	SHALL
5	1	180	1	1	4	8182	4157	184	40	95.958672	VERIFY
5	1	180	1	1	5	8405	4157	116	39	92.467720	WITH
5	1	180	1	1	6	8568	4157	269	40	91.980125	ADWCOMM
5	1	180	1	1	7	8884	4157	137	39	93.261307	THAT
5	1	180	1	1	8	9060	4157	93	40	93.261307	ALL
4	1	180	1	2	0	7380	4212	1881	47	-1	
5	1	180	1	2	1	7380	4212	234	41	94.402550	CONDUIT
5	1	180	1	2	2	7653	4213	258	46	94.402550	SYSTEMS,
5	1	180	1	2	3	7956	4213	319	46	95.867508	EQUIPMENT,
5	1	180	1	2	4	8321	4212	234	47	96.050385	DEVICES,
5	1	180	1	2	5	8601	4213	222	46	96.050385	PANELS,
5	1	180	1	2	6	8869	4213	160	46	94.245766	LINES,
5	1	180	1	2	7	9075	4213	186	46	94.245766	TRAYS,
4	1	180	1	3	0	7380	4269	1577	47	-1	
5	1	180	1	3	1	7380	4269	240	47	96.463722	BRIDGES,
5	1	180	1	3	2	7665	4269	333	47	95.326073	PLATFORMS,
5	1	180	1	3	3	8044	4269	106	40	96.122185	AND
5	1	180	1	3	4	8194	4270	93	39	95.549423	ALL
5	1	180	1	3	5	8328	4269	151	40	93.958954	ITEMS
5	1	180	1	3	6	8521	4269	102	40	96.380928	ARE
5	1	180	1	3	7	8665	4269	292	40	96.146103	GROUNDED
4	1	180	1	4	0	7380	4325	294	40	-1	
5	1	180	1	4	1	7380	4325	294	40	96.452164	PROPERLY.
3	1	180	2	0	0	7268	4400	1883	41	-1	
4	1	180	2	1	0	7268	4400	1883	41	-1	
5	1	180	2	1	1	7268	4400	83	40	87.110252	A.2
5	1	180	2	1	2	7455	4400	313	41	60.361153	GROUNDING
5	1	180	2	1	3	7810	4400	252	40	95.813980	NETWORK
5	1	180	2	1	4	8106	4400	205	40	95.712975	SYSTEM
5	1	180	2	1	5	8356	4400	168	40	95.613754	SHALL
5	1	180	2	1	6	8565	4400	224	41	95.906738	INCLUDE
5	1	180	2	1	7	8831	4400	320	41	95.906738	ELECTRICAL
2	1	181	0	0	0	7380	4456	1832	156	-1	
3	1	181	1	0	0	7380	4456	1832	156	-1	
4	1	181	1	1	0	7380	4456	1740	47	-1	
5	1	181	1	1	1	7380	4456	316	47	91.773949	TRENCHING,
5	1	181	1	1	2	7742	4457	141	40	95.656364	BACK
5	1	181	1	1	3	7928	4457	100	40	95.917824	FILL
5	1	181	1	1	4	8069	4457	106	40	96.280441	AND
5	1	181	1	1	5	8219	4457	365	46	96.197372	COMPACTION,
5	1	181	1	1	6	8630	4456	313	41	94.617584	GROUNDING
5	1	181	1	1	7	8985	4457	135	46	96.758881	WIRE,
4	1	181	1	2	0	7380	4512	1832	41	-1	
5	1	181	1	2	1	7380	4512	313	41	96.248665	GROUNDING
5	1	181	1	2	2	7735	4513	344	40	94.913071	ELECTRODES
5	1	181	1	2	3	8121	4513	106	40	95.962814	AND
5	1	181	1	2	4	8271	4513	93	40	96.057846	ALL
5	1	181	1	2	5	8405	4513	323	40	96.201576	NECESSARY
5	1	181	1	2	6	8767	4513	297	40	95.642792	MATERIALS
5	1	181	1	2	7	9107	4513	105	40	95.642792	AND
4	1	181	1	3	0	7380	4569	1484	43	-1	
5	1	181	1	3	1	7380	4569	174	40	96.123123	LABOR
5	1	181	1	3	2	7597	4569	264	43	95.017982	REQUIRED
5	1	181	1	3	3	7905	4569	63	40	96.150101	TO
5	1	181	1	3	4	8010	4569	279	41	95.650703	COMPLETE
5	1	181	1	3	5	8331	4569	267	40	95.856316	SPECIFIED
5	1	181	1	3	6	8642	4569	222	40	95.856316	SYSTEM.
