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Item 6G PlansBRUMLOW AVENUE — 59 WIDE RIGHT-OF-WAY VOLUME 388-127, PAGE 89, P.R.T.C.T. LOT 5-A BRUMLOW INDUSTRIAL DISTRICT PHASEII VOLUME 388-214, PAGE 214, P.R.T.C.T. BRUMLOW AVENUE — 50' WIDE RIGHT -OF -WAV VOLUME 388-127, PAGE 89, P.R.T.C.T. LOT 5-B BRUMLOW INDUSTRIAL DISTRICT PHASE II VOLUME 388-214, PAGE 214, P.R.T.C.T. LOT4RiB L_— BRUMLOW INDUSTRIAL DISTRICT PHASE 11 CABINET A, SLIDE 1965, P.R.T.C.T. TRACT4 BRUMLOW INDUSTRIAL DISTRICT PHASE 11 VOLUME 388-132, PAGE 94, P.R.T.C.T. POINT FROM WHICH A — TRACT 3 BRUMLOW INDUSTRIAL DISTRICT VOLUME 388-127, PAGE 89, P.R.T.C.T. TRACT 2-A BRUMLOW INDUSTRIAL DISTRICT VOLUME 388-113, PAGE 441, P.R.T.C.T. CALLED 31.5024 ACRES VOLUME 7607, PAGE 1178, TRACT 2-13 D.R.T.C.T. BRUMLOW INDUSTRIAL DISTRICT VOLUME 368.113, PAGE 441, P.R.T.C.T. Ac mvn c fawo not AT 19.W PASSING A 1/ 'IRON ROD SET WIC AP STAMPED 'TOVAe"IMILIM NEARA CON I� FENCE CORNER FOR REFERENCE CHAIN LINK PATH RARE IMRE TOP FENCE LINE i I5� �0 o POINT FROM Vh11CHA I t/e" IflON RODVATH CAP N Z 7 Z H- I N O U STAMPED-TOPOGRAPHIC"SET FOR REFERENCE BEARS CO I IN 83'00'24" E-20.01' I W CALLED 30.750 ACRES VOLUME 8060, PAGE 27, Ix I LOT 4R1A I BRUMLOW INDUSTRIAL DISTRICT I PHASEII gpilri CABINET A. SLIDE 1965, I IIP.R.T.C.T. C AT 511.60 PASSING A lrY IRON ROD FOUND 1,178,154 SQ. FT. 27.05 ACRES REMAINDER TRACT 1 BRUMLOW INDUSTRIAL DISTRICT VOLUME 388-127, PAGE 89, P.R.T.C.T. AS DESCRIBED IN INST. NO. 0208041261, O.P.R.T.C.T (NOT RECORDED) I / I20 ROAD EASEMENT VOLUME380-127, PAGE M. PRT.OT / IX ��. 60E NAIL FOUND REARS NIX5-19`E-40.13' 3p1 I AND A FENCE CORNER POST 3.T6" SEARS N EB"a _E-S7.8Y �'V161659 L' / I / 1R -IRON ROD FOU�D I APPROXIMATE LOCA TION--� SURVEY LINE LEGEND — - - — SUBJECT PROPERTY LINE INST. NO. 203311588, SUBJECT PROPERTY LINE O.P.R.T.C.T. ADJOINER LINE X FENCE LINE CALLED 30.750 ACRES VOLUME 8060, PAGE 27, IRON ROD FOUND (IRF) ® IRON ROD SET WITH CAP STAMPED "TOPOGRAPHIC" O CALCULATED CORNER PLANS EXHIBIT 1 60' RIGHT-OF-WAY DEDICATION INST. NO. 203311588, O.P.R.T.C.T. ' r / N CALLED 30.750 ACRES VOLUME 8060, PAGE 27, 9V,OC'p,55e � � J9��pE / .�W D.R.T.C.T. ,C'.• �V1"5 �P�O.O(P5• G:�• / gpilri !tJype��� Qom' i O / C AT 1021170 AND 0.76• LEFT �",I ON ROD -� PASSINGA X36 FOUND yp / I-IRONROD FOUND W W° / m CALLED 0.768 ACRES t` IRON ROD SAVE AND EXCEPT TRACT FOUND 118 ft. ORIGINALLY CONVEYED TO / DIAMOND SHAMROCK CORPORATION BY LESTER W. MATHIS SEPT. 28, 1969 INSTRUMENT NO. D208041261, O.P.R.T.C.T. / (S 02-5737-.- 119.86' PER CASA, SLIDE 11914, / P.R. T. C. T.) / STATE HIGHWAY NO. 26 IRA E. WOODS AVE. (VARIABLE WIDTH R.O.W.) / DART 100' RIGHT-OF-WAY VOLUME 10146, PAGE 640, O.P.R.T.C.T. PROPERTY DESCRIPTION A 27.05 acre tract located in the J. N. Gibson Survey, Abstract No. 591, and the H. Decker Survey, Abstract No. 438, Tarrant County, Texas, being a part of Tract 1, Brumlow Industrial District, as shown on the plat recorded in Volume 388-127, Page 89, Plat Records, Tarrant County, Texas, (P.R.T.C.T.), and all of a tract of land described in a deed recorded in Instrument No. 208041261, Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), said 27.05 acre tract being more particularly described by metes and bounds description as follows: BEGINNI NG (P.O.B.) at a point in Brumlow Avenue, for the Southwest corner of Tract 2-B, Brumlow Industrial District, as shown on the plat recorded in Volume 388-113, Page 441, P.R.T.C.T., also being the Northwest corner of said Tract 1; THENCE South 89°52'43" East with the North line of said Tract 1, at a distance of 19.00 feet passing a 1/2 -Inch iron rod with rap stamped "TOPOGRAPHIC" set near a chain link fence corner for reference, at a distance of 511.50 feet passing a 1/2 -Inch iron rod found at the Southeast comer of said Tract 2-B, and at a distance of 1,028.76 feet and 0.75 feet left passing a 1 -Inch iron rod found, continuing in all a distance of 1,587.54 feet to a 1 -inch iron rod found for the easternmost Northwest corner of Lot 1, Block 2, Mustang Business Park, as shown on the plat recorded in Cabinet A, Slide 11914, P.R.T.C.T.; THENCE South 03°31'05" East with the West line of said Lot 1, a distance of 220.73 feet to a 1 -Inch Iron rod found on the Northwesterly line of a DART 100' right-of-way and the