EXHIBIT B_FISH 100S REV.3_07.16.18 SS (1)- 10-8-2018 (28 PAGES) - FINAL.PDF

GENERAL NOTES APPR.OV AL BOX
THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT AS SET FORTH IN THE DEPARTMENT: SIGNATURE: DATE:
CONSTRUCTION DRAWINGS, CONTRACT DOCUMENTS AND THE COMPLETE SCOPE
OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED MC MGR., WIRELESS SYSTEMS
THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND SPECIFICATIONS
SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND MOT. PROJECT DIRECTOR
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE MOT. SR. PROJECT MANAGER
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE
ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO MOT. PROJECT CM
THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL. IN THE EVENT OF MOT. ENGR. MANAGER
DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR
EXTENSIVE WORK UNLESS OTHERWISE DIRECTED. ADW PROJECT MANAGER G
llllOTOA.OLA SOLU T/ON s
CODE COMPLIANCE ADW REGIONAL MANAGER
1303 EAST ALGONQUIN ROAD
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN PR.OJECT NOTES SCHAUMBURG, ILLINOIS 60196
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS TELEPHONE: 847.576.5000
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS PROJECT NOTES: WWW.MOTOROLASOLUTIONS.COM
IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
2012 INTERNATIONAL BUILDING CODE (IBC) P25 RADIO SYSTEM INFRASTRUCTURE UPGRADE 1. THE FACILITY IS UNMANNED WITH RESTRICTED ACCESS.
2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC) EQUIPMENT ROOM/BUILDING AND WILL BE USED FOR THE
2012 INTERNATIONAL MECHANICAL CODE (IMC) TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
2012 INTERNATIONAL FUEL GAS CODE (IFGC) MARICOPA COUNTY COMMUNICATION.
2012 INTERNATIONAL PLUMBING CODE (IPC) SITE NAME: 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATE ONCE A
SITE CODE: MONTH FOR ROUTINE INSPECTION AND MAINTENANCE AND THE
2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WORK ASSOCIATED WITH ANY EQUIPMENT IS NOT TYPICALLY
2011 NATIONAL ELECTRICAL CODE (NEC) FISH FISH CREEK HILL PERFORMED BY PERSONS WITH DISABILITIES. COMMUNICATIONS SERVICES, INC
2006 INTERNATIONAL FIRE CODE (IFC) 3. NO SANITARY SEWER, POTABLE WATER OR WASTE DISPOSAL IS 14350 N. 87th ST., STE. 145
NEPA 30 FLAMMABLE FUEL GAS CODE REQUIRED.
ANSl/EIA-222-G STRUCTURAL STANDARD FOR ANTENNA SUPPORTING 4. ADA COMPLIANCE IS NOT REQUIRED PER IBC SECTION 1103.2.9 SCOTTSDALE, AZ 85260
STRUCTURES AND ANTENNAS PHONE: 480.291.6824
2005 MOTOROLA R56
JURISDICTION: MARICOPA COUNTY
SHEET INDEX
VICINITY MAP PR.OJECT TEAM PR_OJECT INFOR_MA TION TITLE: DESCRIPTION:
PROJECT OWNER: MARICOPA COUNTY WIRELESS SYSTEMS SITE ADDRESS: MILE POST 222 TOP /FISH CREEK HILL ex T-1 TITLE SHEET & PROJECT INFORMATION
PROJECT MANAGER: CONTACT: THOMAS CROSBY APACHE TRAIL, AZ 85119 GN-1 GENERAL NOTES 7 /16/1
3324 WEST GIBSON LANE SITE COORDINATES: LATITUDE: 33· 31' 59.5" N (NAO 83) GN-2 GENERAL NOTES
SITE PHOENIX, ARIZONA 85009
PHONE: (602) 506-5264 LONGITUDE: 111° 18' 51.93" W (NAO 83) GN-3 GENERAL, STRUCTURAL & INSPECTION NOTES
EMAIL: tomcrosby@mail.maricopa.gov ELEVATION: ±2,985.8' AMSL (AMSL) (NAVO 88)
GN-4 GENERAL SPECIFICATIONS, ABBREVIATIONS & LEGEND
APPLICANT: MOTOROLA SOLUTIONS, INC. PROPERTY OWNER: TONTO NATIONAL FOREST SN-1 SIGNAGE AND NOTES