2	1	182	0	0	0	7155	4644	366	41	-1	
3	1	182	1	0	0	7155	4644	366	41	-1	
4	1	182	1	1	0	7155	4644	366	41	-1	
5	1	182	1	1	1	7155	4644	109	40	82.597382	15.5
5	1	182	1	1	2	7305	4644	216	41	95.407440	TESTING
2	1	183	0	0	0	7230	4720	2036	401	-1	
3	1	183	1	0	0	7230	4720	2036	401	-1	
4	1	183	1	1	0	7230	4720	2035	47	-1	
5	1	183	1	1	1	7230	4727	44	39	77.255226	A.
5	1	183	1	1	2	7305	4726	175	40	36.318478	|.£.£.E.
5	1	183	1	1	3	7528	4726	1161	41	39.877434	FALL-OF—POTENTIAL—TESTS——CONDUCT
5	1	183	1	1	4	8731	4727	30	39	83.866585	A
5	1	183	1	1	5	8806	4720	288	46	43.754807	°3—POINT”
5	1	183	1	1	6	9140	4726	125	40	96.746307	FALL
4	1	183	1	2	0	7305	4783	1961	52	-1	
5	1	183	1	2	1	7305	4783	64	40	95.813370	OF
5	1	183	1	2	2	7411	4783	291	40	96.055420	POTENTIAL
5	1	183	1	2	3	7744	4783	220	40	95.686317	GROUND
5	1	183	1	2	4	8009	4783	128	40	94.976738	TEST
5	1	183	1	2	5	8178	4783	116	40	92.270828	WITH
5	1	183	1	2	6	8341	4783	144	41	91.532356	AEMC
5	1	183	1	2	7	8529	4783	177	40	95.964539	MODEL
5	1	183	1	2	8	8748	4783	168	52	94.850662	#4500
5	1	183	1	2	9	8959	4783	195	40	96.412277	TESTER
5	1	183	1	2	10	9199	4783	67	40	96.491165	OR
4	1	183	1	3	0	7305	4840	1961	59	-1	
5	1	183	1	3	1	7305	4847	332	43	95.838058	EQUIVALENT
5	1	183	1	3	2	7678	4847	215	40	95.896881	METHOD
5	1	183	1	3	3	7939	4847	65	40	95.894073	OF
5	1	183	1	3	4	8047	4847	158	40	94.820900	USING
5	1	183	1	3	5	8250	4847	105	40	94.923691	TWO
5	1	183	1	3	6	8400	4847	280	40	96.347038	AUXILIARY
5	1	183	1	3	7	8721	4847	221	40	96.677528	GROUND
5	1	183	1	3	8	8988	4847	142	40	96.810051	RODS
5	1	183	1	3	9	9174	4840	92	59	95.320976	(AS
4	1	183	1	4	0	7305	4904	1960	59	-1	
5	1	183	1	4	1	7305	4911	295	40	94.689926	DESCRIBED
5	1	183	1	4	2	7645	4912	42	39	89.746201	IN
5	1	183	1	4	3	7735	4911	175	40	68.368546	|.E.E.E.
5	1	183	1	4	4	7958	4911	288	40	96.249039	STANDARD
5	1	183	1	4	5	8292	4911	80	52	89.883492	#81
5	1	183	1	4	6	8425	4932	34	3	89.883492	—
5	1	183	1	4	7	8507	4911	142	47	96.665276	1983,
5	1	183	1	4	8	8696	4911	141	40	94.786934	PART
5	1	183	1	4	9	8878	4904	59	59	94.786934	1).
