Site Name: Az2 Tortoise Shell

CODE COMPLIANCE: ZONING COMPLIANCE: ALL WORK AND MATERIALS SHALL BE LOCAL JURISDICTION: TOWN OF WICKENBURG PERFORMED AND INSTALLED IN ASSESSORS PARCEL: 201-06-001G ACCORDANCE WITH THE CURRENT ZONING: M3 PAD EDITIONS OF THE CODES AS ADAPTED BY USE: TELECOMMUNICATIONS FACILITY THE LOCAL GOVERNING AUTHORITIES. PARENT PARCEL AREA: N/A LESSOR LEASE AREA: 1600 S.F. BUILDING CODE : 2006 IBC MECHANICAL CODE : 2006 IMC PARKING REQ'D: 0 PLUMBING CODE : 2006 IPC PARKING PROVIDED: 1 : 2005 NEC ELECTRIC CODE GENERAL COMPLIANCE: FIRE CODE : 2012 IFC HVAC USED ON THIS STRUCTURE IS NOT INTENDED FOR HUMAN COMFORT; ITS USE IS SOLELY FOR ELECTRONIC SPECIAL INSPECTIONS REQUIRED: EQUIPMENT COOLING. DRILLED CASSION : YES DEVELOPMENT AND USE OF THIS SITE WILL CONFORM CONCRETE REINFORCING : YES TO ALL APPLICABLE CODES AND ORDINANCES. BOLTS IN CONCRETE : YES PROVIDE STREET ADDRESS IDENTIFICATION PER MUNICIPAL REQUIREMENTS. THE USE OF THIS SITE WILL GENERATE NO TRASH. FIRE DEPARTMENT NOTES: THIS PROJECT DOES NOT REQUIRE WATER OR SEWER PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A THIS PROJECT REQUIRES PERMANENT POWER & TELEPHONE CONNECTION RATING NOT LESS THAN 2A-10BC. A.D.A. COMPLIANCE: PROVIDE STREET ADDRESS IDENTIFICATION PER FACILITY IS UNMANNED AND NOT FOR HUMAN MUNICIPAL REQUIREMENTS. HABITATION. LANDINGS AND EXITS SHALL COMPLY WITH THE APPLICABLE BUILDING CODE. PROVIDE AND INSTALL FIRE DEPARTMENT APPROVED 'KNOX BOX' PER DEPARTMENT REQUIREMENTS. F.C.C. COMPLIANCE: ALL NEW ANTENNAS SHALL BE IN COMPLIANCE WITH ALL FEDERAL COMMUNICATIONS COMMISSION (FCC) REGULATIONS, INCLUDING THOSE PROTECTING THE PUBLIC HEALTH AND THOSE PROTECTING HISTORIC DISTRICTS.

COLLOCATION: SITE NAME: AZ2_TORTOISE SHELL POLE SHALL BE DESIGNED IN A MANNER THAT WILL CALL BEFORE YOU DIG! ALLOW FOR THE COLLOCATION OF AT LEASE ONE ARIZONA LAW REQUIRES ADDITIONAL ARRAY ON THE FACILITY 2 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE PROJECT DESCRIPTION: STOP CALL THE PROJECT CONSISTS OF THE INSTALLATION AND ARIZONA BLUE STAKE, INC. OPERATION OF ANTENNAS MOUNTED ON NEW MONOPOLE (800) STAKE-IT AND ASSOCIATED EQUIPMENT FOR COMPANY'S WIRELESS

TELECOMMUNICATIONS NETWORK. FACILITY IS UNMANNED ofess ion Pr a l d A e I F ICATE r AND NOT FOR HUMAN HABITATION. r T c e N h t R O E i s . i C t e THIS FACILITY CONSISTS OF A(N) OUTDOOR EQUIPMENT g 19382 c

t CABINET(S), TO HOUSE RADIO EQUIPMENT. NO HAZARDOUS R RONALD C.

MATERIAL WILL BE STORED WITHIN THE FACILITY. D YOUNG a t e . A S i g R ne d . A I S ALL EXITS SHALL BE OPERABLE FROM THE INSIDE Z O NA U . WITHOUT THE USE OF KEYS OR SPECIAL KNOWLEDGE. EXP. 12/31/20 MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS ARE PROHIBITED.

NEW CMU SCREEN WALL W/ T.S. ACCESS GATES PRELIMINARY UNLESS SIGNED SITE ACQUISITION ARCHITECT SURVEYOR LESSOR / OWNER ELECTRICAL ENGINEER ANTENNA SHROUD W/ PAINTED MURAL DESTREE DEVELOPMENT, LLC YOUNG DESIGN CORP. RLF CONSULTING, LLC WRC 667 LLC ASEI ENGINEERING 22831 N. 21ST ST. 10245 E. VIA LINDA, SUITE 211 1214 N. STADEM DRIVE 4222 E. CAMELBACK RD. H100 2410 W. ROYAL PALM RD, STE A PHOENIX, AZ, 85024 SCOTTSDALE, AZ, 85258 TEMPE, AZ, 85281 PHOENIX, AZ. 85018 PHOENIX, ARIZONA, 85021 PHONE: (602) 349-6930 PHONE: (480) 451-9609 PHONE: (480) 445-9189 PHONE: (520) 294-3900 PHONE:(602) 287- 0300 CONTACT: REG DESTREE FAX: (480) 451-9608 CONTACT: RYAN FIDLER CONTACT:ANDREW MESSING CONTACT: CHRIS L. SARMIENTO CONTACT: MATTHEW YOUNG

SITE PHOTO: VICINITY MAP: SHEET INDEX: T-1 TITLE SHEET, PROJECT INFO T-2 GENERAL INFORMATION

LS-1 TOPOGRAPHIC SURVEY YDC-8268 LS-2 TOPOGRAPHIC SURVEY 93 89 LS-3 TOPOGRAPHIC SURVEY LS-4 TOPOGRAPHIC SURVEY LS-5 TOPOGRAPHIC SURVEY PROJECT AREA A-1 OVERALL SITE PLAN AZ2_TORTOISE SHELL A-2 SITE PLAN A-3 ENLARGED PLAN MATTHIE HWY 93 & MATTHIE RANCH RD RANCH ROAD A-4 SITE ELEVATIONS WICKENBURG, AZ 85390 A-5 SITE DETAILS A-6 SITE ELEVATIONS (OPTION 3) TITLE SHEET E-1 GENERAL ELECTRICAL NOTES E-2 SITE POWER PLAN E-3 ENLARGED POWER PLAN E-4 ONE-LINE / CALCS SITE COORDINATES: E-5 GROUNDING PLAN LATITUDE : 34° 01' 29.275" N E-6 GROUNDING DETAILS LONGITUDE : 112° 48' 37.732" W ELEVATION : 2472.4' A.M.S.L.

DRIVING DIRECTIONS: PF1 PRODUCTION INFORMATION & NOTES FROM TAG OFFICE IN TEMPE, AZ: DEPART W. GEMINI DR TOWARD S. ASH AVE. TURN LEFT ONTO PF2 POLE ELEVATION AND FOUNDATION S. ASH AVE. TURN RIGHT ONTO W. GUADALUPE RD. TURN RIGHT ONTO S. KYRENE RD. TURN PF3 POLE DETAILS LEFT ONTO W. BASELINE RD. TAKE RAMP RIGHT FOR I-10 WEST / US-60 WEST TOWARD PHOENIX. PF3.1 POLE DETAILS KEEP LEFT TO STAY ON I-10 W. AT EXIT 143A-B, TAKE RAMP RIGHT FOR I-17 NORTH TOWARD FLAGSTAFF. AT EXIT 223B, TAKE RAMP RIGHT FOR AA-74 WEST TOWARD WICKENBURG. TURN PF4 MOUNT DETAILS RIGHT ONTO US-60 W. BEAR RIGHT, AND THEN BEAR RIGHT ONTO US-93. AT ROUNDABOUT, FRP0 FRP LAMPSHADE GENERAL NOTES TAKE 2ND EXIT ONTO US-93. AT ROUNDABOUT, TAKE 2ND EXIT. TURN RIGHT ONTO S. NINE IRONS FRP1 LAMPSHADE ELEVATION & SECTIONS RANCH RD. MAKE A U-TURN AT S. TURTLE CREEK RD. TURN LEFT ONTO US-93. ARRIVE AT US-93 S ON THE RIGHT. THE LAST INTERSECTION IS US-93 N. IF YOU REACH AA-89 S, YOU'VE GONE FRP2 LAMPSHADE ASSEMBLY CONNECTION DETAIL TOO FAR. FRP3 FRP PANELS A1 & A2 FRP4 FRP PANELS B1 & B2 T-1 GENERAL NOTES: STANDARD CIVIL NOTES: MASONRY PAINTING

DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE WORK 1. THE CONTRACTOR SHALL PREPARE SURFACES, FURNISH ALL PAINT, MATERIAL, LABOR AND DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED SPECIFICATIONS PROJECT SUMMARY. EQUIPMENT REQUIRED FOR THE PAINTING OF ALL SURFACES AS REQUIRED BY THE DRAWINGS OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL PROVIDE EVERYTHING REQUIRED TO COMPLETE UNIT MASONRY AS SHOWN ON THE AND SPECIFIED HEREIN. MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE DRAWINGS AND SPECIFIED HEREIN. PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. SITE AND DISPOSED OF LEGALLY. 2. PAINTS TO BE APPLIED IN ALL WORKMANLIKE MANNER. UPON COMPLETION, REMOVE ALL QUALITY STANDARDS MATERIALS AND DEBRIS CAUSED BY THIS CONTRACTOR, ALL HARDWARE, FLOORS, GLASS, PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN FRAMES FIXTURES AND THE LIKE SHALL BE THOROUGHLY CLEANED OF PAINT. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT. CONTRACTORS MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. PROVIDE EXPERIENCED, WELL-TRAINED WORKERS COMPETENT TO COMPLETE THE WORK SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO AS SPECIFIED. VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO 3. REGULATORY REQUIREMENTS: ALL MATERIALS MUST COMPLY WITH AIR POLLUTION CONTROL PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES THE CRUSHED STONE APPLICATION. REGULATIONS, SUCH AS L.A. COUNTY APCD RULE 1113 AND BAY AREA PCD REG. 3. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE MATERIAL SHALL BE AS INDICATED ON PAINT SCHEDULE BELOW AND DRAWINGS. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR MATERIALS 4. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 5. ALL STEEL COLUMNS AND MISC. METALS SHALL BE PRIMED AND PAINTED. AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER 6. FIRE PREVENTION: TAKE EVERY PRECAUTION AT THE END OF THE DAY TO REMOVE OILY RAGS ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE MORTAR AS PER ASTM C270. TYPE S. ONE PART PORTLAND CEMENT. ONE-HALF PART LIME. AND COMBUSTIBLE MATERIALS FROM THE SITE OR STORE IN METAL CONTAINER WITH TIGHT SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORKING CREW. NOT MORE THAN FOUR AND ONE-HALF PARTS SAND, MEASURED DAMP AND LOOSE. COVERS. IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE 7. EXTERIOR PAINT SYSTEMS (EPS): CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR A. FERROUS METALS; DOORS AND FRAMES: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF MORTAR MATERIALS: PORTLAND CEMENT, TYPE I OR II. AGGREGATE, CLEAN, SHARP SAND. MATCH EXISTING BUILDING 1ST COAT: 664 RUST STOP 2ND COAT: 124 MIRROGLIDE S/G ACRYLIC EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEERS. LIME, QUICK LIME ASTM C5. HYDRATED LIME, TYPE S. WATER, CLEAN AND POTABLE. SEMI-GLOSS 3RD COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI-GLOSS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, B. ALUMINUM OR GALVANIZED STEEL: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR PER PLAN MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION PROVIDE CONCRETE UNIT MASONRY WHERE SHOWN ON THE DRAWINGS AND SPECIFIED 1ST COAT: 661 METAL PLAN 2ND COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI-GLOSS 3RD COAT: 124 PORTIONS OF THE WORK UNDER THE CONTRACT. LANDSCAPE WORK. HEREIN AS MANUFACTURED BY: MIRROGLIDE S/G ACRYLIC SEMI-GLOSS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO CONCRETE UNIT MASONRY UNITS SHALL COMPLY WITH ASTM STANDARDS: C. PLASTER, CONCRETE, MASONRY: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO MATCH MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CONCRETE BRICKS, ASTM C55. HOLLOW LOAD-BEARING UNITS, ASTM C90. HOLLOW EXISTING BUILDING 1ST COAT: 061 AQUA SEAL 2ND COAT: 124 MIRROGLIDE S/G 3RD COAT: CODES OR ORDINANCES TAKE PRECEDENCE. GENERAL CONCRETE NOTES: NON-LOAD-BEARING UNITS, ASTM C129. SOLID LOAD-BEARING UNITS, ASTM C145. SEMI-GLOSS - 124 MIRROGLIDE S/G ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT 8. INTERIOR PAINT SYSTEMS (IPS): ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND GRADES AND TYPES: HOLLOW, LOAD-BEARING UNITS GRADE N, TYPE I, MEDIUM WEIGHT FOR A. GYPSUM DRYWALL (NON-EPOXY): RADIO FACILITY (MDF) 1-2 MILS PER COAT FRAZEE PAINT - LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH EXTERIOR. HOLLOW, LOAD-BEARING UNITS GRADE S, TYPE II, LIGHTWEIGHT FOR INTERIOR. COLOR TO BE WHITE 1ST COAT: 061 AQUA SEAL 2ND COAT: 124 MIRROGLIDE S/G 3RD COAT: AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. CHAPTER 19 OF THE CURRENT BUILDING CODE. STRENGTHS AT 28 DAYS AND MIX CRITERIA SEMI-GLOSS - 124 MIRROGLIDE S/G SHALL BE AS FOLLOWS. B. TELEPHONE BACKBOARD: FRAZEE PAINT - COLOR TO BE WHITE 1ST COAT: 367 FRAFLO V/C 2ND GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION GROUT SHALL BE TYPE II CEMENT CONFORMING TO ASTM C-150. AGGREGATE SHALL TYPE OF CONSTRUCTION CONFORM TO ASTM C-144, SAND TO CONFORM TO ASTM C-404 AND LIME SHALL CONFORM COAT: FLAT FIRE PAINT #505 BY FLANECRETE (AS SPECIFIED) 3RD COAT: 124 MIRROGLIDE S/G DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 28 DAY STRENGTHS MINIMUM CEMENT ACRYLIC SEMI-GLOSS OVERCOAT: 124 MIRROGLIDE S/G ACRYLIC SEMI-GLOSS (TINT TO MATCH BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT (f'c) W/C CONTENT TO ASTM C-207. A. RATIO WALL) ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET SLABS ON GRADE PER CUBIC YARD BEARS THE ARCHITECT'S SIGNED WET STAMP. TOPPING SLABS C. PLASTER, CONCRETE, MASONRY: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO BE WHITE 2,400 PSI < .45 5 1/2 SACKS SEE CONCRETE SECTION THIS SPECIFICATION FOR THE REINFORCING STEEL MATERIAL CONCRETE PIERS REQUIREMENTS. 1ST COAT: LATEX PRIMER SEALER - 065 ACRY PRIME 2ND COAT: SEMI-GLOSS - 124 MIRROGLIDE THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE S/G 3RD COAT: SEMI-GLOSS - 124 MIRROGLIDE S/G ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. B. ALL STRUCTURAL CONCRETE 4,000 PSI < EXCEPT WALLS .45 6 1/2 SACKS SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL ACCESSORIES AND OTHER RELATED MATERIALS C. APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. CONCRETE WALLS 4,000 PSI < .45 6 1/2 SACKS PROVIDE ALL ACCESSORIES AND MATERIALS AS REQUIRED FOR COMPLETE, PROPER SIGNS CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN INSTALLATION. 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE ll U.N.O. CONSTRUCTION. 1. INSTALL EMERGENCY INFORMATION PLACARD NEAR ENTRANCE GATE OF EQUIPMENT AREA (OR THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND UNIT MASONRY INSTALLATION AND MORTAR APPLICATION MOST VISIBLE PLACE ON OUTSIDE COMPOUND WALL). PLACARD IS TO CONTAIN SITE NAME, SITE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PROCEDURES OF CONCRETE PLACEMENT. NUMBER, COMPANY NAME, ADDRESS INFORMATION, AND A "800" NUMBER TO DIAL IN CASE OF EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, EMERGENCY. PLACARD IS TO CONSIST OF HIGH CONTRAST LETTERING (WHITE BACK GROUND W/ ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH COMPLETE THIS WORK IN A TIMELY FASHION, WITHOUT INTERFERING WITH, OR DELAYING CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION THE WORK OF OTHER TRADES. RED LETTERING) BEHIND VANDAL RESISTANT LEXAN COVER. ON OR ABOUT THE PROPERTY. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE CURRENT BUILDING CODE. COMPLETE ALL WORK ACCORDING TO APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 2. INSTALL ADDRESS PLACARD NEAR ENTRANCE GATE OF EQUIPMENT AREA (OR FACING STREET CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE COMPLETE ALL WORK ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE OF ASSOCIATED ADDRESS). PLACARD IS TO CONTAIN 12" TALL HIGH CONTRAST LETTERING EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE (WHITE BACK GROUND AND RED LETTERS) BEHIND VANDAL RESISTANT LEXAN COVER. LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED MASONRY INSTITUTE OF AMERICA. SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH MASONRY ACCESSORIES AND REINFORCING -- INSTALLATION CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. ofess ion REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH Pr a l INSTALL METAL TIES FOR BONDING AS PER DETAILS AND REFERENCED TRADE STANDARDS. d A e I F ICATE r AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A r T c THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID ASSURE COMPLIANCE IN TYPES, SIZES, SPACING, DEPTH OF ANCHORING AND CORROSION e R N h t E O MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP s i RESISTANCE. C . t DISTURBING NORMAL BUSINESS. i e CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF g 19382 c