Southeasterly line of said Tract 1, for the Southwest corner of said Lot 1; THENCE South 53°51'57 West with the Southeasterly line of said Tract 1 and the Northwesterly line of said DART right-of-way, a distance of 1,635.24 feet to a 1/2 -inch iron rod found for the beginning of a curve to the right; THENCE continuing with the common line between said Tract 1 and said DART right-of-way, with said curve to the right having a radius of 3347.60 feet, a chord bearing of South 55°17'12" West, and a chord length of 166.02 feet, an arc length of 166.04 feet to a point in Brumlow Avenue, for the Southwest corner of said Tract 1, from which a 60d nail found bears North 55°58'19" East, a distance of 40.15 feet, and a fence corner post bears North 66°33'30" East, a distance of 37.82 feet; THENCE North 05°18'21" West with the Westerly line of said Tract 1, a distance of 871.23 feet to an angle point, from which a 1/2 -Inch Iron rod with cap stamped "TOPOGRAPHIC" set for reference bears North 83"00'24" East, a distance of 20.01 feet; THENCE North 08°40'51" West continuing with the Westerly line of said Tract 1, a distance of 419.80 feet to the PLACE OF BEGINNING and containing 1,178,154 square feet or 27.05 acres of land. REVISION NO. I DESCRIPTION I DATE ABBREVIATIONS: P.O.B. = PLACE OF BEGINNING O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS R.P.R.T.C.T. = REAL PROPERTY RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T. = PLAT RECORDS TARRANT COUNTY. TEXAS !!u! !St a r WTOPOCR"HiC LOYALTY INNOVATION LEGACY 1400 EVERMAN PARKWAY, Ste. 197 • FT. WORTH, TEXAS 711160 TELEPHONE: ISM 7647612 • FAX IBM 1447646 TEXAS FIRM REGISTRATION NO. 10042504 WWWTOPOGRAPHIC.COM VICINITY MAP N.T.S. GENERAL NOTES 1. All bearings, distances, coordinates and acreages are grid, correlated to the Texas State Plane Coordinate System, North Central Zone (4202), NAD83. 2. Underground utilities shown hereon are depicted based on above ground markers and visible evidence observed at the time of this survey. There ITT be additional underground utilities that exist which this surveyor is unaware of. 3. () denotes deed calls. 4. This survey was performed without the benefit of an abstract of title. There may be existing easements which this surveyor is unaware of. 5. At the request of the client, not all improvements have been located as a part of this survey. Improvements do exist on the subject property that are not depicted hereon. Case/Permit #ZA17-078 S. ERIK DUMAS, R-K.L.S. No. 5371 :YED ON THE GROUND: MARCH 24, 2017 BOUNDARY SURVEY SOUTHLAKE TERMINAL BOUNDARY SURVEY FILE; BO-SOUTHLAKE_TERMINAL_FLOOD_STUDY DRAFT: CAR CHECK; I.N.T. SHEET: 1OF1 DATE: 04/0312017 REVISION: 0 1 m a ' m CONTINENTAL AVE. C 3 m ti£?° SUBJECT PROPERTY' If A 27.05 acre tract located in the J. N. Gibson Survey, Abstract No. 591, and the H. Decker Survey, Abstract No. 438, Tarrant County, Texas, being a part of Tract 1, Brumlow Industrial District, as shown on the plat recorded in Volume 388-127, Page 89, Plat Records, Tarrant County, Texas, (P.R.T.C.T.), and all of a tract of land described in a deed recorded in Instrument No. 208041261, Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), said 27.05 acre tract being more particularly described by metes and bounds description as follows: BEGINNI NG (P.O.B.) at a point in Brumlow Avenue, for the Southwest corner of Tract 2-B, Brumlow Industrial District, as shown on the plat recorded in Volume 388-113, Page 441, P.R.T.C.T., also being the Northwest corner of said Tract 1; THENCE South 89°52'43" East with the North line of said Tract 1, at a distance of 19.00 feet passing a 1/2 -Inch iron rod with rap stamped "TOPOGRAPHIC" set near a chain link fence corner for reference, at a distance of 511.50 feet passing a 1/2 -Inch iron rod found at the Southeast comer of said Tract 2-B, and at a distance of 1,028.76 feet and 0.75 feet left passing a 1 -Inch iron rod found, continuing in all a distance of 1,587.54 feet to a 1 -inch iron rod found for the easternmost Northwest corner of Lot 1, Block 2, Mustang Business Park, as shown on the plat recorded in Cabinet A, Slide 11914, P.R.T.C.T.; THENCE South 03°31'05" East with the West line of said Lot 1, a distance of 220.73 feet to a 1 -Inch Iron rod found on the Northwesterly line of a DART 