5	1	183	1	4	10	8985	4911	280	40	96.745567	AUXILIARY
4	1	183	1	5	0	7305	4968	1961	40	-1	
5	1	183	1	5	1	7305	4968	128	40	91.385872	TEST
5	1	183	1	5	2	7488	4968	142	40	96.175446	RODS
5	1	183	1	5	3	7687	4968	145	40	95.694443	MUST
5	1	183	1	5	4	7887	4968	62	40	82.548439	BE
5	1	183	1	5	5	8007	4968	372	40	82.548439	SUFFICIENTLY
5	1	183	1	5	6	8434	4968	99	40	95.059242	FAR
5	1	183	1	5	7	8592	4969	152	39	95.059242	AWAY
5	1	183	1	5	8	8798	4968	140	40	96.440392	FROM
5	1	183	1	5	9	9000	4968	141	40	48.797905	RODS
5	1	183	1	5	10	9199	4968	67	40	86.057861	SO
4	1	183	1	6	0	7305	5024	1960	41	-1	
5	1	183	1	6	1	7305	5024	137	40	96.633804	THAT
5	1	183	1	6	2	7484	5024	229	40	95.805565	REGIONS
5	1	183	1	6	3	7758	5025	41	39	84.654366	IN
5	1	183	1	6	4	7848	5024	161	40	84.654366	WHICH
5	1	183	1	6	5	8057	5024	147	40	93.691597	THEIR
5	1	183	1	6	6	8250	5024	331	41	93.691597	RESISTANCE
5	1	183	1	6	7	8626	5024	42	40	94.239189	IS
5	1	183	1	6	8	8712	5024	288	40	95.837570	LOCALIZED
5	1	183	1	6	9	9047	5024	68	40	95.892258	DO
5	1	183	1	6	10	9160	5024	105	40	96.602699	NOT
4	1	183	1	7	0	7305	5081	259	40	-1	
5	1	183	1	7	1	7305	5081	259	40	96.119026	OVERLAP.
2	1	184	0	0	0	7230	5155	2036	347	-1	
3	1	184	1	0	0	7230	5155	2036	210	-1	
4	1	184	1	1	0	7230	5155	2035	41	-1	
5	1	184	1	1	1	7230	5156	43	40	90.161819	B.
5	1	184	1	1	2	7305	5155	474	41	78.796143	SUBCONTRACTOR
5	1	184	1	1	3	7848	5156	168	40	78.697334	SHALL
5	1	184	1	1	4	8083	5156	184	40	92.836472	VERIFY
5	1	184	1	1	5	8332	5156	137	39	92.836472	THAT
5	1	184	1	1	6	8534	5156	204	40	90.605492	SYSTEM
5	1	184	1	1	7	8809	5156	42	40	19.467592	IS
5	1	184	1	1	8	8919	5156	346	40	91.084885	EFFECTIVELY
4	1	184	1	2	0	7305	5211	1961	48	-1	
5	1	184	1	2	1	7305	5211	307	48	94.923553	GROUNDED,
5	1	184	1	2	2	7685	5212	170	40	94.923553	MEETS
5	1	184	1	2	3	7924	5212	102	40	70.271797	NEC
5	1	184	1	2	4	8096	5212	216	40	90.928894	ARTICLE
5	1	184	1	2	5	8382	5212	98	40	90.928894	250
5	1	184	1	2	6	8549	5212	426	47	94.218468	REQUIREMENTS,
5	1	184	1	2	7	9048	5212	105	40	77.624077	AND
5	1	184	1	2	8	9224	5212	42	40	59.095375	IS
4	1	184	1	3	0	7305	5268	1961	41	-1	
5	1	184	1	3	1	7305	5268	350	40	93.502647	ACCEPTABLE
5	1	184	1	3	2	7725	5268	63	40	94.922264	TO
5	1	184	1	3	3	7857	5268	170	41	90.466583	LOCAL
5	1	184	1	3	4	8095	5268	193	40	89.271706	UTILITY
5	1	184	1	3	5	8354	5268	38	40	90.088272	&
5	1	184	1	3	6	8461	5268	170	40	92.429520	LOCAL
5	1	184	1	3	7	8699	5268	304	40	92.429520	AUTHORITY
5	1	184	1	3	8	9069	5268	197	41	95.155243	HAVING
4	1	184	1	4	0	7305	5324	375	41	-1	
5	1	184	1	4	1	7305	5324	375	41	94.479401	JURISDICTION.
3	1	184	2	0	0	7230	5399	2013	103	-1	
4	1	184	2	1	0	7230	5399	2013	40	-1	
5	1	184	2	1	1	7230	5399	43	40	86.340912	C.
5	1	184	2	1	2	7319	5399	283	40	96.451729	INSTALLED
5	1	184	2	1	3	7646	5399	204	40	95.896172	SYSTEM
5	1	184	2	1	4	7896	5399	168	40	94.047180	SHALL
5	1	184	2	1	5	8105	5399	225	40	95.784363	ACHIEVE
5	1	184	2	1	6	8372	5399	221	40	96.194290	GROUND
5	1	184	2	1	7	8637	5399	330	40	95.350128	RESISTANCE
5	1	184	2	1	8	9010	5399	64	40	95.721329	OF
5	1	184	2	1	9	9115	5399	128	40	95.870827	LESS
4	1	184	2	2	0	7305	5461	1870	41	-1	
5	1	184	2	2	1	7305	5462	138	39	90.922577	THAN
5	1	184	2	2	2	7489	5462	27	40	89.887589	S
5	1	184	2	2	3	7558	5462	163	40	94.273399	OHMS.