t THE CONTRACTOR SHALL PROVIDE COMPANY WITH. PROPER INSURANCE CERTIFICATES NAMING WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. R RONALD C.

(COMPANY). AS ADDITIONAL INSURED, AND (COMPANY) PROOF OF LICENSE(S) AND PE & PD INSTALL REINFORCING AS PER DETAILS AND REFERENCED TRADE STANDARDS. LEGEND

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. D YOUNG INSURANCE. a t e . SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 A S i g CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. R ne d . A PSI. I S Z O NA U . CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY NEW ANTENNA INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL UTILITY LOCATE NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS EXP. 12/31/20 SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-332-2344. EXISTING ANTENNA GROUT OR PLASTER

CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO GROUND ROD (COMPANY) ALONG WITH REDLINED CONSTRUCTION SET. (E) BRICK

CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE GROUND BUS BAR PRELIMINARY UNLESS SIGNED APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO (COMPANY) (E) MASONRY REPRESENTATIVE UPON COMPLETION. MECHANICAL GRND. CONN. CONCRETE FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: BID WALK. CADWELD FOOTINGS AND OTHER UNFORMED EARTH GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY SURFACES, EARTH FACE 3" AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO GROUND ACCESS WELL NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. FORMED SURFACES EXPOSED GRAVEL TO EARTH OR WEATHER (#6 BARS OR 2" ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY (COMPANY) LARGER) 1 1/2" ELECTRIC BOX CONSTRUCTION MANAGER. (#5 BARS OR PLYWOOD SLABS AND WALLS (INTERIOR FACE) SMALLER) 3/4" TELEPHONE BOX IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE STUCCO PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK ANCHOR BOLTS TO CONFORM TO ASTM A307. LIGHT POLE WOOD CONT. GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S FND. MONUMENT WOOD BLOCKING CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK, AND PROVIDE CONTINUOUS PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE. MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). YDC-8268 SPOT ELEVATION STEEL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TECHNIQUES, SEQUENCES, AND PROCEDURES OF THE WORK UNDER THE CONTRACT. TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. CENTERLINE H FIRE HYDRANT CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS AND FINISHES THAT ARE TO Y D REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION PROPERTY/LEASE LINE TO SATISFACTION OF TAG WIRELESS REPRESENTATIVE. REVISION CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN, HAZARD FREE AND DISPOSE OF ALL LEASE LINE DIRT, DEBRIS DURING CONSTRUCTION. LEAVE PREMISES IN A VACUUM AND BROOM CLEAN STRUCTURAL STEEL NOTES: GRID REFERENCE CONDITION, FREE FROM PAINT SPOTS, DUST, SMUDGES OF ANY NATURE AND IN WORKING ORDER GROUND CONDUCTOR UNTIL ACCEPTANCE BY TAG WIRELESS AND PROPERTY OWNER. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. AZ2_TORTOISE SHELL DETAIL REFERENCE TELEPHONE CONDUIT STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE ELECTRICAL CONDUIT BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF HWY 93 & MATTHIE RANCH RD IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL WITH CURRENT BUILDING CODE, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ELEVATION REFERENCE COAXIAL CABLE WICKENBURG, AZ 85390 COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, REPORTS AND TEST RESULTS. TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF OVERHEAD SERVICE COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONDUCTORS PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS SECTION REFERENCE INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL TYPE OF MEMBER CHAIN LINK FENCING GENERAL INFORMATION CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. A. PLATES, SHAPES, ANGLES, AND RODS ASTM A36, Fy 36 KSI B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ASTM A53, Fy 35 KSI ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR C. PIPE COLUMNS ASTM A500, Fy 46 KSI TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE D. STRUCTURAL TUBING ASTM A307 PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN E. ANCHOR BOLTS ASTM A325 TWIST-OFF-TYPE UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS-BUILT DRAWING SET" - HAVING F. CONNECTION BOLTS INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. ANCHORING OCCURS. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF TIES SHALL NOT BE PERMITTED FOR USE ON TAG WIRELESS PROJECTS. RECOMMENDED REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA. WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RED-LINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. FOLLOWING THE FINAL INSPECTION BY TAG COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON WIRELESS, THE CONTRACTOR SHALL PROVIDE TAG WIRELESS WITH ONE (1) COPY OF ALL THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD-FORMED STEEL RED-LINED DRAWINGS. NOTE ALL OF THE FOLLOWING: FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED MODIFICATIONS OF ANY SCHEDULE STEEL STRUCTURAL MEMBERS." MODIFICATION OF ANY DIAGRAM SUBSTITUTIONS AND/OR MODEL NUMBERS OF EQUIPMENT BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. VERIFY ALL FINAL EQUIPMENT WITH TAG WIRELESS REPRESENTATIVE. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE INSTALLATION AND THEIR FINAL LOCATION NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS ARE TO BE APPROVED BY TAG WIRELESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNLESS NOTED OTHERWISE. COORDINATING HIS WORK WITH THE WORK AND CLEARANCES REQUIRED BY OTHERS RELATED TO SAID INSTALLATIONS. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. T-2 SURVEYOR NOTES 1. ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE INSURANCE PREPARED BY CHICAGO TITLE INSURANCE COMPANY, ORDER NO.: AZ-FWSX-IMP-N/A-1-18-66180602 EFFECTIVE DATE: 04/17/2018, AND PREPARED BY GREAT AMERICAN TITLE AGENCY, ORDER LESSOR'S LEGAL DESCRIPTION FLOOD ZONE DESIGNATION NO.: 21902230-099-GOH EFFECTIVE DATE: 08/13/2019. ALL THAT PART OF SECTION 19, TOWNSHIP 8 NORTH, RANGE 5 WEST OF THE GILA THE PROPOSED LEASE PREMISES SHOWN HEREON APPEAR TO BE WITHIN FLOOD AND SALT RIVER BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA, LYING WEST OF ZONE "X" AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY 93 89 2. SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAYS 89 AND 93 AND EAST OF THE FIRM MAP NO. 04025C3495G DATED 09/03/2010. DETERMINE ANY DEFECT IN TITLE. EASTERLY RIGHT-OF-WAY LINE OF THE A.T. AND SANTA FE (NOW BURLINGTON NORTHERN AND SANTA FE) RAILROAD. EXCEPT ALL OIL AND GAS AS RESERVED IN FLOOD ZONE "X" IS DEFINED AS: AREAS DETERMINED TO BE OUTSIDE 500-YEAR PROJECT AREA 3. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD PATENT RECORDED IN BOOK 1550 OF OFFICIAL RECORDS, PAGE 520. FLOODPLAIN; DETERMINED TO BE OUTSIDE THE 1% AND 0.2% ANNUAL CHANCE MATTHIE RANCH RD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF FLOODPLAINS. THE PROPERTY. 126 W. GEMINI DR. TEMPE, AZ 85283 4. SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. NEW RIGHT OF WAY LINE FOR US HIGHWAY 93 WAS SHOWN BASED ON N89° 27' 34"W 2640.98' 103.03' AN UNRECORDED WARRANTY DEED PROVIDED BY THE PARENT PARCEL ACFL 2537.95' OWNER DATED 11-18-19 AND REFERENCING ADOT PROJECT NUMBER 093 YV 194 F0125. SINCE THIS DOCUMENT IS UNRECORDED SAID RIGHT STONE IN HH OF WAY IS SUBJECT TO CHANGE. STONE IN HH N. 1/4 COR. SEC. 19, N.E. COR., SEC. 19, T. 8N., R. 5 W. T. 8 N., R. 5 W. PROJECT META DATA 1. ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 12B SEPARATIONS 8 architecture / project management CONSTRAINING TO NGS CORS STATIONS PROVIDED IN THE "ONLINE 14 10245 E. Via Linda, Scottsdale, AZ 85258 150' R/W (ADOT) POSITIONING USER SERVICE" (OPUS) SOLUTION FOR THIS SPECIFIC S51° 45' 26"E ph: 480 451 9609 fax: 480 451 9608 SITE. 1061.98' R/W LINE (ADOT) 50' R/W (ADOT) e mail: [email protected] 2. BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE 8 NAD83 COORDINATE SYSTEM ARIZONA STATE PLANE COORDINATE 14 ZONE CENTRAL, DETERMINED BY GPS OBSERVATIONS. FIELD BY: CEF 3. FIELD WORK FOR THIS PROJECT WAS PERFORMED ON 03/29/18. LINE TABLE DRAWN BY: JTJ

LINE LENGTH BEARING NEW ADOT R/W PER UNRECORDED CHECKED BY: WARRANTY DEED DATED 11-18-19 RLF L1 477.80 N0° 34' 03"E SCHEDULE B EXCEPTIONS (ORDER NO.: AZ-FWSX-IMP-N/A-1-18-66180602) ADOT PROJECT NUMBER 093 YV 194 F0125 ACFL R/W LINE (ADOT) 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS 100' R/W (ADOT) L2 925.36 N88° 20' 28"W INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: N38° 17' 12"E REVISIONS PURPOSE: ROADS L3 1.88 N8° 25' 25"W 49.93' 8 RECORDING DATE: NOVEMBER 21, 1985 7 03/05/20 REVISION L4 35.08 N8° 25' 25"W RECORDING NO: BOOK 1772 OF OFFICIAL RECORDS, PAGE 811 6 03/04/20 REVISION L5 138.45 N7° 51' 44"E 8. MATTERS SHOWN ON RECORD OF SURVEY: 5 02/13/20 REVISION RECORDING NO.: 2014-0032116 L6 41.62 N36° 40' 30"W 4 02/05/20 FINAL ITEMS 1 THRU 5, AND 7 THRU 11 OF THE CLIENT PROVIDED TITLE REPORT 8 L7 109.06 N63° 04' 40"W DO NOT CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS, SETBACKS, 3 09/03/19 TITLE REVIEW 14 RESTRICTIONS OR OTHER ENCUMBRANCES. THE SURVEYOR CANNOT L8 38.51 N55° 46' 31"W 2 05/05/18 TITLE REVIEW GUARANTEE THAT NON-PLOTTABLE ENCUMBRANCES DO NOT EXIST THAT MAY AFFECT THE SUBJECT LEASED PREMISES. L9 58.30 N43° 33' 07"W 1 04/09/18 PRELIMINARY 200' R/W (ADOT) L10 33.80 N6° 32' 55"W NO. DATE DESCRIPTION PROJECT NO. U 093 YV 179 H4871 02R SCHEDULE B EXCEPTIONS (ORDER NO.: 21902230-099-GOH) PLAN NO. U 093-B-703 L L11 116.71 N9° 17' 12"E = 16 7 13. AN EASEMENT FOR ROADWAY PURPOSES AND ALL OTHER MATTERS AS 5 L12 58.75 N2° 17' 54"E .9 SET FORTH THEREIN INCIDENTAL PURPOSES, RECORDED IN BOOK 1772 D 9 = , OF OFFICIAL RECORDS, PAGE 811. 4 R L13 37.36 N10° 39' 40"W °3 = 1 21 '3 2 14. ALL MATTERS AS SET FORTH IN RECORD OF SURVEY RECORDED AS 2 19 L14 96.12 N32° 38' 27"W " .2 2014-0032116 OF OFFICIAL RECORDS. 3 L15 20.08 N60° 23' 53"E