100' right-of-way and the Southeasterly line of said Tract 1, for the Southwest corner of said Lot 1; THENCE South 53°51'57 West with the Southeasterly line of said Tract 1 and the Northwesterly line of said DART right-of-way, a distance of 1,635.24 feet to a 1/2 -inch iron rod found for the beginning of a curve to the right; THENCE continuing with the common line between said Tract 1 and said DART right-of-way, with said curve to the right having a radius of 3347.60 feet, a chord bearing of South 55°17'12" West, and a chord length of 166.02 feet, an arc length of 166.04 feet to a point in Brumlow Avenue, for the Southwest corner of said Tract 1, from which a 60d nail found bears North 55°58'19" East, a distance of 40.15 feet, and a fence corner post bears North 66°33'30" East, a distance of 37.82 feet; THENCE North 05°18'21" West with the Westerly line of said Tract 1, a distance of 871.23 feet to an angle point, from which a 1/2 -Inch Iron rod with cap stamped "TOPOGRAPHIC" set for reference bears North 83"00'24" East, a distance of 20.01 feet; THENCE North 08°40'51" West continuing with the Westerly line of said Tract 1, a distance of 419.80 feet to the PLACE OF BEGINNING and containing 1,178,154 square feet or 27.05 acres of land. REVISION NO. I DESCRIPTION I DATE ABBREVIATIONS: P.O.B. = PLACE OF BEGINNING O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS R.P.R.T.C.T. = REAL PROPERTY RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T. = PLAT RECORDS TARRANT COUNTY. TEXAS !!u! !St a r WTOPOCR"HiC LOYALTY INNOVATION LEGACY 1400 EVERMAN PARKWAY, Ste. 197 • FT. WORTH, TEXAS 711160 TELEPHONE: ISM 7647612 • FAX IBM 1447646 TEXAS FIRM REGISTRATION NO. 10042504 WWWTOPOGRAPHIC.COM VICINITY MAP N.T.S. GENERAL NOTES 1. All bearings, distances, coordinates and acreages are grid, correlated to the Texas State Plane Coordinate System, North Central Zone (4202), NAD83. 2. Underground utilities shown hereon are depicted based on above ground markers and visible evidence observed at the time of this survey. There ITT be additional underground utilities that exist which this surveyor is unaware of. 3. () denotes deed calls. 4. This survey was performed without the benefit of an abstract of title. There may be existing easements which this surveyor is unaware of. 5. At the request of the client, not all improvements have been located as a part of this survey. Improvements do exist on the subject property that are not depicted hereon. Case/Permit #ZA17-078 S. ERIK DUMAS, R-K.L.S. No. 5371 :YED ON THE GROUND: MARCH 24, 2017 BOUNDARY SURVEY SOUTHLAKE TERMINAL BOUNDARY SURVEY FILE; BO-SOUTHLAKE_TERMINAL_FLOOD_STUDY DRAFT: CAR CHECK; I.N.T. SHEET: 1OF1 DATE: 04/0312017 REVISION: 0 1 m NuStar Southlake Terminal 30 Rohn Tower Location • . s• � � - ,•�'.. - �ye,�-w �� 1. :� � �' � - 30' ROHM Tower :Z Soutil anal -OF i c _� } rr 17 , � � Wil - os l• a t j K 4 e'� in20 f Google Earth © 2017 Google NuStar Southlake Terminal 30' Rohn Tower Location „► l a► � 30' ROHN Tower - - --= _ �' At' 5 -._ .tea.. _• _ .z f Google Earth © 2017 Google —'ogle Earth ndsat / Copernicus 17 Google _ 2017 II EGI • I 80 ft V +� n'^�'" • . v .r --..,y. ., < F - ,- " ,� .,<, -� .� ..� , - - _ -m �.,a fo.'4...'mw'X` 2r+�*" _ �� -�-.. ! -.;y," - • �I v.�q" - " �, moi.«-,- � +�^ �•� ��\.�'�,. �: w.` f, ,. >•� ...-..�.i:. . ,m wr ti. �- e`d� _,,,_ •' D\'>' -� � ,.. F ,. c e• Ni.. �;Ew � �/i �.,�4 5. d!'�1�� � �*' _. ,,/� @� %y ti'+ � A f•�I �. .F/. �. � � 1.. .. _ AI '� s (': ,, i�. - �� _ :-: .. .. � /'� �' \.., "� tet,." •.,.; �'�'_ �{'��. , �� II ',/.f/.:-- ���r � 9'�'�''.Y�'- , .. � � ^ �,-i a"f-:'. ' �� V� e 'J �---- y:�', F. _F' t n, � � q , �� I�"•'r _ -, �.Y" —rte - t. ., \ �'..3 .P6/ar, —' -_s ■ -rr r • 4A�'i' .. ��,' - -- �wyY i t'.y�r �"Y' I YY _ ,I { (" T s�._K��nC..�.i , -MWOMI -_.____ • y... - _ __ .