5	1	184	2	2	4	7767	5461	213	41	95.567291	RECORD
5	1	184	2	2	5	8024	5462	221	40	96.296806	GROUND
5	1	184	2	2	6	8289	5462	330	40	96.245880	RESISTANCE
5	1	184	2	2	7	8662	5462	129	40	96.352554	TEST
5	1	184	2	2	8	8830	5462	236	40	96.040779	RESULTS
5	1	184	2	2	9	9108	5462	67	40	96.551346	ON
2	1	185	0	0	0	7305	5525	1880	117	-1	
3	1	185	1	0	0	7305	5525	1880	117	-1	
4	1	185	1	1	0	7305	5525	1822	47	-1	
5	1	185	1	1	1	7305	5531	270	41	91.813171	ADWCOMM
5	1	185	1	1	2	7621	5525	247	47	46.516590	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 5—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 ADWCOMM OF INSPECTIONS 48 HOURS IN ADVANCE. ALL SEYMOUR OR LEVITON. SCHAUMBURG, ILLINOIS 60196
without
PERMITS, LICENSES, INSPECTIONS, APPROVALS AND FEES FOR TICKETS AND INSPECTION CERTIFICATES/VERIFICATIONS WILL BE . GFCI RECEPTACLES: STRAIGHT BLADE, FEED-—THROUGH TYPE, GENERAL TELEPHONE: 847.576.5000
ELECTRICAL WORK. WORK SHALL CONFORM TO APPLICABLE CODES, SUBMITTED TO ADWCOMM WITHIN 24 HOURS AFTER INSPECTION HAS DUTY GRADE, WITH INTEGRAL NEMA WD 6, CONFIGURATION 5—20R WWW.MOTOROLASOLU TIONS.COM
format RULES AND REGULATIONS. TAKEN PLACE. DUPLEX RECEPTACLE; COMPLYING WITH UL 498 AND UL 943. DESIGN
.THE DRAWINGS SHOW THE LOCATION AND GENERAL ARRANGEMENT OF B. INSPECTIONS REQUIRED — AS PER LAWS AND REGULATIONS OF LOCAL UNITS FOR INSTALLATION IN A 2—3/4-INCH-— (70-MM—) DEEP OUTLET
any EQUIPMENT, ELECTRICAL SYSTEMS AND RELATED ITEMS. THEY SHALL BE BOX WITHOUT AN ADAPTER. HUBBELL GF5352 OR EQUAL BY PASS &
AND/OR STATE AGENCIES HAVING JURISDICTION AT PROJECT SITE.
FOLLOWED AS CLOSELY AS ELEMENTS OF THE CONSTRUCTION WILL
SEYMOUR OR LEVITON.
in PERMIT.
C. INSPECTION AGENCY — APPROVED BY LOCAL AND/OR STATE AGENCIES
. WALL SWITCHES: SINGLE AND DOUBLE-—POLE SWITCHES: COMPLY WITH
-EXAMINE THE DRAWINGS OF OTHER TRADES AND VERIFY THE HAVING JURISDICTION AT PROJECT SITE.
DSCC W-C-—896F AND UL 20. HUBBELL WIRING DEVICE, KELLEMS 1220
reproduced CONDITIONS GOVERNING THE WORK ON THE JOB SITE. ARRANGE WORK
PART 3. ELECTRICAL SERVICE
ACCORDINGLY, PROVIDING SUCH FITTINGS, CONDUIT, JUNCTION BOXES SERIES OR EQUAL BY PASS & SEYMOUR OR LEVITON.
AND ACCESSORIES AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. A. ADWCOMM, INC WILL ORDER THE ELECTRIC SERVICE. WALL PLATES: PROVIDE STAINLESS STEEL WALL PLATES.