ITEMS 1 THRU 12, AND 15 THRU 19 OF THE CLIENT PROVIDED TITLE L16 20.00 N29° 36' 07"W REPORT DO NOT CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS, SETBACKS, RESTRICTIONS OR OTHER ENCUMBRANCES. THE SURVEYOR L17 40.00 N60° 23' 53"E CANNOT GUARANTEE THAT NON-PLOTTABLE ENCUMBRANCES DO NOT EXIST THAT MAY AFFECT THE SUBJECT LEASED PREMISES. 2168.16' L18 40.00 S29° 36' 07"E

S0° 32' 15"W 2646.34' L19 40.00 S60° 23' 53"W

N0° 33' 18"E 2645.96' L20 20.00 N29° 36' 07"W

L22 13.44 S39° 28' 53"W (P) LESSEE 50' ACCESS/UTILITY EASEMENT 2 LAND L23 223.13 S87° 05' 24"E ED S SURVEY DETAIL R U E I F I CATE R T T NO V [email protected] R SHEET LS-2 S E . E L24 354.25 N72° 07' 36"E I C Y

44007 O G E RYAN L. R L32 L25 170.09 N43° 20' 36"E R D FIDLER a t e S L26 11.37 S29° 36' 07"E i g n e A d . RI . A L27 8.07 N17° 44' 14"E ZONA, U. S

L28 57.91 N38° 04' 17"E

L29 18.24 N62° 34' 43"E ACFL L31 L30 319.97 N87° 05' 24"W REUSE OF DOCUMENT THE IDEAS & DESIGN INCORPORATED HEREON, AS AN L31 1211.60 N62° 25' 24"W INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE (E)50' ROADWAY 6 L32 323.94 S72° 26' 36"W USED FOR ANY OTHER PROJECT WITHOUT WRITTEN EASEMENT N47° 13' 54"W AUTHORIZATION OF RLF CONSULTING, LLC. 13 600.00' PROJECT No. 090061485

L30 L2 SITE NAME: AZ2 TORTOISE SHELL ACFL ARIZONA

BOUNDARY DETAIL L1 SCALE: 1" = 150' SITE ADDRESS: HWY 93 & MATTHIE RANCH RD. WICKENBURGE AZ, 85390

477.80'

N0° 34' 03"E

CENTER SEC. 19, SHEET TITLE: T. 8N., R. 5 W STONE IN HH E 1/4 COR., SEC. 19, T. 8 N., R. 5 W. TOPOGRAPHIC SURVEY

N89° 28' 04"W 2640.18' SHEET NO. REVISION: LS-1 LESSEE ACCESS/UTILITY EASEMENT 1 LEGAL DESCRIPTION LESSEEUTILITY EASEMENT 1 LEGAL DESCRIPTION A 12.00 FOOT WIDE STRIP OF LAND BEING A PORTION OF THE NORTHEAST QUARTER A 4.00 FOOT WIDE STRIP OF LAND BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 8 NORTH, RANGE 5 WEST OF THE GILA AND SALT RIVER OF SECTION 19, TOWNSHIP 8 NORTH, RANGE 5 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA, LYING 6.00 FEET ON EACH SIDE OF BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA, LYING 2.00 FEET ON EACH SIDE THE FOLLOWING DESCRIBED CENTERLINE: OF THE FOLLOWING DESCRIBED CENTERLINE:

COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 19 FROM WHICH COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 19 FROM WHICH THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 0°33'18" EAST, 2645.96 THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 0°33'18" EAST, 2645.96 FEET; THENCE NORTH 00°34'03" EAST, 477.80 FEET; THENCE NORTH 88°20'28" WEST, FEET; THENCE NORTH 00°34'03" EAST, 477.80 FEET; THENCE NORTH 88°20'28" WEST, 925.36 FEET TO THE POINT OF BEGINNING. 925.36 FEET; THENCE NORTH 08°25'25" WEST, 1.88 FEET; THENCE NORTH 08°25'25" 2455 WEST, 35.08 FEET; THENCE NORTH 07°51'44" EAST, 138.45 FEET; THENCE NORTH THENCE NORTH 08°25'25" WEST, 1.88 FEET; THENCE NORTH 08°25'25" WEST, 35.08 36°40'30" WEST, 41.62 FEET; THENCE NORTH 63°04'40" WEST, 109.06 FEET; THENCE 126 W. GEMINI DR. FEET; THENCE NORTH 07°51'44" EAST, 138.45 FEET; THENCE NORTH 36°40'30" WEST, NORTH 55°46'31" WEST, 38.51 FEET; THENCE NORTH 43°33'07" WEST, 58.30 FEET; 41.62 FEET; THENCE NORTH 63°04'40" WEST, 109.06 FEET; THENCE NORTH 55°46'31" THENCE NORTH 06°32'55" WEST, 33.80 FEET; THENCE NORTH 09°17'12" EAST, 116.71 TEMPE, AZ 85283 WEST, 38.51 FEET; THENCE NORTH 43°33'07" WEST, 58.30 FEET; THENCE NORTH FEET; THENCE NORTH 02°17'54" EAST, 58.75 FEET; THENCE NORTH 10°39'40" WEST, 06°32'55" WEST, 33.80 FEET; THENCE NORTH 09°17'12" EAST, 116.71 FEET; THENCE 37.36 FEET; THENCE NORTH 32°38'27" WEST, 96.12 FEET; THENCE NORTH 60°23'53" NORTH 02°17'54" EAST, 58.75 FEET; THENCE NORTH 10°39'40" WEST, 37.36 FEET; EAST, 20.08 FEET; THENCE NORTH 29°36'07" WEST, 20.00 FEET; THENCE NORTH 2460 THENCE NORTH 32°38'27" WEST, 96.12 FEET; THENCE NORTH 60°23'53" EAST, 20.08 60°23'53" EAST, 40.00 FEET; THENCE SOUTH 29°36'07" EAST, 11.37 FEET TO THE POINT FEET TO THE POINT OF TERMINUS. OF BEGINNING. 2460

THENCE NORTH 17°44'14" EAST, 8.07 FEET; THENCE NORTH 38°04'17" EAST, 57.91 L29 LESSEE LEASE AREA LEGAL DESCRIPTION FEET; THENCE NORTH 62°34'43" EAST, 18.24 FEET TO THE WESTERLY RIGHT OF WAY A PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 8 NORTH, LINE OF US HWY 93 AS DESCRIBED IN A UNRECORDED WARRANTY DEED DATED 2465 RANGE 5 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, YAVAPAI 11-18-19 ADOT PROJECT NUMBER 093 YV 194 F0125. COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:

COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 19 FROM WHICH NEW ADOT R/W LINE PER UNRECORDED THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 0°33'18" EAST, 2645.96 WARRANTY DEED DATED 11-18-19 ADOT PROJECT NUMBER 093 YV 194 F0125 FEET; THENCE NORTH 00°34'03" EAST, 477.80 FEET; THENCE NORTH 88°20'28" WEST, (P) LESSEE UTILITY EASEMENT 2 925.36 FEET; THENCE NORTH 08°25'25" WEST, 1.88 FEET; THENCE NORTH 08°25'25" WEST, 35.08 FEET; THENCE NORTH 07°51'44" EAST, 138.45 FEET; THENCE NORTH architecture / project management 36°40'30" WEST, 41.62 FEET; THENCE NORTH 63°04'40" WEST, 109.06 FEET; THENCE NORTH 55°46'31" WEST, 38.51 FEET; THENCE NORTH 43°33'07" WEST, 58.30 FEET; 10245 E. Via Linda, Scottsdale, AZ 85258 THENCE NORTH 06°32'55" WEST, 33.80 FEET; THENCE NORTH 09°17'12" EAST, 116.71 2460 ph: 480 451 9609 fax: 480 451 9608 FEET; THENCE NORTH 02°17'54" EAST, 58.75 FEET; THENCE NORTH 10°39'40" WEST, 2470 e mail: [email protected] 37.36 FEET; THENCE NORTH 32°38'27" WEST, 96.12 FEET; THENCE NORTH 60°23'53" L28 EAST, 20.08 FEET TO THE POINT OF BEGINNING; 2465

THENCE NORTH 29°36'07" WEST, 20.00 FEET; THENCE NORTH 60°23'53" EAST, 40.00 CEF FEET; THENCE SOUTH 29°36'07" EAST, 40.00 FEET; THENCE SOUTH 60°23'53" WEST, FIELD BY: 40.00 FEET; THENCE NORTH 29°36'07" WEST, 20.00 FEET TO THE POINT OF 2470 BEGINNING. DRAWN BY: JTJ LESSEE ACCESS/UTILITY EASEMENT 2 LEGAL 1 DESCRIPTION A 50.00 FOOT WIDE STRIP OF LAND BEING A PORTION OF THE NORTHEAST QUARTER CHECKED BY: RLF OF SECTION 19, TOWNSHIP 8 NORTH, RANGE 5 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA, LYING 25.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: REVISIONS L26 COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 19 FROM WHICH 7 03/05/20 REVISION THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 0°33'18" EAST, 2645.96 2472 2472.0 NG REVISION FEET; THENCE NORTH 00°34'03" EAST, 477.80 FEET; THENCE NORTH 88°20'28" WEST, L27 6 03/04/20 925.36 FEET; THENCE SOUTH 39°28'53" WEST, 13.44 FEET TO A POINT HEREIN KNOWN 5 02/13/20 REVISION AS POINT "A" ALSO BEING THE POINT OF BEGINNING. L17 4 02/05/20 FINAL THENCE SOUTH 87°05'24" EAST, 223.13 FEET; THENCE NORTH 72°07'36" EAST, 354.25 3 09/03/19 TITLE REVIEW FEET; THENCE NORTH 43°20'36" EAST, 170.09 FEET TO THE WESTERLY RIGHT OF P.O.B. (P) LESSEE UTILITY EASEMENT WAY LINE AS SHOWN IN THE ADOT HIGHWAY PLANS FOR PROJECT NO. U 093 YV 179 L18 2 05/05/18 TITLE REVIEW H4871 02R PLAN NO. U 093-B-703 ALSO BEING THE POINT OF TERMINUS. 1 04/05/18 PRELIMINARY TOGETHER WITH A 50.00 FOOT WIDE STRIP OF LAND LYING 25.00 FEET ON EACH SIDE 2473.0 NG OF THE FOLLOWING DESCRIBED CENTERLINE: NO. DATE DESCRIPTION

COMMENCING AT SAID POINT "A"; THENCE NORTH 87°05'24" WEST, 319.97 FEET; P.O.B. (P) LESSEE LEASE AREA L16 THENCE NORTH 62°25'24" WEST, 1211.60 FEET; THENCE SOUTH 72°26'36" WEST, 323.94 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 19 ALSO BEING THE POINT OF TERMINUS.

LINE TABLE

LINE LENGTH BEARING 2472 L1 477.80 N0° 34' 03"E L15 L20 L19 L2 925.36 N88° 20' 28"W

L3 1.88 N8° 25' 25"W PROPOSED TOWER CENTER OF GEODETIC COORDINATES L4 35.08 N8° 25' 25"W LAT.= 34° 01' 29.275" NORTH LON.= 112° 48' 37.732" WEST L5 138.45 N7° 51' 44"E ELEV. @ GROUND =2472.4

L6 41.62 N36° 40' 30"W LAND ED S R U L7 109.06 N63° 04' 40"W E I F I CATE R T T NO V [email protected] R S E . E I C Y

44007 O L8 38.51 N55° 46' 31"W G E RYAN L. R

D FIDLER L9 58.30 N43° 33' 07"W a t e S i g n e L10 33.80 N6° 32' 55"W A d . RI . A ZONA, U. S L11 116.71 N9° 17' 12"E

L12 58.75 N2° 17' 54"E

L13 37.36 N10° 39' 40"W 2470 REUSE OF DOCUMENT L14 96.12 N32° 38' 27"W THE IDEAS & DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE L15 20.08 N60° 23' 53"E PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE

L14 USED FOR ANY OTHER PROJECT WITHOUT WRITTEN L16 20.00 N29° 36' 07"W AUTHORIZATION OF RLF CONSULTING, LLC. L17 40.00 N60° 23' 53"E

L18 40.00 S29° 36' 07"E PROJECT No. L19 40.00 S60° 23' 53"W 090061485

L20 20.00 N29° 36' 07"W 2465 SITE NAME: L22 13.44 S39° 28' 53"W AZ2 TORTOISE SHELL L23 223.13 S87° 05' 24"E ARIZONA L24 354.25 N72° 07' 36"E SITE ADDRESS: L25 170.09 N43° 20' 36"E (P) LESSEE ACCESS/UTILITY EASEMENT HWY 93 & MATTHIE RANCH RD. L26 11.37 S29° 36' 07"E WICKENBURGE AZ, 85390 L27 8.07 N17° 44' 14"E L28 57.91 N38° 04' 17"E 10° 52' L29 18.24 N62° 34' 43"E MAGNETIC SHEET TITLE: L30 319.97 N87° 05' 24"W NORTH DECLINATION L31 1211.60 N62° 25' 24"W TOPOGRAPHIC SURVEY

L32 323.94 S72° 26' 36"W 2465 SHEET NO. REVISION: LS-2 DETAIL A DETAIL B NG= 2467.47 DETAIL C

NG= 2467.45

L10 L13

126 W. GEMINI DR. TEMPE, AZ 85283

2465

2460

L9 architecture / project management 10245 E. Via Linda, Scottsdale, AZ 85258 ph: 480 451 9609 fax: 480 451 9608 e mail: [email protected]

L12

FIELD BY: CEF

DRAWN BY: JTJ

CHECKED BY: RLF

REVISIONS L8 LINE TABLE 7 03/05/20 REVISION (P) LESSEE ACCESS/UTILITY LINE LENGTH BEARING EASEMENT 6 03/04/20 REVISION L1 477.80 N0° 34' 03"E 5 02/13/20 REVISION L2 925.36 N88° 20' 28"W 4 02/05/20 FINAL (P) LESSEE ACCESS/UTILITY EASEMENT L3 1.88 N8° 25' 25"W 3 09/03/19 TITLE REVIEW

L4 35.08 N8° 25' 25"W 2 05/05/18 TITLE REVIEW PRELIMINARY (P) LESSEE ACCESS/UTILITY EASEMENT L5 138.45 N7° 51' 44"E 1 04/05/18 DESCRIPTION L6 41.62 N36° 40' 30"W NO. DATE