—�— _— �- � _.' _. _ i/ -- " — _ z � - •� - _ a 4 —'ogle Earth ndsat / Copernicus 17 Google _ 2017 II EGI • I 80 ft 0 NanoS NanoS Indoor/Outdoor airMAX'CPE Models: NSM2, NSM3, NSM365, NSM5, IocoM2, IocoM5, IocoM9 Cost -Effective, High -Performance Compact and Versatile Design Powerful Integrated Antenna PLANS UBIQUITI` N E T W O R K S 5 Overview Leading -Edge Industrial Design PtMP Client Links Ubiquiti Networks sets the bar for the world's first low-cost and efficient broadband Customer Premises Equipment (CPE) with the original NanoStationO. The NanoStationM and NanoStationlocoM take the same concept to the future with sleek and elegant form factors, along with integrated airMAXO (MIMO TDMA � protocol) technology. The low cost, high performance, and small form factor of NanoStationM NanoStationM used as powerful clients in an airMAXPtMP (Point -to -Multi -Point) and NanoStationlocoM make them network setup. extremely versatile and economical to deploy. PtP Link Wireless Client - NanoStationM as a powerful Use two NanoStationM to create a PtP link. wireless client. Utilize airMAX Technology Dual Ethernet Intelligent PoE2 Unlike standard Wi-Fi protocol, Connectivity' The remote hardware reset circuitry Ubiquiti's Time Division Multiple The provides a of the NanoStationM allows the Access (TDMA) airMAX protocol theme secondary Ethernet port with seconNanoSdary device to be remotely reset from the allows each client to send and receive software -enabled PoE output for power supply location. data using pre -designated time seamless IP video integration. slots scheduled by an intelligent AP controller. _ This "time slot" method eliminates hidden node collisions and maximizes airtime efficiency. It y� Remote Reset provides many magnitudes of performance improvements in latency, throughput, and scalability compared to all other outdoor C systems in its class. The NanoStationM may also be powered by the Ubiquiti Networks° Intelligent QoS Priority is given to EdgeSwitch'". In addition, any voice/video for seamless streaming. NanoStationM can easily become 48V, 802.3af compliant through Scalability High capacity and use of the UbiquitiO Instant 802.3af scalability. _. _� Adapter (sold separately). Long Distance Capable of high-speed, carrier -class links. Latency Multiple features dramatically reduce noise. ' Only NanoStationM models 1 Remote reset is an option that is sold separately as the POE -24. The NonoStationM includes a 24V PoE adapter without remote reset. PLANS 6 Software arOS" airOSO is an intuitive, versatile, highly developed Ubiquiti firmware technology. It is exceptionally intuitive and was designed to require no training to operate. Behind the user interface is a powerful firmware architecture, which enables high-performance, outdoor multi -point networking. • Protocol Support • Ubiquiti Channelization • Spectral Width Adjustment • ACK Auto -Timing • AAPTechnology • Multi -Language Support a#V iew Integrated on all Ubiquiti M products, airView® provides advanced spectrum analyzer functionality: waterfall, waveform, and real-time spectral views allow operators to identify noise signatures and plan their networks to minimize noise interference. • Waterfall Aggregate energy over time for each frequency. • Waveform Aggregate energy collected. • Real-time Energy is shown in real time as a function of frequency. • Recording Automize AirView to record and report results. airControl° airControl® is a powerful and intuitive, web -based server network management application, which allows operators to centrally manage entire networks of Ubiquiti devices. • Network Map • Monitor Device Status • Mass Firmware Upgrade • Web UI Access • Manage Groups of Devices • Task Scheduling MAN WIRELESS I NETWORK I ADVANCED SERVICES I SYSTEM Sm,tt. Device Nemo: RwkM MS GPS AP MAC'. D0:2772D6:35:0 Nelvmrk Made: Bridge Corract'rons: 0 WnWs Mode: Aa0ess Point Noise FW: -96d3m SSID: ubnl Trar dCOO: - Securdy: crone Version: v5.Sbete8.10763 WMAX Enebbd Uptime: 00:25:36 akMAX Ou ly: 00% Date: 2011.11-1610:26:28 air Cepaeky: DO% Ch..VFreaueiroy: 15815790 MHz MrSsbeC Dbabbd Chamrel' : 60 MHz (Up O ACkJO"stenae: 27 / OA mkss (0.6 km) GPS Signal Qu y: 70% TXM Chaku: 2%2 OtiNde / L"O,de: 33.7874371-111W724 AMudo: 26 m NM1NJO MAC 00:27:22.06:35:C3 IANOMAC 00:2772:05:35:03 LANI MAC 02:27:22:05:35:03 I 011 11 100Mbps-Ful/ Unplugged MOnitw ................... ........ ..... ........ .......... .............. ......... ...... ........ .............. ........... ........ ..... ......... .... ...... ..... Throughout I StMlans I ARP Table I Bddge Table I Reuln I GPS Delalls I Log VVLANO LAND t� 9° ■ Rx Dopa a ■ Rx:6 70 ■. TX:Obps r X: .S7kbps a m A 10 k0+0 klgs 0 1 PLANS 7 Specifications Dimensions Weight Power Supply (PoE) Max. Power Consumption Power Method Operating Frequency Gain Networking Interface Processor Specs Memory Frequency Cross-pol Isolation Max. VSWR Beamwidth Polarization Enclosure Mounting RF Connector Operating Temperature Operating Humidity Wireless Approvals RoHS Compliance Shock & Vibration 164 x 72 x 199 mm (6.46 x 2.83 x 7.83") 900 g (1.98 lbs) 24V, 0.5A 6.5W Passive PoE (Pairs 4, 5+; 7, 8 Return) 902-928 MHz 8 dBi (1) 10/100 Ethernet Port Atheros MIPS 24Kc, 400 MHz 64 MB SDRAM, 8 MB Flash 900 MHz 28 dB Minimum 1.3:1 60° (H-pol) / 60° (V-pol) / 60° (Elevation) Dual Linear Outdoor UV Stabilized Plastic Pole -Mount (Kit Included) External RP -SMA -30 to 75° C (-22 to 167° F) 5 to 95% Noncondensing FCC Part 15.247, IC RS210 Yes ETS1300-019-1.4 PLANS 8 Output '• •: 900 MHz TX Power Specifications 900 MHz RX Power Specifications Modulation MCS Index Avg. TX Tolerance Modulation MCS Index Sensitivity Tolerance MCS0 28 dBm 12dB MCS0 -96 dBm ±2dB MCS1 28 dBm ±2dB MCS1 -95 dBm ±2dB MCS2 28 dBm ±2dB MCS2 -92 dBm ±2dB MCS3 28 dBm _L ±2dB MCS3 -90 dBm ±2dB MC54 28 dBm ±2dB MCS4 -86 dBm ±2dB MCS5 24 dBm ±2dB MCS5 -83 dBm ±2dB MC56 22 dBm ±2dB MCS6 -77 dBm ±2dB Q MCS7 21 dBm ±2dB Q MCS7 -74 dBm ±2dB MC58 28 dBm ±2dB = MCS8 -95 dBm ±2dB MC S9 28 dBm ±2dB MCS9 -93 dBm ±2dB MC510 28 dBm ±2dB MC510 -90 dBm ±2dB MCS11 28 dBm ±2dB MCS11 -87 dBm ±2dB MCS12 28 dBm ±2dB MCS12 -84 dBm ±2dB MCS13 24 dBm + 2 dB MCS13 -79 dBm ±2dB MC514 22 dBm ±2dB MCS14 -78 dBm ±2dB MCS15 21 dBm ± 2 dB MC515 -75 dBm ± 2 dB PLANS 8 o.9o5 1.9� o. 9 0.92 1.921 0.93 Vertical Azimuth 90 so 0 dB 0 dB 120 60 120 -5 dB 150 -5 dB 30 -15 dB -10 -20 AB 180 .:.. .....: ..... 25 d6..:... .......: -150 -15 dB 30 -120 -20 dB -60 0 100 :. -90 :, -25 dB :.... Horizontal Azimuth so -120 0 dB 120 -90 60 -5 dB Horizontal Elevation -10 150 30 0 dB 15 dB 120 -20 dB 60 180 .:.. ..... :. ..... 25 dB..... -5 dB -150 150 -30 -120 30 -60 -15 dB -90 Return Loss o.9o5 1.9� o. 9 0.92 1.921 0.93 M I PLANS 9 Vertical Elevation so 0 dB 120 60 -5 dB -10 150 30 -15 dB -20 dB 0 100 :. _.. :, -25 dB :.... -150 -30 -120 -60 -90 Horizontal Elevation so 0 dB 120 60 -5 dB 150 30 -15 dB -20 dB -.. 25 dB ..... 0 180 ....:.... ......:. _. -150 -30 -120 -60 -90 M I PLANS 9 I r It, _ �ADM %4 - 'r Exit Street `'Jiev, - j 44 , __ _ - + - :' „- v*+' �,af,•.Y�' ti t. _ ,_ s -� f• a y ...:. _ w - ..+� -�� sdE z 4. ' r a. • 1 ,'4Wr : j a �]!, - w � .' -,.:� • � -� � r _ .�.,. - _.r t 4 . P. , o-{.'�- _ �.r .� -. Y�•t` rt'-� I' �'�'� �t. a,/ • .r' -•i S~wT ,�5 _ a +'� _ _ ' � - _ I .ytq � - y S +fi �. �'s'f - �,. `.'.e 'f � .-; � ":r i� _ �.���� �• _.R�f _'tiSY _ s�', ,hr'r. � � _ , �: ! � - .�. 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THE DESIGN IS IN CONFORMANCE WITH THE PURCHASER'S SPECIFIED REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE USING ANSI/TIA-222-G IN ACCORDANCE WITH SECTION 3108 FOR AN ULTIMATE WIND SPEED OF 115 MPH (EQUIVALENT TO A NOMINAL 50 -YEAR MRI WIND SPEED OF 90 MPH). THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT NO. 79-466 DATED 7/20/1979 BY: SOUTHWESTERN LABORATORIES. THE DESIGN REVIEW DOES NOT VERIFY THE SUITABILITY OF THE REFERENCED PRODUCT FOR A SPECIFIC SITE OR APPLICATION. CERTIFIED BY: DATE: 1lyl 7 ► HABIB JIRJIAZOURI 3 85043 #� kw. /ONAC- : �' N F_ /oy2s Products for a Growing World of Technology® PLANS 15 90 MPH 3 -SECOND GUST WIND SPEED 25G 45G 45GSR 55G 65G 25G 45G 45GSR 55G 65G HEIGHT (FT) EPA (SQ. FT) PART NO. EPA (SQ. FT) PART NO. EPA (SQ. FT) PART NO. EPA (SQ. FT) PART NO' EPA (SQ. FT) PART NO. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 10 20 26.8 18.5 21.3 13.4 25SS010 25SS020 60.0 31.3 47.5 22.7 45SS010 45SS020 95 95 84 71 45SR010 45SR020 80 56 79 42 555S010 55SS020 95 95 95 95 65SS010 65SS020 30 7.9 4.1 25SS030 16.1 8.4 45SS030 87 58 45SR030 34 21 55SS030 95 71 65SS030 35 4.4 1.2 25SS035 9.8 3.8 45SS035 76 52 45SR035 25 14 55SS035 80 54 65SS035 40 1.3 45SS030 25SSO40 4.9 - 45SSO40 60 40 45SR040 17 8 55SSO40 62 41 65SSO40 45 0.7 45SS035 59 0.7 - 45SSO45 48 31 45SR045 11 3 55SSO45 48 30 65SSO45 50 - 45SSO40 46 30 45SR040 10 38 23 45SR050 5 65SSO40 55SS050 37 21 65SS050 55 35 22 45SR045 5 29 16 45SR055 20 6555045 50 28 14 65SS055 60 27 15 45SR050 22 11 45SR060 6555050 55 20 7 65SS060 100 MPH 3 -SECOND GUST WIND SPEED 25G 45G 45GSR 55G 65G 25G 45G 45GSR 55G 65G HEIGHT EPA (SQ. FT) EPA (SQ. EPA (SQ. FT) PART EPA (SQ. FT) PART EPA (SQ. Ff) PART EPA (SQ. FT) PART (FT) PART DRAWING NO: DWG -0617 4j. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C NO. NO. NO. NO. NO. 10 20.7 16.4 25SS010 47.4 39.5 45SS010 82 66 45SR010 78 63 55SS010 95 95 65SSIIO 20 14.0 _ 9.9 2555020 23.2 16.9 45SS020 74 55 45SR020 43 1 32 55SS020 95 95 65SS020 30 5.3 2.2 25SS030 9.7 4.8 45SS030 66 43 45SR030 24 14 55SS030 81 55 65SS030 35 2.1 - 25SS035 5.1 0.7 45SS035 59 38 45SR035 17 8 5555035 61 40 6555035 40 1.2 - 45SSO40 46 30 45SR040 10 3 55SSO40 47 29 65SSO40 45 35 22 45SR045 5 55SSO45 35 20 6555045 50 27 15 45SR050 17 �10 6555050 55 20 9 45SR055 J�13 17 6 65SS055 60 13 4 45SR060 11 1 65SS060 110 MPH 3 -SECOND GUST WIND SPEED 25G 45G 45GSR 55G 65G HEIGHT EPA (S Q. FT) (90-110 MPH 3 -SEC GUST, NO ICE) EPA (SQ. FT) PART EPA (SQ. FT) PART EPA (SQ. FT) PART EPA (SQ. FT) PART (FT) PART DRAWING NO: DWG -0617 4j. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C NO. NO. NO. NO. NO. 10 16.5 12.7 25SS010 39.4 31.9 45SS010 67 53 45SR010 63 51 55SS010 95 95 65SS010 20 10.6 7.2 25SS020 18.3 12.3 45SS020 59 43 45SR020 34 25 55SS020 95 81 65SS020 30 3.1 0.4 25SS030 6.5 1.9 45SS030 51 32 45SR030 17 9 55SS030 65 43 65SS030 35 1.7 - 45SS035 45 27 45SR035 11 4 555SO35 48 1 30 65SS035 40 35 22 45SR040 5 55SSO40 35 21 65SSO40 45 26 15 45SR045 25 13 6555045 50 19 9 45SR050 17 �10 7 65SS050 55 13 4 45SR055 - 65SS055 60 7 45SR060 4 - 65SS060 GENERAL NOTES: 1. TOWER DESIGNS ARE IN ACCORDANCE WITH APPROVED NATIONAL STANDARD ANSI/TIA-222-G, STRUCTURE CLASS I, EXPOSURES B AND C, TOPOGRAPHIC CATEGORY I. 2. ALL TOWERS MUST HAVE "FIXED" BASES. PINNED BASES MAY NOT BE USED. 3. TOWER DESIGNS ASSUME TRANSMISSION LINES SYMMETRICALLY PLACED AS FOLLOWS: 25G TOWER - ONE 5/8" LINE ON EACH FACE (TOTAL = 3 45G TOWER - ONE 7/8" AND ONE 1/2" LINE ON EACH FACE (TOTAL = 3 @ 7/8" & 3 @ 1/2") 45GSR, 55G, & 65G TOWERS - TWO 7/8" LINES ON EACH FACE (TOTAL = 6) 4. ANTENNAS AND MOUNTS ASSUMED SYMMETRICALLY PLACED AT TOWER APEX. 5. THE SUITABILITY OF A ROHN STANDARD DESIGN AND STANDARD FOUNDATION FOR A SPECIFIC APPLICATION MUST BE VERIFIED BY THE PURCHASER BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI/TIA-222-G. 6. THE EFFECTIVE PROJECTED AREA AND LINES TO BE INSTALLED MUST NOT EXCEED THE DESIGN VALUES FOR THE STRUCTURE. 7. DO NOT INSTALL OR DISMANTLE TOWERS WITHIN FALLING DISTANCE OF ELECTRICAL AND/OR TELEPHONE LINES. 8. TOWER ERECTnON AND DISMANTLING MUST BE DONE BY QUALIFIED AND EXPERIENCED PERSONNEL. 9. INSTALLATION MUST BE GROUNDED IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. ANSI/TIA-222-G REQUIRES THAT THE RESISTANCE TO GROUND MUST NOT EXCEED 10 OHMS. 10. INSTALL WARNING PLATE (P/N ACWS) IN A HIGHLY VISIBLE LOCATION. 11. FOR FOUNDATION DETAILS AND GENERAL FOUNDATION NOTES, BASED ON ANSI/TIA-222-G PRESUMPTIVE CLAY SOIL, SEE DRAWINGS DWG -0128 AND B090548 RESPECTIVELY. 12. FOR 25G, 45G, 55G, AND 65G TOWER PROFILE DRAWINGS, REFER TO DRAWING NUMBER 25GSS, 45G55, 55GSS, AND 65GSS, RESPECTIVELY. 13. STRUCTURES SUPPORTED ON BUILDINGS OR OTHER STRUCTURES REQUIRE SPECIAL CONSIDERATION. DESIGNS ASSUME STRUCTURES ARE INSTALLED ON LEVEL FLOOR. 14. DESIGN ASSUMES MAINTENANCE AND INSPECTION WILL BE PREFORMED OVER THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH ANSI/TIA-222-6. ALL TOWERS SHOULD BE THOROUGHLY INSPECTED BY QUALIFIED PERSONNEL AND RE -MARKED AS REQUIRED WITH APPROPRIATE DANGER AND ANTI -CLIMB LABELS AT LEAST TWICE A YEAR TO ENSURE SAFETY AND PROPER PERFORMANCE. 15. STANDARD DESIGNS ARE INTENDED TO BE CLIMBED BY SKILLED AND COMPETENT CLIMBERS ONLY. A SAFETY CLIMB SYSTEM, BY OTHERS, IS REQUIRED FOR ALL STRUCTURES TO BE ORDERED SEPARATELY. 16. THE TOLERANCE ON INSTALLED HEIGHT IS EQUAL TO PLUS 1% AND MINUS 1/2%. 17. INSTALLATION MUST BE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING. FILE NO. REVISIONS REV DESCRIPTION I DWN' CHKI APP ]HY I ]DM { JDM PR:Cimus, LLC PO BOX 5999 PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING IS THE PROKRTT OF ROHN. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PMT WITHOUT OUR WRITTEN cONSENT. SELF-SUPPORTING G SERIES TOWERS REV. G EFFECTIVE PROJECTED AREAS (90-110 MPH 3 -SEC GUST, NO ICE) DWN: CHK'D: DATE: JHY JDM 10/12/2012 I ENG'R: SHEET #. HA 1 OF 1 PRJ. ENG'R: PRJ MANG'R: SSM DRAWING NO: DWG -0617 4j. 1v NOTES: 1. REFER TO DRAWING NO. DWG -0617 FOR TOWER EFFECTIVE PROJECTED AREAS AND GENERAL NOTES. 