.
or G. COORDINATE ARRANGEMENT, MOUNTING AND SUPPORT OF ELECTRICAL B. SUBCONTRACTOR SHALL ARRANGE WITH UTILITY COMPANY AND COMMUNICATIONS SERVICES, ING
. WIRING DEVICE COLOR AS SELECTED BY ARCHITECT UNLESS OTHERWISE
EQUIPMENT WITH OTHER TRADES. LOCAL/GOVERNING JURISDICTION FOR TIMELY INSTALLATION OF
INDICATED OR REQUIRED BY NFPA 70. 14350 N. 87th ST., STE. 190
disclosed H. VISIT THE SITE, EXAMINE AND VERIFY THE CONDITIONS UNDER WHICH TEMPORARY ELECTRIC SERVICE (IF REQUIRED) AND PERMANENT SCOTTSDALE, AZ 85260
CONNECT WIRING DEVICE GROUNDING TERMINAL TO OUTLET BOX WITH
THE WORK MUST BE CONDUCTED BEFORE SUBMITTING PROPOSAL. THE ELECTRIC SERVICES. COMPLY WITH AND COORDINATE ALL PHONE: 480.291.6824
BONDING JUMPER. USE OF QUICK GROUND STRAP OR SCREW IS NOT
SUBMITTING OF A PROPOSAL IMPLIES THAT THE SUBCONTRACTOR HAS REQUIREMENTS OF UTILITY COMPANY.
used, VISITED THE SITE AND UNDERSTANDS THE CONDITIONS UNDER WHICH ACCEPTABLE.
THE WORK MUST BE CONDUCTED. NO ADDITIONAL CHARGES WILL BE B.1. ARRANGE FOR INSPECTION OF ELECTRICAL SERVICE BY THE PE SEAL
. RECEPTACLES: IDENTIFY PANELBOARD AND) CIRCUIT NUMBER FROM
be ALLOWED BECAUSE OF FAILURE TO MAKE THIS EXAMINATION OR TO LOCAL/GOVERNING JURISDICTION. OBTAIN CERTIFICATE OF
WHICH SERVED. USE ADHESIVE LABEL WITH BLACK FILLED LETTERING
INCLUDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK. INSPECTION. FURNISH COPY OF CERTIFICATE TO THE
cannot ON FACE OF WALL PLATE, AND DURABLE WIRE MARKERS OR TAGS
LOCAL/GOVERNING JURISDICTION AND A COPY TO THE UTILITY
. BASE BIDS UPON MANUFACTURED EQUIPMENT SPECIFIED. VOLUNTARY INSIDE OUTLET BOXES.
COMPANY.
It ALTERNATES MAY BE SUBMITTED FOR CONSIDERATION, WITH LISTED
PART 8. ELECTRICAL IDENTIFICATION AND LABELING
ADDITION OR DEDUCTION TO THE BID. B.2. COORDINATE METER SOCKET REQUIREMENTS WITH THE
project. -.PROVIDE WARRANTY THAT THE ELECTRICAL INSTALLATION IS FREE FROM LOCAL/GOVERNING JURISDICTION AND ELECTRIC UTILITY. A. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL.
DEFECTS AND AGREES TO REPLACE OR REPAIR, TO THE OWNER’S C. PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED B. WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-—BOXES, EQUIPMENT
SATISFACTION, ANY PART OF THIS ELECTRICAL INSTALLATION WHICH TO MATCH UTILITY COMPANY’S AVAILABLE FAULT CURRENT. BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
specific BECOMES DEFECTIVE WITHIN A PERIOD OF ONE YEAR FROM THE DATE
PART 4. EXECUTION C. BREAKERS IN LOAD CENTER SHALL BE IDENTIFIED WITH TYPE WRITTEN
OF SUBSTANTIAL COMPLETION FOLLOWING FINAL ACCEPTANCE, PROVIDED
a THAT SUCH FAILURE IS DUE TO DEFECTS IN THE EQUIPMENT, MATERIAL, A. ON ANY COLLOCATION SITE, SUBCONTRACTOR & ALL ASSIGNED SHALL LABELS NEATLY PLACED ALONG SIDE OF BREAKER.
on WORKMANSHIP OR FAILURE TO FOLLOW THE CONTRACT DOCUMENTS. NOT USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT D. NAME PLATES — THREE-LAYER LAMINATED PLASTIC) WITH MINIMUM
use K, FILE = =WITH THE = OWNER WARRANTIES = FROM THE = EQUIPMENT BELONGING TO ANY OTHER AGENCY. FAILURE TO ADHERE WILL CAUSE 3/15” HIGH WHITE ENGRAVED CHARACTERS ON BLACK BACKGROUND
MANUFACTURERS INCLUDING THE OPERATING CONDITIONS AND IMMEDIATE DISMISSAL OF SUBCONTRACTOR FROM PROJECT. AND PUNCHED FOR MECHANICAL FASTENING.
for
PERFORMANCE CAPACITIES THEY ARE BASED ON.