L7 109.06 N63° 04' 40"W

L8 38.51 N55° 46' 31"W

L9 58.30 N43° 33' 07"W

L10 33.80 N6° 32' 55"W L7 L5 2460 L11 116.71 N9° 17' 12"E

L12 58.75 N2° 17' 54"E

L13 37.36 N10° 39' 40"W

L14 96.12 N32° 38' 27"W

L15 20.08 N60° 23' 53"E

L16 20.00 N29° 36' 07"W

L17 40.00 N60° 23' 53"E LAND ED S L18 40.00 S29° 36' 07"E R U E I F I CATE R T T NO V [email protected] R S E . E I C Y

44007 O 2465 L19 40.00 S60° 23' 53"W G E RYAN L. R

D FIDLER L20 20.00 N29° 36' 07"W a t e L11 S i g n e L22 13.44 S39° 28' 53"W A d . RI . A ZONA, U. S L23 223.13 S87° 05' 24"E

L24 354.25 N72° 07' 36"E

L25 170.09 N43° 20' 36"E REUSE OF DOCUMENT L26 11.37 S29° 36' 07"E THE IDEAS & DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE L27 8.07 N17° 44' 14"E PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN L28 57.91 N38° 04' 17"E AUTHORIZATION OF RLF CONSULTING, LLC. L29 18.24 N62° 34' 43"E

L30 319.97 N87° 05' 24"W PROJECT No. L31 1211.60 N62° 25' 24"W 090061485 L32 323.94 S72° 26' 36"W SITE NAME: AZ2 TORTOISE SHELL ARIZONA

SITE ADDRESS: HWY 93 & MATTHIE RANCH RD. WICKENBURGE AZ, 85390 10° 52'

MAGNETIC L4 NORTH DECLINATION SHEET TITLE: TOPOGRAPHIC SURVEY

P.O.B. (P) LESSEE ACCESS/UTILITY EASEMENT 1 SHEET NO. REVISION: L3 RANCHLS-3 DETAIL D

P.O.B. (P) LESSEE ACCESS/UTILITY EASEMENT 1 L3 126 W. GEMINI DR. TEMPE, AZ 85283 L22

L23

P.O.B. (P) LESSEE ACCESS/UTILITY EASEMENT 2 POINT "A"

architecture / project management 10245 E. Via Linda, Scottsdale, AZ 85258 ph: 480 451 9609 fax: 480 451 9608 e mail: [email protected]

DETAIL E FIELD BY: CEF

DRAWN BY: JTJ

CHECKED BY: RLF

REVISIONS 7 03/05/20 REVISION 6 03/04/20 REVISION 5 02/13/20 REVISION 4 02/05/20 FINAL 3 09/03/19 TITLE REVIEW 2 05/05/18 TITLE REVIEW 1 04/05/18 PRELIMINARY NO. DATE DESCRIPTION

LINE TABLE

L24 LINE LENGTH BEARING L1 477.80 N0° 34' 03"E

L2 925.36 N88° 20' 28"W

L3 1.88 N8° 25' 25"W

L4 35.08 N8° 25' 25"W LAND ED S R U L5 138.45 N7° 51' 44"E E I F I CATE R T T NO V [email protected] R S E . E I C Y

44007 O L6 41.62 N36° 40' 30"W G E RYAN L. R

D FIDLER L7 109.06 N63° 04' 40"W a t e S i g n e L8 38.51 N55° 46' 31"W A d . RI . A ZONA, U. S L9 58.30 N43° 33' 07"W

L10 33.80 N6° 32' 55"W

L11 116.71 N9° 17' 12"E REUSE OF DOCUMENT L12 58.75 N2° 17' 54"E THE IDEAS & DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE L13 37.36 N10° 39' 40"W PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN L14 96.12 N32° 38' 27"W AUTHORIZATION OF RLF CONSULTING, LLC. L15 20.08 N60° 23' 53"E PROJECT No. L16 20.00 N29° 36' 07"W

L17 40.00 N60° 23' 53"E 090061485 L18 40.00 S29° 36' 07"E SITE NAME: L19 40.00 S60° 23' 53"W AZ2 TORTOISE SHELL L20 20.00 N29° 36' 07"W ARIZONA L22 13.44 S39° 28' 53"W SITE ADDRESS: L23 223.13 S87° 05' 24"E HWY 93 & MATTHIE RANCH RD. L24 354.25 N72° 07' 36"E WICKENBURGE AZ, 85390 L25 170.09 N43° 20' 36"E

10° 52' L26 11.37 S29° 36' 07"E MAGNETIC L27 8.07 N17° 44' 14"E SHEET TITLE: NORTH DECLINATION L28 57.91 N38° 04' 17"E TOPOGRAPHIC SURVEY L29 18.24 N62° 34' 43"E

L30 319.97 N87° 05' 24"W

L31 1211.60 N62° 25' 24"W SHEET NO. REVISION: L32 323.94 S72° 26' 36"W LS-3 (E) R/W LINE ADOT PROJECT NO. U 093 YV 179 H4871 02R PLAN NO. U 093-B-703

LINE TABLE 126 W. GEMINI DR. TEMPE, AZ 85283 LINE LENGTH BEARING

L1 477.80 N0° 34' 03"E

L2 925.36 N88° 20' 28"W

L3 1.88 N8° 25' 25"W

L4 35.08 N8° 25' 25"W

L5 138.45 N7° 51' 44"E

L6 41.62 N36° 40' 30"W

L7 109.06 N63° 04' 40"W

L8 38.51 N55° 46' 31"W NEW ADOT R/W LINE PER UNRECORDED WARRANTY DEED DATED 11-18-19 L9 58.30 N43° 33' 07"W ADOT PROJECT NUMBER 093 YV 194 F0125 architecture / project management L10 33.80 N6° 32' 55"W 10245 E. Via Linda, Scottsdale, AZ 85258 L11 116.71 N9° 17' 12"E ph: 480 451 9609 fax: 480 451 9608 [email protected] L12 58.75 N2° 17' 54"E e mail:

L13 37.36 N10° 39' 40"W

L14 96.12 N32° 38' 27"W FIELD BY: CEF L15 20.08 N60° 23' 53"E DRAWN BY: JTJ L16 20.00 N29° 36' 07"W

L17 40.00 N60° 23' 53"E CHECKED BY: RLF L18 40.00 S29° 36' 07"E L19 40.00 S60° 23' 53"W REVISIONS L20 20.00 N29° 36' 07"W 7 03/05/20 REVISION L22 13.44 S39° 28' 53"W 6 03/04/20 REVISION

L23 223.13 S87° 05' 24"E 5 02/13/20 REVISION

L24 354.25 N72° 07' 36"E 4 02/05/20 FINAL

L25 170.09 N43° 20' 36"E 3 09/03/19 TITLE REVIEW 05/05/18 TITLE REVIEW L26 11.37 S29° 36' 07"E 2 1 04/05/18 PRELIMINARY L27 8.07 N17° 44' 14"E NO. DATE DESCRIPTION L28 57.91 N38° 04' 17"E

L29 18.24 N62° 34' 43"E L25 L30 319.97 N87° 05' 24"W

L31 1211.60 N62° 25' 24"W

L32 323.94 S72° 26' 36"W

LAND ED S R U E I F I CATE R T T NO V [email protected] R S E . E I C Y

44007 O G E RYAN L. R

D FIDLER a t e S i g n e A d . RI . A ZONA, U. S 10° 52' MAGNETIC NORTH DECLINATION REUSE OF DOCUMENT THE IDEAS & DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF RLF CONSULTING, LLC.

PROJECT No. 090061485 SITE NAME: AZ2 TORTOISE SHELL ARIZONA

SITE ADDRESS: HWY 93 & MATTHIE RANCH RD. WICKENBURGE AZ, 85390

SHEET TITLE: TOPOGRAPHIC SURVEY

SHEET NO. REVISION: LS-3 STONE IN HH N. 1/4 COR. SEC. STONE IN HH 19, T.8N., R.5W. N.E. COR., SEC. 19, N89° 27' 34"W T.8N., R.5W. 103.03' ACFL 2537.95' 2640.98'

R.O.W. LINE S51° 45' 26"E 100'-0" (ADOT) 1061.98' R.O.W.

150'-0" R.O.W.

R.O.W. LINE (ADOT)

A.C.F.L. N38°17'12"E 50'-0" R.O.W. LINE 49.93' R.O.W. (ADOT)

200'-0" R.O.W.

STATE ROUTE 89

L=1675.99, R=21219.23 US HIGHWAY 93

ofess ion NEW LESSOR O.H. FIBER & POWER UTILITIES D=4°31'32" Pr a l d A e I F ICATE r r T c FROM HIGHWAY POWER POLE AND FIBER e N h t R O E i s . i C t e MANHOLE TO NEW UTILITY POLE g 19382 c

t R RONALD C.

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Z O NA U . 2646.34' NEW LESSOR CMU SCREEN WALL W/ FIBER EXP. 12/31/20

2168.16'

S0° 32' 15"W T.S. ACCESS GATES PAINTED TO MATCH SURROUNDINGS

PRELIMINARY UNLESS SIGNED

2645.96'

N0° 33' 18"E

NEW LESSOR TOWER POLE

ACFL

YDC-8268

N47° 13' 54"W

600.00'

AZ2_TORTOISE SHELL SEE A-2 SHEET MATTHIE RANCH ROAD HWY 93 & MATTHIE RANCH RD FOR SITE PLAN ACFL WICKENBURG, AZ 85390

OVERALL SITE PLAN

477.80'

N89° 28' 04"W 2640.18'

CENTER SEC. STONE IN HH 19, T. 8N., R. 5W E 1/4 COR., SEC. 19, T.8N., R.5W.

0 250' 500' 1000' 1 OVERALL SITE PLAN

A-1 SCALE: 1" = 500'-0" SCALE: 1" = 500'-0" N O R T H A-1 EXISTING UTILITY POLE NEW LESSOR O.H. FIBER & POWER UTILITIES FROM HIGHWAY POWER POLE AND FIBER EXISTING FIBER MANHOLE

MANHOLE TO NEW UTILITY POLE FIBER 50'-0" (R.O.W.)

NEW LESSOR H-FRAME W/ METER BANK FIBER FIBER

2455 FIBER EXISTING O.H. ELECTRICAL 2460 2460 NEW LESSOR TOWER POLE CONDUIT PER BLUE STAKE

2465 US HIGHWAY 93 2460 FIBER 2470 2465 2470

2472

2472 US HIGHWAY 93 SEE A-3 SHEET FOR ENLARGED SITE PLAN NEW LESSOR CMU SCREEN WALL 2470 200'-0" (R.O.W.) W/ T.S ACCESS GATES PAINTED TO MATCH SURROUNDINGS FO

2465

2465 2460

2455

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EXP. 12/31/20 2465

PRELIMINARY UNLESS SIGNED 2460 A.C.F.L.

2455

R.O.W. LINE (A.D.O.T.

NEW VERIZON 12' WIDE ACCESS / UTILITY EASEMENT

YDC-8268

2450

AZ2_TORTOISE SHELL

HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390 2445 SITE PLAN

0 20' 40' 80' 1 SITE PLAN MATTHIE RANCH ROAD A-2 SCALE: 1" = 40'-0" SCALE: 1" = 40'-0" N O R T H A-2 2464 2461

2460 FIBER 2467 2466 2462 2468 COAXIAL CABLE TABLE

SECTORAZIMUTH CTRLINE NO. SIZE TYPE 2469 FIBER ALPHA 45° 65'-0" - - - 2470

BETA 130° 65'-0" - - - FIBER 6X12 HYBRID 2471

GAMMA 310° 65'-0" 2 1-5/8" CABLE FIBER

NOTE: NEW LESSOR O.H. FIBER & POWER FIBER ALL AZIMUTHS ARE SHOWN RELATIVE TO TRUE NORTH, UTILITIES FROM HIGHWAY POWER UNLESS NOTED OTHERWISE POLE AND FIBER MANHOLE TO

NEW UTILITY POLE FIBER *IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH RF DEPARTMENT PRIOR

TO INSTALLING ANTENNAS. FIBER

2472 NOT USED 4

NG=2471.99 20'-0"

NEW LESSOR H-FRAME W/ EQUIPMENT CABINETS & METER BANK 40'-0" NEW LESSOR LEASE AREA

NEW LESSOR 8' CMU SCREEN WALL PAINTED TO MATCH SURROUNDINGS

NEW LESSOR 'RF FRIENDLY" ANTENNA SHROUD WITH PAINTED MURAL PER 20'-0" TOWN OF WICKENBURG'S APPROVAL

ofess ion Pr a l d A e I F ICATE r r T c e N h t R O E i s . i C t e g 19382 c

t R RONALD C.