2900 S. DIABLO WAY, BUILDING A, SUITE 150 28079 NORTH ARIZONA HIGHWAY 188
TEMPE, AZ 85282 ROOSEVELT, ARIZONA 85545 LS-1 TOPOGRAPHICAL SURVEY
CONTACT: BRENT VINCENT PHONE: (602) 225-5200 3
PHONE: ( 409) 277-9290 A-1 OVERALL SITE PLAN
EM AIL: brent. vine en t@motorolasolu ti on s.com APN NUMBER: DESIGNER: JASON NGO
A-2.0 ENLARGED SITE PLAN
CONSUL TANT: ADW COMMUNICATIONS SERVICES, INC. CURRENT ZONING: A-2.1 EQUIPMENT LAYOUT SUBMITTALS
14350 NORTH 87TH STREET, SUITE 145
~ SCOTTSDALE, ARIZONA 85026 CONSTRUCTION TYPE: V-B A-2.2 GRADING PLAN REV. DATE DESCRIPTION BY
CONTACT: ALAN WAWRZYNIAK OCCUPANCY CLASSIFICATIONS: U (MONOPOLE), S-2 (BUILDING) 0 04.24.17 REVIEW AW
-9- PHONE: ( 480) 291-6820 A-3 ELEVATION
1 EMAIL: awawrzyniak@adwcomm.com OCCUPANCY LOAD: 0 05.10.17 COMMENTS AW
A-4 POLE CROSS SECTIONS
CIVIL ENGINEER: Abn ENGINEERING, LLC (SITE EQUIPMENT BUILDING ARE UNMANNED 2 05.16.17 COMMENTS AW
1337 E. DESERT FLOWER LANE TELECOMMUNICATIONS FACILITIES ONLY) A-5 CONSTRUCTION DETAILS 3 07.16.17 ISSUED FOR PERMIT AW
DR.IVING DIR.ECTIONS PHOENIX, AZ 85048 S-1 MASONRY DETAILS
CONTACT: SANDEEP A. MANE, P.E. FIRE SPRINKLES: FIRE SUPPRESSION SYSTEM (DEFERRED SUBMITTALS)
FROM MARICOPA COUNTY WIRELESS SYSTEMS' OFFICE (3324 WEST GIBSON PHONE: ( 480) 213-8524 CURRENT USE: RAW LAND S-2 MASONRY DETAILS THE INFORMATION CONTAINED IN THIS SET
LANE PHOENIX, ARIZONA 85009): TAKE 1-17 SOUTH TO 1-10 EAST (2.3 EMAIL: smane@abneng.com NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY S-3 BUILDING FOUNDATION & ROOF FRAMING PLAN OF DOCUMENTS IS PROPRIETARY BY NATURE.
MILES) THEN TO US-60 EAST (33.5 MILES). TAKE AZ-88 EXIT THEN TURN ANY USE OR DISCLOSURE OTHER THAN THAT
LEFT ONTO AZ-88 (2.3 MILES). SLIGHT RIGHT ON AZ-88 (N. APACHE TRAIL) ELECTRICAL JOYNGO, LLC S-4 ROOF PLAN & FURRING DETAILS WHICH RELATES TO MARICOPA COUNTY'S
TOWARD CANYON LAKE. CONTINUE ON AZ-88 (APACHE TRAIL) TOWARD CONSUL TANT: CONTACT: TIM ALEXANDER, PE P25 RADIO SYSTEM INFRASTRUCTURE
PHONE: (602) 403-8368 S-5 BUILDING ELEVATIONS, SECTION AND NOTES UPGRADE IS STRICTLY PROHIBITED.
MOUNTAIN TOP. ARRIVE AT SITE (ON THE LEFT) (26.1 MILES).
EMAIL: joyngollc@gmail.com SPECIAL INSPECTIONS S-6 CONSTRUCTION DETAILS I PLOT DATE: 7 /16/18 I
DRILLED CAISSON (PERIODIC) N/A S-7 CABLE RACKING & REFLECTED CEILING PLANS
DEFER.R.ED SUBMITTAL NOTES SITE CODE:
TOWER VALMONT INDUSTRIES, INC. CONCRETE CONSTRUCTION (CONTINUOUS) YES S-8 CONSTRUCTION DETAILS
PER IBC SECTION 107.3.4.1 MANUFACTURER: ONE VALMONT PLAZA FISH
SANDEEP ANAND MANE, THE REGISTERED DESIGN PROFESSIONAL IN CHARGE OMAHA, NEBRASKA 68154 BOLTS IN CONCRETE & HIGH STRENGTH BOLTS (CONTINUOUS) YES E-1 ELECTRICAL NOTES
SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITIAL PHONE: (402) 963-1000 REINFORCING STEEL (PERIODIC) YES E-2 ELECTRICAL NOTES & STANDARD SCHEDULES
DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SITE NAME:
SUBMITIAL ITEMS, FOR COMPATIBILITY WITH DESIGN OF THE BUILDING. SHELTER MASONRY CONSTRUCTION (PERIODIC) YES E-3 ONE-LINE DIAGRAM & PANEL SCHEDULE
N/A FISH CREEK HILL
PER IBC SECTION 107.3.4.2 MANUFACTURER: EXPANSION AND EPOXY BOLTS (CONTINUOUS) YES G-1 GROUNDING PLAN
SUBMITIAL DOCUMENTS FOR DEFERRED SUBMITIAL ITEMS SHALL BE SUBMITIED
TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SOIL COMPACTION (PERIODIC) YES G-2 GROUNDING DETAILS SITE ADDRESS:
SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A STEEL CONSTRUCTION (PERIODIC) YES G-3 GROUNDING DETAILS LATITUDE: 33° 31' 59.5" N
NOTATION INDICATING THAT THE DEFERRED SUBMITIAL DOCUMENTS HAVE BEEN LONGITUDE: 111" 18' 51.93" W
~ REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL ATTACHMENT:
CONFORMANCE WITH THE DESIGN OF THE BUILDING. PR_OJECT DESCR_IPTION UTILITY TABLE MILE POST 222 TOP /FISH
~ REPORT GEOTECHNICAL INVESTIGATION REPORT (BY PROTEX) CREEK HILL ex
APACHE TRAIL, AZ 85119
] PR_OJECT AR.EA LEGAL DESCR_IPTION THE SITE PROPOSAL INCLUDES THE INSTALLATION OF A NEW UTILITY: PROVIDER: REPORT TOWER DRAWINGS & CALCULATIONS REPORT (BY VALMONT)
TELECOMMUNICATIONS FACILITY, A NEW 30'-o" TALL MONOPOLE, A SHEET TITLE:
§ REFER SHEET LS-1 FOR PROJECT AREA LEGAL DESCRIPTION NEW 14'x28' EQUIPMENT BUILDING, A NEW 45kW BACKUP WATER N/A REPORT BUILDING DESIGN CALCULATIONS
'.cl -~ GENERATOR AND A RETAINING WALL. SEWER N/A REPORT CIVIL FOUNDATION STRUCTURAL ANALYSIS REPORTS TITLE SHEET & PROJECT
ELECTRICAL SRP SPECS: GENERATOR SPECIFICATIONS INFORMATION
j
TELEPHONE/FIBER N/A SPECS: ROXTEC TRANSIT SPECIFICATIONS
~ POLICE MARICOPA COUNTY SHERIFF DEFERRED SUBMITTALS: SHEET NUMBER:
@ FIRE RURAL FIRE DISTRICT DWG: FIRE SUPPRESSION SYSTEM PERMIT (BY AMERICAN FIRE)
1 T 1
DWG: MECHANICAL DRAWINGS
S L...:==================================:...::============================~~============================::::.-==============================-1!::::==============~








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PREFABRICATED WOOD TRUSSES:
PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD OF 20 PSF AND
SUPERIMPOSED DEAD LOAD OF 20 PSF. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED
OTHERWISE. TRUSS SHALL BE DESIGNED TO ACCOMMODATE A FUTURE MECHANICAL LOAD OF 250 POUNDS AT ANY
LOCATION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CONNECTION DESIGN AND DETAILS, ERECTION DRAWINGS
AND DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE.
CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS.ALL
CONNECTORS SHALL HAVE CURRENT ICC-ESR APPROVAL.
MULTIPLE TRUSS MEMBERS SHALL BE FASTENED TOGETHER TO ALLOW TRANSFER OF SHEAR AND TENSION FORCES
(MINIMUM 250 PLF) AT PLYWOOD SHEATHING JOINTS AND TO PREVENT CROSS GRAIN BENDING OF TOP CHORDS.
ATTACHMENT SHALL BE A CONTINUOUS 20 GAGE METAL PLATE OR OTHER APPROVED MEANS. METHOD OF ATTACHMENT
SHALL BE INDICATED ON SHOP DRAWINGS FOR REVIEW.
CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. LIVE LOAD DEFLECTIONS SHALL BE
LIMITED TO SPAN/360. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/240. ALL PERIMETER (EDGE)
JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR MAXIMUM LIVE LOAD DEFLECTION NOT TO EXCEED 1/2”.
ALL JOISTS AND JOIST GIRDERS SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. MANUFACTURER SHALL ADD
ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB SIZES ACCORDINGLY, BUT SHALL NOT ALTER
DEPTH OF JOISTS AND JOIST GIRDERS. DESIGN CALCULATIONS SHALL INCLUDE SUPERIMPOSED LOADS FOR
FRAMING SUPPORTED EQUIPMENT. VERIFY SIZE, WEIGHT AND LOCATION OF EQUIPMENT WITH ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. SPRINKLER OR PLUMBING PIPING 4” DIA. OR GREATER MUST
BE ADDED TO JOIST DESIGN LOADS (SEE FIRE PROTECTION AND PLUMBING DRAWINGS).
NOTES FOR PREFABRICATED WOOD TRUSSES