PULL BOXES — PROVIDE PULL BOXES AS INDICATED AND WHERE REQD. E. WIRE TAGS — VINYL OR VINYL-CLOTH SELF-ADHESIVE WRAPAROUND
solely L. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY — TEMPORARY BY CODES AND UTILITY COMPANIES. BOXES FOR GENERAL INDOOR USE TYPE INDICATING APPROPRIATE CIRCUIT NUMBER, ETC.
SERVICES INCLUDING EQUIPMENT AND INSTALLATION REQUIRED TO
(DRY LOCATIONS) TO BE GALVANIZED CODE GAUGE STEEL DESIGNER: JASON NGO
MAINTAIN OPERATION AS A RESULT OF ANY EQUIPMENT FAILURE OR PART 9. ENCLOSURES
DEFECT DURING WARRANTY PERIOD. CONSTRUCTION MIN. 4° SQUARE X 1-1/2” DEEP WITH SCREW—ON
A. DRY LOCATION, INDOOR — NEMA 1.
information COVERS. WIREWAYS TO BE UL LISTED, SHEET STEEL CONSTRUCTION
M.IN GENERAL, DEMOLITION WORK IS INDICATED ON THE DRAWINGS. B. WET LOCATION OR OUTDOOR — NEMA SR. SUBMITTALS
WITH SCREW-ON COVERS. FOR EXTERIOR AND DAMP OR WET INDOOR
HOWEVER, THE SUBCONTRACTOR SHALL VISIT THE JOB SITE TO
DETERMINE THE FULL EXTENT AND CHARACTER OF THIS WORK. LOCATIONS, USE BOXES AND WIREWAYS APPROVED FOR SUCH USE. C. EXTERIOR ENCLOSURES SHALL ACCOMMODATE SNOW LOADS. REV. DATE DESCRIP TION BY
INSTALL OUTLET PULL & JUNCTION BOXES RIGIDLY, PLUMB AND LEVEL.
N. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, REMOVED MATERIALS PART 10. DEVICES 2 | 04.25.17 REDESIGN JN
contains SUPPORT & SECURE BOXES INDEPENDENTLY FROM CONDUITS
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 TERMINATING AT BOX. INSTALL ALL BOXES SO AS TO BE ACCESSIBLE 5 05.10.17 COMMENTS JN
INDOOR MOUNTED, USE STAINLESS STEEL COVER. FOR OUTDOOR OR
and OVER TO THE APPROPRIATE TRADE FOR REUSE. SALVAGED MATERIALS AND SO THAT COVERS MAY BE EASILY REMOVED.
WET LOCATION MOUNTED, USE DEVICE RATED FOR USE. PROVIDE GFCI 4 05.15.17 COMMENTS JN
OF VALUE THAT ARE NOT TO BE REUSED SHALL REMAIN THE PROPERTY
OUTLET BOXES (SURFACE MOUNTED) — CADMIUM PLATED CAST OR TYPE WITH SOLID STATE GROUND FAULT SENSING & 5S MA TRIP FOR
OF THE OWNER UNLESS SUCH OWNERSHIP IS WAIVED. ITEMS ON WHICH 5 07.13.17 ISSUED FOR PERMIT JN
MALLEABLE IRON. OUTDOOR OR WET LOCATIONS.
THE OWNER WAIVES OWNERSHIP SHALL BECOME THE PROPERTY OF THE
6 10.17.17 ISSUED FOR PERMIT JN
ADWCOMM SUBCONTRACTOR, WHO SHALL REMOVE AND LEGALLY DISPOSE OF SAME, . POWER CONDUCTORS — SUBCONTRACTOR SHALL CONDUCT CONTINUITY 20 AMP, 120-277 VOLTS, A.C. ONLY TOGGLE TYPE, SINGLE POLE,
AWAY FROM THE PREMISES. & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT & DOUBLE POLE, 3-WAY, OR 4—-WAY TIMER STYLE AS INDICATED OR
POWER CABINET. REQUIRED. THE INFORMATION CONTAINED IN THIS SET
O. CONSULT WITH THE OWNER’S REPRESENTATIVE AS TO THE METHODS OF
OF DOCUMENTS IS PROPRIETARY BY NATURE.