D YOUNG a t e . A S i g R ne d . A I S Z O NA U . EXP. 12/31/20

NEW LESSOR T.S. ACCESS GATES W/ PAINTED SOLID PRELIMINARY UNLESS SIGNED METAL BACKING

NOT USED 3 YDC-8268 12'-0"

12'-0"

2471 AZ2_TORTOISE SHELL

HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390

40'-0" NEW LESSOR LEASE AREA 14'-0" ENLARGED SITE PLAN SITE DETAILS

2470

NEW VERIZON 12' WIDE ACCESS / UTILITY EASEMENT

0 2' 4' 8' 1

A-3 SCALE: 1/4" = 1'-0" NOT USED 2 N O R T H SCALE: 1/4" = 1'-0" A-3 75'-0" TO TOP OF NEW LESSOR MONOPOLE 70'-0" TO TOP OF NEW LESSOR 'RF FRIENDLY' SCREENING NEW LESSOR UTILITY POLE FIBER UTILITIES (BEYOND) 8'-0" CMU WALL FOR OVERHEAD POWER / Town of Wickenburg A-4 2 SOUTHWEST ELEVATION MONOPOLE NEW LESSOR NEW LESSOR 'RF FRIENDLY" ANTENNA SHROUD WITH PAINTED MURAL PER TOWN OF WICKENBURG'S APPROVAL

20'-0" SHROUD SCALE: 1/4" = 1'-0" PAINTED TO MATCH NEW LESSOR CMU NEW LESSOR T.S. ACCESS METAL BACKING GATES W/ PAINTED SOLID SURROUNDINGS SCREEN WALL 0 SCALE: 1/4" = 1'-0" 2' 4' 8'

75'-0" TO TOP OF NEW LESSOR MONOPOLE 70'-0" TO TOP OF NEW LESSOR 'RF FRIENDLY' SCREENING

8'-0" CMU WALL Town of Wickenburg A-4 1 SOUTHEAST ELEVATION MONOPOLE NEW LESSOR NEW LESSOR 'RF FRIENDLY" ANTENNA SHROUD WITH PAINTED MURAL PER TOWN OF WICKENBURG'S APPROVAL

20'-0" SHROUD NEW LESSOR CMU MATCH SURROUNDINGS SCREEN WALL PAINTED TO NEW LESSOR UTILITY POLE FIBER UTILITIES (BEYOND) FOR OVERHEAD POWER / SCALE: 1/4" = 1'-0" 0 SCALE: 1/4" = 1'-0" EQUIPMENT H-FRAME W/ METER BANK NEW LESSOR CABINETS & 2' 4' 8' AZ2_TORTOISE SHELL HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390 ELEVATIONS PRELIMINARY UNLESS SIGNED

YDC-8268 g i s

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. t e c t 3'-0" (SEE NOTE #2)

HORIZ. & VERT. 4" 4" 2" MIN. 6" MIN. (TYP) 1. PROVIDE PROPER BENDING RADIUS FOR CONDUITS IN PLACE OF COMPACTED SAND. NOTES: 2. LEAN CONCRETE W/ RED TINTED TOP MAY BE USED AS REQUIRED BY THE COAXIAL CABLE MFR. COAX TRENCH DETAIL 1'-6" MIN. 4"

3" TRENCH CLR. 1'-0" COAX CONDUIT, (6) 6" OR 4" SCHEDULE 40 PVC CONDUITS . EQUIPMENT SLAB DETAIL NOT USED FINISHED GRADE, OR PAVING MATCH SLOPE AND THICKNESS OF EXISTING IMPORTED SOIL (SEE NOTE 2) COMPACTED SAND BED COMPACTED BACKFILL W/ CAUTIONARY TAPE APPROVED NATIVE OR PIPE SLEEVE THRU CONCRETE WHERE OCCURS #5 CONT. TOP & BOTTOM, TYP. 9 COMPACTED SAND UNEXCAVATED 2'-6" OR PER LOCAL UTILITY FIBER TRENCH DETAIL COMPANY REQUIREMENTS

1'-0" DRAWINGS AND CONNECTION DETAILS LINE OF NEW EQUIPMENT GENERATOR MANUFACTURER COORDINATE WITH EQUIPMENT / CABINET, WHERE OCCURS COMPACTED A.B.C., TYP. 6" CONCRETE SLAB O/ 4" #3 REBAR @ 18" O.C. (EACH WAY) FINISHED SURFACE OF SLAB SHALL BE LEVEL WITHIN 1/8" IN ALL DIRECTIONS 6" 1'-0" 6"

6" 1" CHAMFER, TYP. ALL AROUND 3 12" TRENCH OR AS REQ'D PVC FIBER CONDUIT BY TELEPHONE COMPANY (3) 1-1/4" Ø INNER-DUCT (1) 4" SCHEDULE-40 1'-0" BELOW GRADE COMPACTED FILL ELECTRICAL LINES BURIED PROVIDE YELLOW "CAUTION: BELOW" WARNING TAPE AT 8 6 1. CONTROL JOINTS AT MAXIMUM OF 24' O.C. / STRAIGHT RUN 3. NO CONTROL JOINT WITHIN 4'-0" MIN. OF OPENINGS OR END 2. JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM 4. HORIZONTAL REINFORCING AND BOND BEAMS SHALL BE NOTES: CONTINUOUS AT CONTROL. OF WALL TOP OF FOOTING, TO WALL, TYP. MASONRY CONTROL JOINT GPS MOUNTING DETAIL GATE JAMB DETAIL 1/2"Ø U-BOLT PROVIDED BY TAG NEW GPS ANTENNA MOUNT KIT - #B1476 OR MICROFLECT WALL WIRELESS APPROVED EQUAL. REINF. TYP. VERT. NEW GROUND KIT BY TAG WIRELESS NEW GPS ANTENNA PROVIDED REQUIRED CONSTRUCTION IS PROVIDE SILICONE SEAL AT BOTH COMPLETED, TO MATCH MORTAR SIDES OF CONTROL JOINT AFTER JOINT REINFORCING IN FIRST CELL PROVIDE TYPICAL VERTICAL MID-POINT OF WALL (2) METAL U (MAX 24'-0" O.C.) STRAPS CONTROL JOINT @ AT EACH SIDE OF JOINT POST L 2"x2"x3/16" ANGLE - BACKING, PAINT TO MATCH NEW WALL METAL ACCESS GATE, W/ SOLID NEW CMU WALL, PER PLAN (4) 1/2" DIAMETER ALL-THREAD EQUALLY CAP BOTH ENDS CELL - FULL HEIGHT SPACED, EPOXY SET IN 'SIMPSON' "SET", 2"x2" HEAVY DUTY BUTT HINGE, TYP. OF (3) @ EACH JAMB T.S. 2x2x.120 - W/ MIN. 5" EMBEDMENT, WELD TO STEEL TUBE #5 BAR IN SOLID GROUTED 7 5 NOTE JOINT AT ITS MID-POINT. CONTROL JOINTS SHALL BE SPACED NO MORE THAN 24'-0" O.C. : ANY WALL LENGTH GREATER THAN 24'-0" AND LESS 48'-0" SHALL HAVE A CONTROL 2'-2" 2 1'-2" 1'-0" 8'-0" 1. CONTROL JOINTS REQUIRED. NOTES: CONTROL JOINTS SHALL BE SPACED AT NO GREATER THAN 24'-0" O.C 2'-8" MASONRY SITE WALL DETAIL 3" LAP CLR MIN 2'-6" NOTE USED FULL WIDTH OF FOOTING BARS AT CENTER WALL MATCH DOWELS VERT. GROUT REINFORCING CELLS #5 DOWELS INTO FOOTING #5 VERT. AT 16" O.C. SOLID GROUTING ACCEPTABLE 8" BLOCK WALL AT 48" O.C. BEND ACROSS TO MATCH EXISTING. IN FTG. (3) #5'S CONT. BETWEEN VERT. DOWELS 9ga. DURAWALL AT 16" O.C. GROUTED BOTTOM BEAM #5'S TRANSVERSE BOND BEAM #5 CONTINUOUS IN GROUT CAP #5 CONTINUOUS IN GROUTED 4 1 AZ2_TORTOISE SHELL HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390 SITE DETAILS PRELIMINARY UNLESS SIGNED

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YDC-8268

AZ2_TORTOISE SHELL

HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390

GENERAL NOTES / LEGENDS / SHEET INDEX

2410 w. royal palm rd. suite A, phoenix, AZ 85021 ASEIENGINEERING aseiengineering.com o 602.287.0300 f 602.287.0600 E-1

FIBER KEYED NOTES

FIBER

FIBER FIBER

27677 CHRIS L. SARMIENTO

YDC-8268

AZ2_TORTOISE SHELL

HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390

SITE POWER PLAN

MATTHIE RANCH ROAD

2410 w. royal palm rd. suite A, phoenix, AZ 85021 ASEIENGINEERING aseiengineering.com o 602.287.0300 f 602.287.0600 E-2

U.G. FIBER U.G.

FIBER

U.G. FIBER U.G.

FIBER

FIBER FIBER ASEI ENGINEERING KEYED NOTES aseiengineering.com o 602.287.0300 f 602.287.0600 2410 w. royal palm rd. suite A, phoenix, AZ 85021 AZ2_TORTOISE SHELL ENLARGED POWER PLAN HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390 YDC-8268 SARMIENTO E-3 CHRIS L. 27677 GENERAL GROUNDING NOTES

GROUNDING KEY NOTES

27677 CHRIS L. SARMIENTO

YDC-8268

AZ2_TORTOISE SHELL

HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390

PROVIDE APPROVED ARC-FLASH HAZARD ONE-LINE / CALCS / WARNING ON ALL REQUIRED ELECTIRCAL GROUNDING PLAN EQUIPMENT PER NEC 110.16 WARNING Electric Arc Flash Hazard Will cause severe injury or death Wear proper protective equipment before opening or performing diagnostic measurements while energized. (See NFPA 70E)

2410 w. royal palm rd. suite A, phoenix, AZ 85021 ASEIENGINEERING aseiengineering.com o 602.287.0300 f 602.287.0600 E-4 27677 CHRIS L. SARMIENTO

YDC-8268

AZ2_TORTOISE SHELL

HWY 93 & MATTHIE RANCH RD WICKENBURG, AZ 85390

GROUNDING DETAILS

2410 w. royal palm rd. suite A, phoenix, AZ 85021 ASEIENGINEERING aseiengineering.com o 602.287.0300 f 602.287.0600 E-5 SHEET INDEX

PF1 PRODUCT INFORMATION & NOTES

PF2 POLE ELEVATION AND FOUNDATION

PF3 POLE DETAILS

PF4 MOUNT DETAILS

FRP0 FRP LAMPSHADE GENERAL NOTES

FRP1 LAMPSHADE ELEVATION & SECTIONS LARSON JOB #: L469874 VZW AZ2 TORTOISE SHELL FRP2 LAMPSHADE ASSEMBLY CONNECTION DETAILS 75' MONOPOLE WITH FRP LAMPSHADES FRP3 FRP PANELS 'A1' & 'A2' FRP4 FRP PANELS 'B1' & 'B2' HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390

PROJECT INFORMATION

Date: January 02, 2020 GENERAL NOTES: FOUNDATION NOTES: ERECTION NOTES: ISE Job No. By: 15198 KY ISE JOB #: 15198 Customer: LARSON 1. ALL STEEL SHALL MEET THE REQUIREMENTS OF THE “STANDARD SPECIFICATIONS 1. THE GEOTECHNICAL ENGINEER (OR THE APPROPRIATE INSPECTOR) SHALL 1. ALL ANTENNA COAXIAL CABLES SHALL BE RUN INSIDE THE Product: 75'-0" LAMPSHADE FOR STRUCTURAL STEEL” ASTM A36, UNLESS OTHERWISE NOTED ON THE INSPECT THE EXCAVATION PRIOR TO PLACING REINFORCING STEEL OR FORMS. MONOPOLE SHAFT. Site ID: VZW AZ2 TORTOISE SHELL STRUCTURAL PLANS OR BELOW. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL PROVIDE A NOTICE OF Location: HWY 93 & MATTHIE RANCH RD INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS 2. THE CONTRACTOR SHALL INSTALL THE ANTENNA AND MOUNT AS WICKENBURG, AZ 85390 2. ALL ROUND STEEL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 TYPE E OR PURPOSE. REQUIRED BY THE OWNER. Latitude: 34.02479861° N Longitude: -112.81048111° W S GRADE B (35 KSI YIELD POINT MATERIAL) OR ASTM A501 (36 KSI YIELD POINT MATERIAL). 2. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS TO 3. ALL ANCHOR BOLT NUTS SHALL BE TIGHTENED TO AISC SNUG TIGHT DESIGN CRITERION: SUPPORT THE EXCAVATION DURING CONSTRUCTION. REFER TO THE REQUIREMENTS. THE SNUG TIGHT CONDITION IS DEFINED AS THE 2015 IBC, 115 MPH ULTIMATE WIND SPEED, REDUCIBLE PER 1609.1.1 3. ALL TUBE STEEL (SQUARE OR RECTANGULAR) SHALL MEET THE REQUIREMENTS GEOTECHNICAL REPORT FOR RECOMMENDATIONS. TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM ANSI/TIA-222-G, 90 MPH DESIGN WIND SPEED (3-SEC GUST) OF ASTM A500 GRADE B (46 KSI YIELD POINT MATERIAL), CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT RISK CATEGORY II, EXPOSURE C, TOPOGRAPHIC CATEGORY 1 3. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD GROUND ELEVATION 2471' 4. ALL POLYGON FORMED STEEL SHAFTS SHALL MEET THE REQUIREMENTS OF ASTM CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO WRENCH. A572 GRADE 65 (65 KSI YIELD POINT MATERIAL). CONSTRUCTION. POLE SPECIFICATIONS 4. ALL GALVANIZED SURFACES THAT ARE DAMAGED BY ABRASIONS, Section Shape 18-Sided Tapered 5. ALL WELDED CONNECTIONS SHALL CONFORM TO THE LATEST VERSION OF THE 4. FOUNDATION DESIGN PER GEOTECHNICAL REPORT: CUTS, DRILLING OR FIELD WELDING DURING SHIPPING OR ERECTION Pole Taper 0.2187 IN/FT AMERICAN WELDING SOCIETY AWS D1.1 CODE. ALL WELD ELECTRODES OR WIRE PREPARED BY: VANN ENGINEERING SHALL BE TOUCHED UP WITH TWO COATS OF A COLD GALVANIZING Pole Material ASTM A572-GR65 SHALL AT A MINIMUM CONFORM TO E70 ELECTRODES (70 KSI YIELD). COMPOUND MEETING THE REQUIREMENTS OF ASTM A780. Base Plate ASTM A36 PROJECT NO.: 25949 Anchor Bolts 2.25"Ø x 84" Long, ASTM A615-75 DATED: 6/8/2019 6. ALL STEEL SHAPES AND PLATES SHALL BE HOT-DIPPED GALVANIZED ACCORDING 5. THE ANCHOR BOLT TEMPLATES AND BASE PLATE WILL TYPICALLY TO ASTM A123. ALL STEEL NUTS AND BOLTS AND ASSOCIATED HARDWARE SHALL HAVE AN AZIMUTH WELDED OR A NOTCH INDICATING THE CORRECT Pole Length Weight Tkns. Lap Splice Diameter 5. ALL FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE BE HOT-DIPPED ACCORDING TO ASTM A153. ORIENTATION OF THE ANCHOR BOLTS. THIS IS NECESSARY TO Section (ft.) (kips) (in.) (in.) Top (in.) Bot (in.) STRENGTH F'c= 3000 PSI AT 28 DAYS. CONCRETE MIX SHALL BE DESIGNED BY AN APPROVED LABORATORY. CONCRETE SHALL HAVE A MAXIMUM PROPERLY ORIENT THE MONOPOLE EXIT PORTS. 7. WIND TESTING OF PALM FROND BRANCHES HAS BEEN COMPLETED BY THE 1 40.00 2.39 0.250 40.2 18.000 26.750 WATER/CEMENT RATIO OF 0.45. ALL CONCRETE CONSTRUCTION SHALL BE IN SUPPLIER OF THE BRANCHES, LARSON CAMOUFLAGE. LARSON CAMOUFLAGE HAS ACCORDANCE WITH ACI 318. “THE BUILDING CODE REQUIREMENTS FOR 6. SLIP JOINT IS A FRICTION CONNECTION THAT WILL TRANSFER DESIGN 2 37.35 2.96 0.250 - 25.517 33.6875 VERIFIED THE STRENGTH OF THE BRANCHES THROUGH FULL SCALE WIND REINFORCED CONCRETE”, LATEST EDITION. CEMENT SHALL BE TYPE I/II, FORCES WHEN THE SPECIFIED OVERLAP IS ACHIEVED. ASSEMBLY Base Plate 0.723 2.250 45.75" O.D ROUND w/ 28.50" I.D TESTING. THE WIND AREA USED IN THE CALCULATIONS IS BASED ON THE WIND CONFORMING TO ASTM C-150. ALL AGGREGATE USED IN THE CONCRETE CONTRACTOR SHALL BE EXPERIENCED AND FAMILIAR WITH TAPERED TEST DATA. THE CALCULATION ACCOUNT FOR PALM FRONDS ATTACHED AT THE SHALL CONFORM TO ASTM C-33. MAXIMUM AGGREGATE SIZE TO BE 1 1/2”. POLE ASSEMBLY. CONTRACTOR SHALL CONSPICUOUSLY MARK THE EARTHQUAKE DESIGN DATA TOP OF THE MONOPOLE. ISE INC. HAS REVIEWED AND APPROVED WIND TEST SLUMP 4" - 6". LOWER POLE SECTION FOR THE MAXIMUM, DESIGN, AND MINIMUM IMPORTANCE FACTOR (1): 1 METHODS. OVERLAP DISTANCES. CONTRACTOR SHALL SLIDE SECTIONS 6. CAISSON FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI TOGETHER AND APPLY FORCES THROUGH JACKING OR END RAM TO OCCUPANCY CATEGORY: 1 FRP LAMPSHADE 8. THE MAIN MONOPOLE STRUCTURE SHALL BE FABRICATED BY A JURISDICTION 336, “STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED ACHIEVE THE DESIGN OVERLAP. SS = 0.201 SDS = 0.214 CERTIFIED FABRICATOR OF CONVENTIONAL STEEL STRUCTURES.