2. REFER TO DRAWING NO. DWG -0128 FOR FOUNDATION DETAILS. 3. REFER TO DRAWING NO. B090548 FOR STANDARD FOUNDATION NOTES. 4. REFER TO DRAWING NO. A810214 FOR FOUNDATION AND ANCHOR TOLERANCE. (4) 1/2" x 13/4" `` -- BOLT ASSEMBLY TYPICAL FLANGE CONNECTION DETAIL 16.75" FACE WIDTH (TYP) o x Of .. Ll = oLn Ul W W tn– tr W 0 (12) 210019GA BOLT ASSEMBLY (TYP) _ % r G.L. 4 d n "�, 45GSRSB - — SHORT BASE (TYP) P/N:45SR010 10' 45GSR SERIES TOWER ASSEMBLY CD X C7 " N24 of = N :N7 ul Ln W d In F- K W 0 P N:45SR020 20' 45GSR SERIES TOWER ASSEMBLY P/N:45SR030 30' 45GSR SERIES TOWER ASSEMBLY rL Ln M F" W J W W IY W 0 F- I Ln X C, Ln E O to Ln fy Ln Ln 00 d (D En V) It v- v PJN45SR035 35' 45GSR SERIES TOWER ASSEMBLY FILE NO. REVISIONS REV DESCRIPTIONJ DWN I CHK I APP n -MOVED NOTE CS 1 JHY MDF HA DATE: 03103I76IS C PRODUCTS,LI.0 PO BOX 5999 PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING IS THE PROPERTY OF ROHN. IT 15 NOT 70 BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT 45GSR SERIES TOWER ASSEMBLY 10'-60' DWN I CHK'D: I DATE: JHY KTL 03/02/2015 ENG'R: SHEET #: HA 1 OF 2 PRI. ENG'R: PRI. MANG'R: DRAWING NO: REV: 45GSRSS 1 ,— - -r En FR (4) 1/2" x 13/4" BOLT ASSEMBLY TYPICAL FLANGE CONNECTION DETAIL L O II H x l7 W 2 J W W V7 of W C) I- o x N O N N N In (D Ln Ln v 16.75" FACE WIDTH (NP) I C)X O In _ EY 2 En U) U7 Ln Ln Ln n Ln I I F- 2 W J W W ul W 0 H P/N:45SR045 45' 45GSR SERIES TOWER ASSEMBLY 0 xo oLjV) v Ln :s I O x N O u F O Ln Ln L �4' O x N O N Ln Ln N 1L.70 Ln v . S P/'N: 45SR0_SO 50' 45GSR SERIES TOWER ASSEMBLY i Ln x oI^ a ce V) C) L9 .,r .,rLn o(9Ln ul Ln Ln X NON L IY IIry�((9 _ Ln Wv J W W V7 IY W O O x N O ' N !Y O i-.7 Lr) LF, � v • s P/N:45SR055 55' 45GSR SERIES TOWER ASSEMBLY o x N O U) N (DUl U1 v h- 0 1.0 O x N O ceN N Ln � Ln Ln c r P/N:45SR060 60' 45GSR SERIES TOWER ASSEMBLY FILE NO. REVISIONS REV, DESCRIPTION DWNJ CHK (12) 210019GA REMOVL-D NOTE N5 BOLT ASSEMBLY (TYP) 1 — G. L. HA DA7F:. BBID3}�¢1S 45GSRSB ' •_- '' SHORT BASE (TyP) P/N:45SR040 40' 45GSR SERIES TOWER ASSEMBLY I C)X O In _ EY 2 En U) U7 Ln Ln Ln n Ln I I F- 2 W J W W ul W 0 H P/N:45SR045 45' 45GSR SERIES TOWER ASSEMBLY 0 xo oLjV) v Ln :s I O x N O u F O Ln Ln L �4' O x N O N Ln Ln N 1L.70 Ln v . S P/'N: 45SR0_SO 50' 45GSR SERIES TOWER ASSEMBLY i Ln x oI^ a ce V) C) L9 .,r .,rLn o(9Ln ul Ln Ln X NON L IY IIry�((9 _ Ln Wv J W W V7 IY W O O x N O ' N !Y O i-.7 Lr) LF, � v • s P/N:45SR055 55' 45GSR SERIES TOWER ASSEMBLY o x N O U) N (DUl U1 v h- 0 1.0 O x N O ceN N Ln � Ln Ln c r P/N:45SR060 60' 45GSR SERIES TOWER ASSEMBLY FILE NO. REVISIONS REV, DESCRIPTION DWNJ CHK APP REMOVL-D NOTE N5 1 JHY MDF HA DA7F:. BBID3}�¢1S co PRI,7pU 75, I E. t. PO BOX 5999 PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT 45GSR SERIES TOWER ASSEMBLY 10'- 60' DWNCHK'D: DATE: JHY KTL 03/02/2015 ENG'R: SHEET #: HA 2 OF 2 PRI. ENG'R: PRJ. MANG'R: DRAWING NO: REV: 45GSRSS 1 3"-11" 7'-9" Y-11" CENTROID OF TOWER t r � � 4_1 7-9" VIEW 6 1/2" MIN GROUND LEVEL -------------- {- --i---- - GENERAL NOTES I� 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL REVISIONS REV, DESCRIPTION OWN CHK APP ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PARAMETERS II � II ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. II`� 11 4`-0" T-6" B) ALLOWABLE SOIL BEARING PRESSURE AT 3.5 FT DEPTH = 1,500 PSF. I II C) GROUND WATER TABLE IS AT OR BELOW FOUNDATION DEPTH. D) MAXIMUM FROST PENETRATION DEPTH LESS THAN FOUNDATION DEPTH. 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE 2" MIN I I �------- ° NOTED, THE LATEST REVISION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE (8) NO. 7 HORIZ. BARS EQUALLY SPACED EACH WAY, TOP & BOTTOM (32 TOTAL) ELEVATION VIEW FACTORED REACTIONS Maximum O.T.M = 42.90 FT -K Total Tower Wt = 2.13 KIPS Total Shear= 1.66 KIPS CONCRETE VOLUME Max. Shear/Leg = 0.91 KIPS PAD = 8.9 cu.yds. Max. Ten./Leg = 34.95 KIPS Max. Comp./Leg = 36.20 KIPS FILE N0. GENERAL NOTES 222721 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL REVISIONS REV, DESCRIPTION OWN CHK APP ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. A) ULTIMATE SOIL BEARING PRESSURE AT 3.5 FT DEPTH = 3,000 PSF. B) ALLOWABLE SOIL BEARING PRESSURE AT 3.5 FT DEPTH = 1,500 PSF. C) GROUND WATER TABLE IS AT OR BELOW FOUNDATION DEPTH. D) MAXIMUM FROST PENETRATION DEPTH LESS THAN FOUNDATION DEPTH. 