of CARRYING ON THE WORK SO AS NOT TO INTERFERE WITH THE OWNER’S PART 5. RACEWAYS AND CONDUITS PART 11. FUSES ANY USE OR DISCLOSURE OTHER THAN THAT
item OPERATION ANY MORE THAN ABSOLUTELY NECESSARY. ACCORDINGLY, A. CONDUITS & FITTINGS AT OUTSIDE APPLICATIONS SHALL BE RIGID OR A. OBTAIN FUSES FROM A SINGLE MANUFACTURER. WHICH RELATES TO MARICOPA COUNTY'S
ALL SERVICE LINES SHALL BE KEPT IN OPERATION AS LONG AS P25 RADIO SYSTEM INFRASTRUCTURE
NONMETALLIC UNLESS OTHERWISE NOTED. CONDUITS & FITTINGS AT B. COORDINATE FUSE RATINGS WITH UTILIZATION EQUIPMENT NAMEPLATE
POSSIBLE AND THE SERVICES SHALL ONLY BE INTERRUPTED AT SUCH UPGRADE IS STRICTLY PROHIBITED.
INSIDE BUILDING RUN ABOVE CEILINGS AND SHALL BE ELECTRICAL LIMITATIONS OF MAXIMUM FUSE SIZE.
TIME AS WILL BE DESIGNATED BY THE OWNER’S REPRESENTATIVE.
proprietary METALLIC TUBING (EMT). SUPPORT CONDUITS WITHIN 3° OF JUNCTION
C. EXAMINE UTILIZATION EQUIPMENT NAMEPLATES AND INSTALLATION
P. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE PERFORMED BY SITE CODE:
BOXES & 8 INTERVALS OR LESS AS NEEDED WITH APPROVED INSTRUCTIONS. INSTALL FUSES OF SIZES AND WITH CHARACTERISTICS
THE QUALIFIED SUBCONTRACTORS. SUBCONTRACTOR SHALL INCLUDE
a FULL COST OF SAME IN BID. ANCHORING DEVICES. APPROPRIATE FOR EACH PIECE OF EQUIPMENT.
is
Q. PROVIDE ALL EXCAVATION, TRENCHING, TUNNELING, DEWATERING AND . ALL SWEEPS OR BENDS, AND ABOVEGROUND CONDUITS SHALL BE RIGID INSTALL LABELS INDICATING FUSE REPLACEMENT INFORMATION ON SGLK
-
BACKFILLING REQUIRED FOR THE ELECTRICAL WORK. COORDINATE THE GALVANIZED STEEL OR PVC SCHEDULE 40. INSIDE DOOR OF EACH FUSED SWITCH.
document WORK WITH OTHER EXCAVATING AND BACKFILLING IN THE SAME AREA.
PROVIDE CAP TO PREVENT ENTRY OF MATERIALS & MOISTURE FOR ALL SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY
.
R, INSPECT THE INSTALLATION OF ALL EQUIPMENT PER THE SPARE CONDUITS. CONDUIT RISERS MUST INCLUDE SLIP TYPE COOPER BUSSMAN, INC. OR EQUAL.
MANUFACTURER'S RECOMMENDATION AND APPLICABLE CODES. EXPANSION JOINT. SITE NAME:
This CARTRIDGE FUSES: NEMA FU 1, NONRENEWABLE CARTRIDGE FUSE;
S. PROVIDE UL APPROVED FIRE-—STOPPING SYSTEM FOR ALL PENETRATIONS CONDUIT SEALS — INSTALL CONDUIT SEAL FOR EACH CONDUIT CLASS AND CURRENT RATING INDICATED; VOLTAGE RATING CONSISTENT
SAGUARO LAKE
PASSING THROUGH FIRE RATED ASSEMBLIES.
PENETRATING AT AN EXTERIOR BUILDING WALL, BELOW GRADE (UNLESS WITH CIRCUIT VOLTAGE.
qT, COMPLY WITH NECA 1. PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB), AND
1. SERVICE ENTRANCE: CLASS L, TIME DELAY. RESISTANCE TEST’ FORM DELIVERABLE TO
(ADWCOMM),. U. PROVIDE COMPLETE OPERATION AND MAINTENANCE INSTRUCTIONAL ELSEWHERE AS INDICATED, AND SO AS TO ACHIEVE A SEALED
MANUALS COVERING ALL ELECTRICAL EQUIPMENT HEREIN SPECIFIED, 2. FEEDERS: CLASS RKS TIME DELAY . ADWCOMM’S REPRESENTATIVE & ENGINEER. GROUND TEST SHALL SITE ADDRESS:
WATERTIGHT INSTALLATION.