PIERS”, LATEST EDITION. MAT/PIER FOUNDATION INSTALLATION SHALL BE IN 75' MONOPOLE WITH S1 = 0.063 SD1 = 0.101 ACCORDANCE WITH ACI 318 LATEST EDITION. CONCRETE CYLINDERS SHALL BE 7. ALL SLIP SPLICES SHALL BE JACKED TO WITHIN THE SLIP SPLICE 9. SPECIAL INSPECTION SHALL BE PERFORMED ACCORDING TO SECTION 1704 OF MADE AND TESTED. A MINIMUM OF ONE (1) SET SHALL BE TAKEN FROM DESIGN CRITERIA AS SHOWN ON THESE DRAWINGS. IF THE DESIGN HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 SEISMIC DESIGN CATEGORY: B THE IBC 2015 REFER TO TABLE “SUMMARY OF SPECIAL INSPECTION” ON THIS CONCRETE IN FOUNDATION. EACH SET SHALL CONSIST OF FOUR (4) SPLICE CANNOT BE ATTAINED ISE INC. SHALL BE CONTACTED. VZW AZ2 TORTOISE SHELL SITE CLASS: D SHEET. CYLINDERS. ONE SHALL BE TESTED AT (7) DAYS, TWO SHALL BE TESTED AT

SEISMIC RESPONSE COEFFICIENT: PRODUCT INFORMATION & NOTES 0.142 TWENTY EIGHT (28) DAYS AND THE LAST CYLINDER SHALL BE A HOLD. ALL 8. ALL A36 THREADED ROD AND U-BOLTS SHALL BE TIGHTENED TO AISC DESIGN BASE SHEAR: 21.260 KIPS (WIND) 10. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO NOTIFY THE SPECIAL CYLINDERS SHALL BE TAKEN, PREPARED AND TESTED BY A TESTING LAB IN SNUG REQUIREMENTS. THE SNUG TIGHT CONDITION IS DEFINED AS RESPONSE MODIFICATION FACTOR (R): 1.50 INSPECTOR OR INSPECTION AGENCY (OR THE INSPECTING GEOTECHNICAL ACCORDANCE WITH ASTM STANDARDS C172, C31 AND C39. THE TIGHTNESS THAT EXIST WHEN ALL PLIES IN A JOINT ARE IN FIRM ENGINEER) AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE REQUIRES SPECIAL INSPECTION. PER THE IBC 2015 ANY WORK THAT REQUIRES 7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL BARS WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD SPECIAL INSPECTION THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL SHALL BE GRADE 60, AND TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE WRENCH. A36 NUTS AND BOLTS TIGHTENING DO NOT REQUIRE DESIGN LOADS (Unfactored Base Wind Reactions) OF THE SPECIAL INSPECTION IS SUBJECT TO REMOVAL. 40. THE PLACEMENT OF ALL REINFORCEMENT SHALL CONFORM TO ACI 315, SPECIAL INSPECTION. THIS DESIGN DRAWING IS “MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE PROPRIETARY & CONFIDENTIAL Moment = 733.070 Ft-Kips THE INFORMATION IN THIS DRAWING IS THE 11. THE LIST OF SPECIAL INSPECTIONS IS IN ADDITION TO INSPECTIONS REQUIRED BY STRUCTURES”, LATEST EDITION, UNLESS OTHERWISE DETAILED ON THIS 9. ANTENNA MOUNT SHALL NOT BE USED AS A CLIMBING DEVICE. SOLE PROPERTY OF LARSON. ANY Shear = 13.290 Kips SECTION 110 OF THE IBC 2015. SPECIAL INSPECTION IS NOT A SUBSTITUTION FOR SHEET. WORKERS SHALL ALWAYS TIE OFF TO A SPECIFIED CLIMBING POINT. REPRODUCTION, MODIFICATION, OR Axial = 12.070 Kips INSPECTION BY A CITY INSPECTOR. MANUFACTURING IN PART, OR AS A WHOLE, WITHOUT THE WRITTEN PERMISSION 8. ESTIMATED CONCRETE VOLUME = SUMMARY OF SPECIAL INSPECTIONS OF LARSON IS PROHIBITED. DEFLECTIONS 12. THE SPECIAL INSPECTOR SHALL BE APPROVED BY THE LOCAL JURISDICTION TO 3 PIER: 17.1 YD NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC 60 MPH Wind 90 MPH Wind PERFORM THE TYPES OF INSPECTION REQUIRED. CONTINUOUS / PERIODIC Elev. (ft.) Lateral (in.) Sway ( ° ) Lateral (in.) Sway ( ° ) 9. THE FOUNDATION HAS BEEN DESIGNED TO RESIST THE FOLLOWING 1). FOUNDATION CONSTRUCTION: Top 10.79 1.06 43.55 4.26 13. CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF FACTORED LOADS: - GEOTECHNICAL ENGINEER OF RECORD MAY SERVE AS THE SPECIAL THE WORK UNLESS OTHERWISE SPECIFIED. A. MOMENT = 1198.6 FT-KIPS, SHEAR = 21.26 KIPS, AXIAL = 14.48 KIPS INSPECTOR FOR THE FOUNDATION CONSTRUCTION. - SHALL VERIFY THE DIAMETER, DEPTH AND QUALITY OF EXCAVATION PERIODIC Jan 2, 2020 APPURTENANCES 14. ANY SUPPORT SERVICE PERFORMED BY THE ENGINEER OF RECORD DURING 10. SPECIAL INSPECTION REQUIRED PER TABLE B. PRIOR TO THE CONCRETE PLACEMENT. CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED “SUMMARY OF SPECIAL INSPECTION" C. - SHALL VERIFY THE ON SITE SOILS ARE AS DETERMINED IN THE SOILS REPORT. PERIODIC Elevation (ft.) (Qty) Description INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT 50'-70' (2) 10' RF FRIENDLY ANTENNA LAMPSHADE SERVICES PERFORMED BY THE ENGINEER OF RECORD ARE ONLY FOR THE 2). CAST IN PLACE CONCRETE (FOUNDATION): PROGRESS LOG 65' (8) 8' Panel Antennas PURPOSE OF ASSISTING IN THE QUALITY CONTROL AND IN ACHIEVING - REINFORCING CAGE SHALL BE INSPECTED TO ENSURE THAT THE PROPER A. PERIODIC 65' (6) RRUs CONFORMANCE WITH THE CONTRACT DOCUMENTS. THIS SUPPORT DOES NOT GEOMETRY, SIZE, LENGTH, QUAINTLY AND GRADE MATERIAL ARE USED. 65' (1) Raycap Surge Protector GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED - ALL CONCRETE SHALL BE AS SPECIFIED BY ACI-318, LATEST EDITION TO 55' (12) 8' Panel Antennas AS SUPERVISION OF CONSTRUCTION. B. ENSURE THE COMPRESSIVE STRENGTH IS ATTAINED AS DESCRIBED IN 55' (12) RRUs THE FOUNDATION NOTES. 55' (2) Raycap Surge Protector 15. THE ANTENNA MOUNT SHALL BE FABRICATED BY LARSON CAMOUFLAGE, LLC. OR C. - CONTINUOUS INSPECTION IS REQUIRED DURING THE CONCRETE PLACEMENT. CONTINUOUS AN APPROVED FABRICATOR OF CONVENTIONAL STEEL STRUCTURES. 0 12/20/19 ISSUED TO CLIENT MG 3). ANCHOR BOLTS INSTALLED IN CONCRETE: SHEET NUMBER PROGRESS - PLACEMENT SHALL BE ORIENTED ON PROPER BOLT CIRCLE AS SHOWN ON PERIODIC THE STRUCTURAL PLANS, WITH TOP AND BOTTOM TEMPLATES INSTALLED. - SHALL BE PLUMB. PERIODIC PF1 0 - SHALL HAVE A MINIMUM EMBEDMENT OF 72" INTO FOUNDATION PERIODIC (12" MAXIMUM PROJECTION). DRAWING DATE - SHALL BE TIGHTENED TO SNUG TIGHT CONDITION PER AISC STEEL MANUAL PERIODIC OF STEEL CONSTRUCTION. January 02, 2020 2 PIER FOUNDATION DETAIL 23'-0" MIN. EMBED (6) 2.25"ØBOLTS W/ MIN.39"LAP

(2) @ 3" 0N 39.75"ØBC 3" 3" CLR POLE &BASEPLATE

3" #4 #4 @ 6" O.C. TIES (PER PLAN)

3" 60" DIA. 4" CONDUITS TOGETHER FORCOMPACTNESS TOP OFCONDUITMAYBEPULLED

12" 6"

TOP OF CONDUIT OF TOP LEVELING NUTS ANCHOR BOLTSW/ 6'-0" ± FINISH GRADE - GRADE FINISH ± 6'-0" F.G. (24) #8VERTREINF. TEMPLATE &NUTS (24) #8VERTREINF. HORIZONTAL & BETWEEN REINF0RCING BARS CONDUITS FIT VERTICAL (ANCHOR BOLTS) EMBEDMENT 72" A 1 POLE ELEVATION HAND HOLESNOTSHOWN AT TRUEORIENTATION REFER TOSCHEDULE (45°, 130°,310°) (45°, 130°,310°) 50'-0" AFG 53'-0" AFG 63'-0" AFG BOTTOM OFANTENNALAMPSHADE (3) 8"x22"HANDHOLES (3) 8"x22"HANDHOLES 65'-0" AFG ANTENNA RADCENTER 0'-0" AFG 1'-0" AFG FINISHED GRADE TOP OFBASEPLATE 70'-0" AFG 75'-0" AFG TOP OFANTENNALAMPSHADE TOP OFPOLE 7'-0" AFG (2) 10"x30"HANDHOLES(0°,120°) 2.25" X45.75"ØROUNDA36BASEPLATE w/ BOLTPLATE&NUTSATBOTTOM w/ 72"CONCRETEEMBEDMENT w/ (6)2.25"ØA.BON39.75"B.C. FULL FAUX HEIGHT BARK 40.200" SPLICE JOINT LAMPSHADES (2) 16'X10' TALL FRP MANUFACTURING INPART,ORASAWHOLE, 0 THE INFORMATIONINTHISDRAWINGIS DRAWING DATE SHEET NUMBER 12/20/19 January 02,2020 WITHOUT THEWRITTENPERMISSION REPRODUCTION, MODIFICATION,OR SOLE PROPERTYOFLARSON.ANY PROPRIETARY &CONFIDENTIAL PF2 VZW AZ2 TORTOISE SHELL OF LARSONISPROHIBITED. LARSON JOB#:L469874 THIS DESIGNDRAWINGIS ISSUED TOCLIENT PROGRESS LOG 75' MONOPOLE WITH ISE JOB#:15198

Jan FRP LAMPSHADE 2, PROGRESS 2020

0 POLE ELEVATION AND FOUNDATION

MG HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 COAX HAND/ACCESS HOLE SCHEDULE

ELEV QTY W H AZIMUTH D1 D2 Tf (AFG) (IN) (IN) (IN) (IN) (IN) Tp 100% 45° 63'-0" 3 8 22 45°,130°, 310° 1 1/2 2 1/4 3/8 1" V-NOTCH: ALIGN 0° AZ 53'-0" 3 8 22 45°,130°, 310° 1 1/2 2 1/4 3/8 PORTS W/ NOTCH Tp 7'-0" 2 10 30 0°, 120° 2 1/2 4 1/2 3/4 LARSON JOB #: L469874 POLE PER PLAN

39.75" Ø BOLT CIRCLE A 25.5"Ø HOLE Tp = THICKNESS OF POLE D1 5 2 8" Ø HOLE (TYPICAL OF 6) D2 Tf 2.25" X 45.75" OD ROUND A36 BASE 3 POLE / BASE PLATE CONNECTION ISE JOB #: 15198 PLATE POLE (PER PLAN)

B SECTION 'B-B' 6 BASE PLATE DETAIL W Ø1'-7"

MONOPOLE SHAFT (PER PLAN) B B

3/8" THICK STEEL PLATE TYP.

TOP VIEW 45° H TPOLE

19.0"Ø Tf 3/8" THICK STEEL PLATE

POLE Tf = THICKNESS OF FLANGE (PER PLAN) A ELEVATION Tp" 2-12 POLE DETAILS

1 R12" ZINC DRAIN TYPICAL OF 3

(120° APART) FRP LAMPSHADE 1 COAX HAND HOLE DETAILS

MONOPOLE SHAFT 75' MONOPOLE WITH (PER PLAN)

SIDE VIEW HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 VZW AZ2 TORTOISE SHELL Tp = THICKNESS OF POLE

7 NOT USED 4 TOP PLATE DETAIL

THIS DESIGN DRAWING IS PROPRIETARY & CONFIDENTIAL ANCHOR BOLTS THE INFORMATION IN THIS DRAWING IS THE (PER PLAN) SOLE PROPERTY OF LARSON. ANY REPRODUCTION, MODIFICATION, OR MANUFACTURING IN PART, OR AS A WHOLE, WITHOUT THE WRITTEN PERMISSION NUT TYP. OF LARSON IS PROHIBITED. 3 " (1) TOP 16 120.0° (TYP) UNO (1) BOTTOM 1" V-NOTCH AT 0° ANCHOR BOLT J-HOOK GRIP HOIST AT EACH COAX TEMPLATE TOP - 1/2" PLATE PORT (TYP.) BOTTOM - 1/2" PLATE Jan 2, 2020

34.75" ID PROGRESS LOG

COAX PORT (PER PLAN) 3 2 8"Ø HOLE (TYPICAL OF 6)

MONOPOLE SHAFT (PER PLAN) 0 12/20/19 ISSUED TO CLIENT MG 39.75" BC SHEET NUMBER PROGRESS

44.75" OD PF3 0

DRAWING DATE 9 NOT USED 8 NOT USED 5 ANCHOR BOLT TEMPLATE 2 J-HOOK INSIDE POLE AT COAX PORTS January 02, 2020 75'-0" AFG AT FLAT 3/8" THK TAB 'T1' 5 3/4" TOP OF POLE (TYP)

POLE PER PLAN 5 3/4" AT POINT

TYP 5'-3 1/2" 1/4"

LARSON JOB #: L469874 90.0° 3 -- 8'-6 1/4" 5 3/4" 1 1/2" 69'-8.5" AFG C/L 2 1/4" 2" WIDE FLANGE CONNECTION 1 3/8"

75'-0" AFG 2 TOP OF POLE --

2" ISE JOB #: 15198

4 3/4" 3" 1 3/8" 3'-2 3/4" MATCH TAPER POLE SIDE ALL HOLES 11/16"Ø 4 70'-0" AFG 3/8" THK A36 PL --

TAB 'T1' 15'-3 1/2" TOP OF ANTENNA LAMPSHADE 66'-5.75" AFG C/L KICKER CONNECTION 3 TABS AT WIDE FLANGE CONNECTION 65'-0" AFG Antenna RAD Center 18'-6 1/4" AT FLAT 3/8" THK TAB 'T2' 5 3/8" (TYP)

POLE PER PLAN 5 3/8" AT POINT

TYP 6'-9 1/4" 1/4" 50'-0" AFG 24'-8 5/8" BOTTOM OF ANTENNA LAMPSHADE 90.0°

3 -- 5 3/8" 2 1/4" 3 1/8"

59'-8.5" AFG FRP LAMPSHADE C/L WIDE FLANGE CONNECTION POLE TABS DETAILS FOR 75' MONOPOLE WITH 2" 4" HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 FRP LAMPSHADE CONNECTIONS 2" MATCH TAPER POLE SIDE VZW AZ2 TORTOISE SHELL ALL HOLES 11/16"Ø 3/8" THK A36 PL TAB 'T2' 3'-2 3/4"

4 -- 4 TABS AT KICKER CONNECTION 56'-5.75" AFG C/L KICKER CONNECTION THIS DESIGN DRAWING IS PROPRIETARY & CONFIDENTIAL THE INFORMATION IN THIS DRAWING IS THE SOLE PROPERTY OF LARSON. ANY REPRODUCTION, MODIFICATION, OR MANUFACTURING IN PART, OR AS A WHOLE, WITHOUT THE WRITTEN PERMISSION OF LARSON IS PROHIBITED.

Jan 2, 2020 6'-2 3/8"

PROGRESS LOG

3 --

50'-3.375" AFG 0 12/20/19 ISSUED TO CLIENT MG C/L WIDE FLANGE CONNECTION SHEET NUMBER PROGRESS PF3.1 0

DRAWING DATE 2 FUTURE FRP SHADE AT 54'-0" AFG ANTENNA RAD 1 ELEVATION January 02, 2020 LARSON JOB #: L469874

ISE JOB #: 15198

5 PIPE MOUNT KIT (SITEPRO1 SP219, 6 REQUIRED)

2 COLLAR MOUNT (SITEPRO1 LWRM, 1 REQUIRED)

5 --

3 --

(2) 16'Ø X 10' TALL FRP LAMPSHADES MOUNT DETAILS

ANTENNAS (BY OTHERS) FRP LAMPSHADE ADJUST AS REQ'D 75' MONOPOLE WITH ARM AZ = 285° ANT AZ = 310° ARM AZ = 45°

ANT AZ = 45° HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390

6 VZW AZ2 TORTOISE SHELL -- 3" SCH. 40 PIPE - BEAM (TYPICAL OF 3)

4 STANDOFF ARM (SITEPRO1 SV197-30, 3 REQUIRED) 75.0°

THIS DESIGN DRAWING IS PROPRIETARY & CONFIDENTIAL 1 THE INFORMATION IN THIS DRAWING IS THE -- SOLE PROPERTY OF LARSON. ANY REPRODUCTION, MODIFICATION, OR MANUFACTURING IN PART, OR AS A WHOLE, WITHOUT THE WRITTEN PERMISSION 4 OF LARSON IS PROHIBITED. -- 2'-6" 2'-6" 2 -- MONOPOLE 2 (PER PLAN) 3" SCH. 40 PIPE - BEAM -- (TYPICAL OF 3)

Jan 2, 2020

ARM AZ = 165° 2" SCH. 40 PIPE ANT AZ = 130° PROGRESS LOG 8'-0" LONG ANTENNA MOUNT PIPE 4 (TYPICAL OF 6) 3 -- -- 4'-0" CLEAR

5 -- 6'-0" T-ARM (TYP) 3" SCH 40 PIPE 0 12/20/19 ISSUED TO CLIENT MG

SHEET NUMBER PROGRESS PF4 0 MATERIALS: PIPE - API-5LX-42 (F =42KSI) Y DRAWING DATE 6 MOUNT SIDE ELEVATION 3 CROSS PLATE (SITEPRO1 SP216, 3 REQUIRED) 1 T-ARM MOUNT ASSEMBLY (PLAN) January 02, 2020 FRP LAMPSHADE PANELS LARSON JOB #: L469874 AND SUPPORT FRAMING

FIBERGLASS REINFORCED PLASTIC (FRP) SHAPES: ISE JOB #: 15198 1. ALL FRP SHAPES AND PLATE SHALL CONFORM TO STRONGWELL EXTREN 500/525 SERIES.

2. APPLY RESIN ADHESIVE TO ALL FRP MATING SURFACES PRIOR TO BOLTING.

3. STRONGWELL FIBREBOLTS AND NUTS OR EQUAL.

4. ALL CUT EDGES AND HOLES SHALL BE SEALED WITH A RESIN COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPE.

5. THE FABRICATOR AND CONTRACTOR SHALL EXERCISE PRECAUTIONS NECESSARY TO PROTECT THE FIBERGLASS PULTRUDED STRUCTURAL SHAPES FROM ABUSE TO PREVENT BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION.

6. STRUCTURAL SHAPES SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE DESIGN DRAWINGS.

7. FIBERBOLTS BOLTS AND NUTS SHALL BE TIGHTENED TO AND LOCKED WITH EPOXY AS FOLLOWS: 1 2" DIAMETER NUTS 8 FT-LBS TORQUE

5 8" DIAMETER NUTS 16 FT-LBS TORQUE

3 4" DIAMETER NUTS 24 FT-LBS TORQUE FRP LAMPSHADE FIBERGLASS PANEL NOTES: 75' MONOPOLE WITH FABRICATE PANELS TO FIT PER DIMENSIONS SHOWN IN PLAN.

PANELS TO BE MINIMUM 1/4" THICKNESS. HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 VZW AZ2 TORTOISE SHELL

1. PANELS ARE TO BE FABRICATED IN A CONTIGUOUS LAYUP PER PLANS USING RF TRANSPARENT FRP LAMPSHADE GENERAL NOTES MATERIALS. 2. ARCHITECT SHALL SPECIFY ANY REQUIRED FINISHES OR TREATMENTS TO ACHIEVE DESIRED APPEARANCE. 3. FABRICATOR SHALL USE A GLASS-RESIN RATIO OF 35% + 3%: REINFORCEMENT BY WEIGHT. 4. EACH SKIN SHALL BE FABRICATED WITH GENERAL PURPOSE RESIN OR POLYESTER VINYL RESIN WHERE REQUIRED FOR FIRE TREATMENT, CHOPPED STRAND MAT. 5 THIS DESIGN DRAWING IS 5 CORNER FLANGES MAY BE FASTENED WITH 8"Ø NON-METALLIC THREADED ROD AND NUTS: PROPRIETARY & CONFIDENTIAL STRONGWELL FIBREBOLT STUDS AND NUTS OR EQUIVALENT. A TORQUE WRENCH MUST BE USED TO THE INFORMATION IN THIS DRAWING IS THE TIGHTEN FASTENERS TO A MAXIMUM 16 FT-LBS. SOLE PROPERTY OF LARSON. ANY REPRODUCTION, MODIFICATION, OR 6. FRP PANELS AND SHAPES SHALL BE COATED WITH A FLAT GEL-COAT FINISH TO PROVIDE ULTRAVILOET MANUFACTURING IN PART, OR AS A WHOLE, PROTECTION. WITHOUT THE WRITTEN PERMISSION OF LARSON IS PROHIBITED. 7. ALL CUT AND DRILLED EDGES SHALL BE COATED WITH RESIN. 8. FABRICATOR AND INSTALLER SHALL TEST FIT ALL PANELS PRIOR TO FINAL ASSEMBLY/INSTALLATION TO ASSURE SQUARENESS AND CORNER FITS.

STRUCTURAL STEEL: Jan 2, 2020 1. ALL STRUCTURAL STEEL CODE CHECKS BASED ON THE AISC, 14TH EDITION PER THE ASCE 7 STANDARD PROGRESS LOG 2. ALL STEEL PIPE TO BE PER API 5LX GR 42. 3. ALL STEEL (HSS) TO BE PER ASTM A500 GR. B (46 KSI), U.N.O 4. ALL OTHER STRUCTURAL STEEL SHAPES & PLATES SHALL BE PER ASTM A36 (36 KSI), U.N.O. 5. ALL BOLTS FOR STEEL-TO-STEEL CONNECTIONS SHALL BE ASTM A325N, U.N.O. 0 12/20/19 ISSUED TO CLIENT MG 6. ALL BOLTED CONNECTIONS SHALL BE TIGHTENED TO “SNUG TIGHT” CONDITION AS DEFINED BY AISC. SHEET NUMBER PROGRESS 7. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 0 8. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM A123 AND ASTM A153 FRP0 STANDARDS, U.N.O. DRAWING DATE January 02, 2020 6 FRP2 SPECIAL CONSTRUCTION NOTE: PRIOR TO FRP BOLTING, ALL FRP MATING SURFACES SHALL BE GLUED TOGETHER IN ACCORDANCE WITH STRONGWELL 2 -- CONNECTION PROCEDURE NOTED ON SHEET GSN. A 75'-0" AFG 7 Top of Mono Pole A N E L FRP2 P P ' A F R 1 ' ' F 2 R A P 3 LARSON JOB #: L469874 ' P 70'-0" AFG -- L A 10'-0" E N Top of 'A- Panels' Lampshade Assembly N E 1 A L FRP2 P ' A P 2 R F ' 65'-0" AFG

Antenna Rad Center 10'-0" PANEL 'A1' PANEL 'A2' PANEL 'A1' PANEL 'A2' PANEL 'A1' 'A' TOP PANELS 6 F ISE JOB #: 15198 FRP2 R

P 6 ' 60'-0" AFG --

P Bottom of 'A- Panels' Lampshade Assembly A

60'-0" AFG

L E

E Top of 'B- Panels' Lampshade Assembly N

20'-0" L

' FRP2 P

10'-0"

A R

PANEL 'B1' PANEL 'B2' PANEL 'B1' PANEL 'B2' PANEL 'B1'

1 ' 4 'B' BOTTOM PANELS FRP 6 X 3/8 WIDE FLANGE A A --

TOP STAND-OFF 50'-0" AFG

F ' (TYP OF 4)

10'-0" Bottom of 'B- Panels' Lampshade Assembly R

A SOLAR SHADE CLOTH (PER CLIENT)

L ANTENNAS BY OTHERS

E PROVIDE TO SCREEN

N ANTENNAS FROM BELOW

L A

13 A

6 P 16'-0" Ø 2 R

FRP2 '

FRP2 F

A L N E

5 ENLARGED SECTION AT FRP LAMPSHADE ASSEMBLIES 3 FRP LAMPSHADE TOP VIEW 1 FRP SHADE - ELEVATION

N E FRP LAMPSHADE P P A L ' B F R 1 ' * NOTES: 5/8"Ø FIBREBOLT - AT BOTTOM FRP 6x3/8 WIDE FLANGE STAND-OFF. SHIP LONG, FIELD MEASURE REQ'D LENGTH. FIELD DRILL HOLES. (TYP OF 12) ' F FLANGE (TYP) 75' MONOPOLE WITH 2 R B P ∠3"X3"X 3 " KICKER BRACE. FIELD MEASURE REQ'D LENGTH. FIELD DRILL HOLES. (TYP OF 16) ' 16 P HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 A L VZW AZ2 TORTOISE SHELL N E Ø16'-0" OD N E L A 75'-0" AFG MONOPOLE PER PLAN LAMPSHADE ELEVATION & SECTIONS P ' Top of Mono Pole B 5/8"Ø FIBREBOLT P FRP 6 X 3/8 WIDE FLANGE 2 (TYP) R TOP STAND-OFF ' F 5/8"Ø FIBREBOLTS (TYP OF 4) (TYP) 1"Ø FIBREBOLTS 70'-0" AFG (TYP OF 2 PER CONNECTION) THIS DESIGN DRAWING IS FRP 6 X 3/8 WIDE FLANGE FRP 6 X 3/8 WIDE FLANGE PROPRIETARY & CONFIDENTIAL F Top of 'A- Panels' Lampshade Assembly THE INFORMATION IN THIS DRAWING IS THE STAND-OFF TOP STAND-OFF (TYP OF 4) R FRP PANEL 'A1' SOLE PROPERTY OF LARSON. ANY (TYP OF 4) REPRODUCTION, MODIFICATION, OR P

' MANUFACTURING IN PART, OR AS A WHOLE,

1 WITHOUT THE WRITTEN PERMISSION

B OF LARSON IS PROHIBITED.