TOGETHER WITH PARTS LISTS. 5. MOTOR BRANCH CIRCUITS: CLASS RK1, TIME DELAY. BE WITNESSED BY ADWCOMM REPRESENTATIVE. ADWCOMM’S LATITUDE: 33° 34 29.90" N
RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN AREAS SUBJECT
REPRESENTATIVE SHALL BE INFORMED 48 HOURS IN ADVANCE OF
V. SUBCONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER, RECORD TO PHYSICAL DAMAGE. CUT ENDS WILL BE REAMED, THREADED AND 4. OTHER BRANCH CIRCUITS: CLASS RK1, TIME DELAY. LONGITUDE: 111° 32’ 15.34" W
INC DRAWINGS ON ELECTRONIC MEDIA OR MYLAR WHICH HAVE BEEN NEATLY TESTING. ANY GROUND RESISTANCE OF GREATER THAN 5S OHMS 14011 N. BUSH HWY.
COLD GALVANIZED (COMPRESSION FITTINGS WILL NOT BE ACCEPTED). COMPLY WITH:
MARKED TO REPRESENT AS—BUILT CONDITIONS FOR ALL NEW . BUT LESS THAN 25 OHMS SHALL BE REVIEWED BY ADWCOMM AND
MESA, AZ 895215
ELECTRICAL WORK. . LIQUID TIGHT FLEXIBLE STEEL CONDUIT — USE WHERE FLEXIBLE STEEL 1. NEMA FU 1 — LOW VOLTAGE CARTRIDGE FUSES. IS SUBJECT TO FINAL APPROVAL BY OWNER/CLIENT ON A
Services, MARICOPA COUNTY
W. SUBMIT FOR APPROVAL SHOP DRAWINGS FOR ALL ELECTRICAL SYSTEMS CONDUIT CONNECTIONS ARE REQUIRED IN DRY, DAMP, WET, OR OILY 2. NFPA 70 — NATIONAL ELECTRICAL CODE. CASE-BY-CASE BASIS.
OR EQUIPMENT BUT NOT LIMITED TO THE ITEMS LISTED BELOW: LOCATIONS, FOR CONNECTIONS TO TRANSFORMERS, VIBRATING
5S. UL 198C — HIGH—INTERRUP TING-—CAPACITY FUSES, D. WHEN USING OR CONNECTING TO EXISTING GROUND) RING, TEST SHEET TITLE:
EQUIPMENT, EQUIPMENT REQUIRING MINOR ADJUSTMENTS TO POSITIONS,
1. PANELBOARDS GROUND RING PRIOR TO AND AFTER CONNECTION.
CURRENT—LIMITING TYPES.
AND FOR FINAL CONNECTIONS TO ALL MOTORS AND SIMILAR
TRANSFORMERS E. CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR
WN EQUIPMENT. 4. UL 198E — CLASS R FUSES.
Communications CHANNEL GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS ONE LINE DIAGRAM AND
MOTOR CONTROL
G. CONDUIT SEALS FOR CAST-—IN-PLACE CONCRETE APPLICATIONS SHALL 5. UL 512 — FUSEHOLDERS SHALL BE PVC TYPE NON— CONDUCTIVE. DO NOT USE METAL
OAR DISCONNECT SWITCHES BE AN APPROVED MANUFACTURER. BRACKETS OR SUPPORTS THAT WOULD FORM A COMPLETE RING ELECTRICAL NOTES
PART 12. LOAD CENTER/PANEL BOARDS
AROUND ANY GROUNDING CONDUCTOR.
TIME SWITCHES PART 6. CONDUCTORS AND CABLES
A. GENERAL — TWO-ROW CIRCUIT BREAKER WITH MAINS, RATINGS AND
15.4 EXECUTION
OADW WIRING DEVICES A. ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL BRANCH DEVICES AS INDICATED.
NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ADWCOMM. A. GROUND BARS SHALL BE 4°” X 1/4" X LENGTH, UNLESS SHEET NUMBER:
ON LIGHTING FIXTURES B. MINIMUM 10,000 AIC FOR 208V/240V UNLESS OTHERWISE NOTED. OTHERWISE NOTED AND SHALL BE TINNED COPPER AND LARGE
SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER
LIGHTING CONTROL SYSTEMS AND DEVICES SIZE CONNECTORS PER LOCAL, STATE, AND NATIONAL CODES. C. LOCKABLE COVER, COPPER BUS. ENOUGH TO ACCOMMODATE REQUIRED NUMBER OF GROUNDING _—
Copyright fo CONNECTIONS. HARDWARE SECURING GROUND BARS SHALL BOND
SURFACE RACEWAYS
TO STRUCTURE TO WHICH THEY ARE FASTENED.