A 3 65'-0" AFG STEEL ∠3"X3"X16" KICKER

L BRACE E

E Antenna Rad Center

A ANTENNAS BY OTHERS

' (2) 1"Ø FIBREBOLT P B

R 17 (TYP) 1"Ø FIBREBOLTS Jan 2, 2020 F

FRP2 1 60'-0" AFG (TYP OF 2 PER CONNECTION)

' Bottom of 'A- Panels' Lampshade Assembly

FRP ∠4 X 1/4 FOR 60'-0" AFG FRP 6 X 3/8 WIDE FLANGE PROGRESS LOG

ATTACHMENT OF TOP STAND-OFF F Top of 'B- Panels' Lampshade Assembly

' SOLAR SHADE CLOTH (TYP OF 4)

P (PER CLIENT)

B FRP PANEL 'B1'

A STEEL ∠3"X3"X16" KICKER L 5

E -- BRACE - LENGTH AS REQ'D E

N 0 12/20/19 ISSUED TO CLIENT MG

L A

' 1"Ø FIBREBOLTS SHEET NUMBER PROGRESS B P

R 50'-0" AFG (TYP OF 2 PER CONNECTION) '

F Bottom of 'B- Panels' Lampshade Assembly

F '

1 0

B FRP 6 X 3/8 WIDE FLANGE FRP1 '

A L N E TOP STAND-OFF (TYP OF 4) DRAWING DATE 6 SECTION AT FLANGE CONNECTION (TOP TO BOTTOM) 4 BOTTOM SECTION 'A-A' 2 SECTION 'A' January 02, 2020 1 1/2" FRP PANEL 'A1' 2" 2 1/4" POLE PER PLAN TOP FLANGE 5 TRIM TOP & BOTTOM 2 -- FLANGE AS REQ'D 1"Ø FIBREBOLT FRP 6 X 3/8 4 -- TO CLEAR PANEL FLANGE FIELD LOCATE HOLE WIDE FLANGE -- (REMOVE DASHED LINE) IN FRP WIDE FLANGE 1"Ø FIBREBOLT AND FRP PANEL FLANGE FRP 6 X 3/8 WIDE FLANGE FIELD LOCATE HOLE 2" (4) 5/8"Ø A325 BOLT IN FRP WIDE FLANGE FRP PANEL (FIELD TRIM AS REQ'D) AND FRP PANEL FLANGE 3/8" THK FLANGE FRP 6 X 3/8 WIDE FLANGE 2" 6" (FIELD TRIM AS REQ'D)

WEB 9 45.0° -- 3'-0" 2" T-PLATE (2) STEEL LARSON JOB #: L469874 FRP PANEL 'A1' 8 3/8" THK FLANGE FRP 6 X 3/8 WIDE FLANGE ∠ -- 3"X3" X 3/16" (BACK TO BACK) (FIELD TRIM AS REQ'D) 1/4" 3'-0" 10 FRP PANEL 'A1' -- 1/4"

3 FRP PANEL (2) STEEL ∠3"X3" X 3/16" FRP PANEL -- 3/8" THK FLANGE (BACK TO BACK)

ISE JOB #: 15198 FRP 6 X 3/8 WIDE FLANGE SECTION SECTION AT KICKER TO 10 THROUGH FRP PANEL 9 FRP 6 X 3/8 WIDE FLANGE TO TOP PANEL CONNECTION 5 FRP TOP WIDE FLANGE 1 FRP SHADE PANEL TO ROLLED CHANNEL (TYPICAL)

5/8"Ø FIBREBOLT 1 1/2" WIDE FLANGE NOT SHOWN TOP PANEL 2" 2 1/4" FRP PANEL 'A1' TO BOTTOM PANEL WHERE OCCURS 5/8"Ø A325 BOLTS POLE PER PLAN (TYP) POLE PER PLAN TOP FRP PANELS 1/4" (2) 5/8" A325 BOLT TYP 3/8" THK TAB 1/4" FRP 6 X 3/8 WIDE FLANGE FIELD LOCATE HOELS (TYP) TYP 1"Ø FIBREBOLT FRP WIDE FLANGE (FIELD TRIM AS REQ'D) IN FRP WIDE FLANGE FIELD LOCATE HOLE (TYP OF 4) 11 (TYP) IN FRP WIDE FLANGE -- FIELD LOCATE HOLES 2 AND FRP PANEL FLANGE IN FRP WIDE FLANGE -- 2" FRP 6 X 3/8 WIDE FLANGE 1 1/2" 2" (FIELD TRIM AS REQ'D) 5" 2" 6" FRP 6 X 3/8 WIDE FLANGE 1 1/2" (FIELD TRIM AS REQ'D) FRP 6 X 3/8 WIDE FLANGE POLE

2" (FIELD TRIM AS REQ'D) PER PLAN 2 1/4" FRP PANEL 'B1' 3/8" THK TAB 1 1/2" 1 3/4" BOTTOM FRP PANELS 1/4" (TYP) 5 3/4" FRP 6 X 3/8 WIDE FLANGE AT TOP FRP PANEL FRP WIDE FLANGE 12 MIDDLE WIDE FLANGE STAND-OFF 11 TO BOTTOM FRP PANEL CONNECTION 6 CONNECTION TAB - SECTION 2 FRP TOP WIDE FLANGE POLE CONNECTION

POLE PER PLAN 1 1/2" (2) STEEL 1"Ø FIBREBOLT (BACK TO BACK) 2" 2 1/4" (2) STEEL ∠3"X3" X 3/16" 3/8" THK FRP LAMPSHADE FIELD LOCATE HOLE ∠

3"X3" X 3/16" CONNECTION DETAILS IN FRP WIDE FLANGE (BACK TO BACK) KICKER CONNECTION TAB 75' MONOPOLE WITH 135.0° LAMPSHADE ASSEMBLY AND FRP PANEL FLANGE HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 2"

5/8"Ø A325 BOLT VZW AZ2 TORTOISE SHELL

FRP 6 X 3/8 WIDE FLANGE 2" FIELD LOCATE HOLE 2" 6"

(FIELD TRIM AS REQ'D) 4" IN FRP KICKER POLE PER PLAN 2" 2" 5/8"Ø A325 BOLT FIELD LOCATE HOLE 2 1/4" 3 1/8" 3/8" THK TAB IN FRP KICKER BOTTOM FRP PANELS (TYP) 1/4" 5 3/8" THIS DESIGN DRAWING IS PROPRIETARY & CONFIDENTIAL THE INFORMATION IN THIS DRAWING IS THE SOLE PROPERTY OF LARSON. ANY 14 NOT USED 13 FRP 6 X 3/8 WIDE FLANGE AT BOTTOM FRP PANEL 7 KICKER CONNECTION TAB - POLE SECTION 3 DBL KICKER BRACE POLE CONNECTION REPRODUCTION, MODIFICATION, OR MANUFACTURING IN PART, OR AS A WHOLE, 5/8"Ø FIBREBOLTS 1 1/2" 1 1/2" WITHOUT THE WRITTEN PERMISSION OF LARSON IS PROHIBITED. (TYP) 3" 1 1/2" ALL HOLES 5/8"Ø 17B 3/8" THK PL (4) 5/8"Ø A325 BOLT FRP 6 X 3/8 WIDE FLANGE -- (FIELD TRIM AS REQ'D) 6" 3" Jan 2, 2020 17A FRP FLANGE TO FRP FLANGE - TOP VIEW -- 1 1/2"

TOP ASSEMBLY PROGRESS LOG 'A' PANELS 6" 6" T-PLATE 5/8"Ø FIBREBOLTS (TYP) 8 --

BOTTOM ASSEMBLY (2) STEEL (BACK TO BACK) 0 12/20/19 ISSUED TO CLIENT MG

'B' PANELS 2 7/8" 4 3/4" 4 3/8" 4 3/8" ∠ 1 1/2" SHEET NUMBER PROGRESS 5/8"Ø A325 BOLT 3"X3" X 3/16" TYP 1/4" FIELD LOCATE HOLE IN KICKER 17B FRP FLANGE TO FRP FLANGE - SIDE SECTION 2" FRP2 0 -- 4" DRAWING DATE TOP FRP ASSEMBLY TO January 02, 2020 17 BOTTOM FRP ASSEMBLY 16 NOT USED 15 NOT USED 8 T-PLATE 4 DBL KICKER BRACE FRP WIDE FLANGE CONNECTION MARK DESCRIPTION MARK DESCRIPTION 1" FRP SKIN 1 1/2" THICK FLANGE 5 V-RIBS - EQUAL SPACED 6" 2 11/16"Ø HOLES (TYP) 6 FIELD LOCATE " 1 1/2"

4 2 1/4" 1

1 3 3 5/8"Ø FIBREBOLT 7 1 6'-3 " 1 8"Ø HOLE (TYP) 2 1/4" 8 1/4" THICK FRP SKIN 4 (FINISH PER ARCH.) 5 V-RIB DETAIL

6'-33 " 6 7 TYP 8 2 1/2"

2" LARSON JOB #: L469874

6" 1

DETAIL 'D2' TOP VIEW (TOP FLANGE)

6" 1 TOP VIEW (TOP FLANGE) 6" ISE JOB #: 15198 1 1 6" 1 6" D2 1 -- 6" 6" 6" 6"

2 5 2 2 1 1 1 4 4 1 10'-0" 10'-0" 10'-0" 10'-0" 10'-0 3/16" (9) EQ SPACES (9) EQ SPACES (9) EQ SPACES (9) EQ SPACES 4 9'-0" (11/16"Ø HOLES) 9'-0" (11/16"Ø HOLES) 9'-0" (11/16"Ø HOLES) 9'-0" (11/16"Ø HOLES)

1 FRP LAMPSHADE

5 FRP PANELS 'A1' & 'A2'

A1-D 75' MONOPOLE WITH 5 A2-D -- -- HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 VZW AZ2 TORTOISE SHELL

1 1 6" 6" 6" 6"

6" 6" A2-B A2-A A1-C A1-B A1-A 1 -- -- 1 ------THIS DESIGN DRAWING IS PROPRIETARY & CONFIDENTIAL THE INFORMATION IN THIS DRAWING IS THE SOLE PROPERTY OF LARSON. ANY REPRODUCTION, MODIFICATION, OR SECTION 'A2-B' INSIDE VIEW SECTION 'A2-A' SECTION 'A1-C' SECTION 'A1-B' INSIDE VIEW SECTION 'A1-A' MANUFACTURING IN PART, OR AS A WHOLE, WITHOUT THE WRITTEN PERMISSION OF LARSON IS PROHIBITED.

3 6'-3 8" 3 6'-3 8"

2 Jan 2, 2020 4 4 12.5" O.C. MAX. 1 1

PROGRESS LOG 5 MATCH HOLES: 1 MATCH HOLES: BOTTOM FLANGE OF 'A' PANELS BOTTOM FLANGE OF 'A' PANELS 6" AND TOP FLANGE OF 'B' PANELS AND TOP FLANGE OF 'B' PANELS 2 6" 15.1° 1 15.1° 1 12.5" O.C. MAX. 0 12/20/19 ISSUED TO CLIENT MG

SHEET NUMBER PROGRESS BOTTOM FLANGE SECTION 'A2-D' 3.7° 3.7°

BOTTOM FLANGE SECTION 'A1-D' FRP3 0

DRAWING DATE January 02, 2020 2 PANEL 'A2' TOP LAMPSHADE ASSEMBLY 1 PANEL 'A1' TOP LAMPSHADE ASSEMBLY MARK DESCRIPTION MARK DESCRIPTION 1" FRP SKIN 1 1/2" THICK FLANGE 5 V-RIBS - EQUAL SPACED 6'-33 " 6" 8 2 11/16"Ø HOLES (TYP) 6 FIELD LOCATE " 1 1/2" 4 2 1/4" 1 3 5/8"Ø FIBREBOLT 7 1 1 1 8"Ø HOLE (TYP) 2 1/4" 1/4" THICK FRP SKIN 4 (FINISH PER ARCH.) 5 V-RIB DETAIL 3 6'-3 " 6 7 TYP

8 2 1/2"

15.1°

2" LARSON JOB #: L469874 MATCH HOLES: 6" 2 BOTTOM FLANGE OF 'A' PANELS 1 12.5" O.C. AND TOP FLANGE OF 'B' PANELS MATCH HOLES: 3.7° BOTTOM FLANGE OF 'A' PANELS MAX. 15.1° AND TOP FLANGE OF 'B' PANELS

6" 2 DETAIL 'D4' 12.5" O.C. 1 TOP VIEW (TOP FLANGE) MAX. 3.7° TOP VIEW (TOP FLANGE)

6" ISE JOB #: 15198 1 6" 1 1 6" D4 1 -- 6" 6" 6" 6"

2 5 2 2 1 1 1 4 4 1 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" (9) EQ SPACES (9) EQ SPACES (9) EQ SPACES (9) EQ SPACES 4 9'-0" (11/16"Ø HOLES) 9'-0" (11/16"Ø HOLES) 9'-0" (11/16"Ø HOLES) 1 9'-0" (11/16"Ø HOLES) FRP LAMPSHADE

5 FRP PANELS 'B1' & 'B2'

B1-D 75' MONOPOLE WITH 5 B2-D -- -- HWY 93 & MATTHIE RANCH RD, WICKENBURG, AZ 85390 VZW AZ2 TORTOISE SHELL

1 1 6" 6" 6" 6"

B2-B B2-A B1-C B1-B B1-A 1 D3 -- -- 1 ------THIS DESIGN DRAWING IS -- PROPRIETARY & CONFIDENTIAL THE INFORMATION IN THIS DRAWING IS THE SOLE PROPERTY OF LARSON. ANY REPRODUCTION, MODIFICATION, OR SECTION 'B2-B' INSIDE VIEW SECTION 'B2-A' SECTION 'B1-C' SECTION 'B1-B' INSIDE VIEW SECTION 'B1-A' MANUFACTURING IN PART, OR AS A WHOLE, WITHOUT THE WRITTEN PERMISSION OF LARSON IS PROHIBITED.

6'-33 " 3 8 6'-3 8" 1 1 1/2" 4 4 Jan 2, 2020 2 1/4" 2 1/4" 4 1 6 7 TYP 1

PROGRESS LOG 5 2" 1

6" 6"

1 2 3/8" 1

6" 0 12/20/19 ISSUED TO CLIENT MG 1 BOTTOM FLANGE SECTION 'B2-D' BOTTOM FLANGE SECTION 'B1-D' SHEET NUMBER PROGRESS DETAIL 'D3' FRP4 0

DRAWING DATE January 02, 2020 2 PANEL 'B2' TOP LAMPSHADE ASSEMBLY 1 PANEL 'B1' TOP LAMPSHADE ASSEMBLY