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 3. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 4. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE. AS A MINIMUM, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI IN 28 DAYS. 5. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. 6. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. 7. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. 8. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES (76 MM) UNLESS OTHERWISE NOTED. APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH (76 MM) MINIMUM COVER ON REINFORCEMENT. 9. FOUNDATION DESIGN ASSUMES STRUCTURAL BACKFILL TO BE COMPACTED IN 8 INCH (200 MM) MAXIMUM LAYERS TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 110 POUNDS PER CUBIC FOOT (17 KN/M3) 10. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL REPORT NO. 79-466 DATED 7/20/1979 BY SOUTHWESTERN LABORATORIES. 11. FOUNDATION DEPTH INDICATED IS BASED ON THE GRADE LINE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION. 12. FOUNDATION DESIGN ASSUMES LEVEL GRADE AT STRUCTURE SITE. 13. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL REPORT CONCERNING VERIFICATION OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO PLACEMENT OF CONCRETE. 14. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. 15. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES, RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. 16. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION PRODUMS LLC MATERIALS, INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. PO BOX 5999 17. FOR FOUNDATION AND ANCHOR TOLERANCES SEE DRAWING A810214. PEORIA, IL - TOLL FREE 800-720-727-ROHROHN 18. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. 19. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS, OUR WRITTEN CONSENT. INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR CORPUS CHRISTI ELECTRONICS DURABILITY OF THE FOUNDATION. SURFACE MAT 20. CONCRETE PREFERABLY SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHEN FORMS ARE NECESSARY, 30' 45GSR TOWER THEY SHALL BE REMOVED PRIOR TO PLACING STRUCTURAL BACKFILL. SOUTHLAKE TERMINAL, TX 21. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A FLOATED OWN: AS CHK'D: DATE: 8/14/2017 FINISH. AREA INSIDE LIMITS OF ANCHOR BOLTS SHALL BE LEVEL WITH A SCRATCHED FINISH. 22. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X 3/4" (19MM X 19MM) MINIMUM.ENG'R: SHEET' NOTE: SEE STRUCTURE ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE EMBEDMENT 1 o: 1 PRI. ENG'R: PR]. MANG'R: DRAWING NUMBER. AS DRAWING NO: REV: 222721-01-F1 , .. 0 Customer: CORPUS CHRISTI ELECTRONICS Project: 30 FT 45GSRSS U�__ Site: SOUTHLAKE TERMINAL, TX EM Engr. File: 222721 Build Code: ANSI/TIA-222-G-2005 Products Mat Foundation ver.2.2.9 Design Parameters Foundation Thickness, ft Load Case Description 1 2 3 4 5 Service Total Moment, ft -kis 42.90 42.90 Offset, in Total Shear, kis 1.66 1.66 Blow Count Total Tower Wt, kis 2.13 1.60 Submerged Unit Wt, pcf Max. Uplift, kis .34.77 34.95 Cohesion, ksf Shear„ki s. 1.00 1.00 Water Depth, ft Max Download, kip s` ' 36.20 36.02 _ Ult Bearing Capacity, ksf Shear .91 .91 Soil L.F. 1.20 0.90 Concrete L.F. 1.20 0.90 Foundation Thickness, ft Ht. AGL, ft 0.50 Depth, ft. 3.50 Tower Batter, in/ft Face Width, ft 1.40 Offset, in .00 Soil N/A Blow Count N/A In lace Unit Wt, pcf 110.00 Submerged Unit Wt, pcf 60.00 Friction Angle, 0, deg. 30.00 Cohesion, ksf N/A Uplift Angle, deg. 30.00 Water Depth, ft None Ult Bearing Capacity, ksf 3.00 Results MN - Parallel Axis MN - Diagonal Axis Moment - Interaction Ratio 0 VN - Lateral Load Lateral Load - Interaction Ratio Mat Thickness, ft 4.00 Width, ft 7.75 EA, in 15.00 Batter, in/ft 0.00 Concrete 28 Day Strength, ksi 4.50 Dry Unit Wt, pcf 150.00 Wet Unit Wt, pcf 88.00 98.67 ft -kips 98.26 ft -kips 0.504 8.93 kips 0.186 Final Mat Dimension : 7.75 x 7.75 x 4.00 ft. thick Final Pocket Dimension : Pockets not required f Total Volume of Concrete : 8.9 yd; Designed By: AS Date: 14 Aue.17 (c) 09:32 AM Rebar Fv Vertical, ksi 60.00 Circular, ksi 60.00 Horizontal, ksi 60.00 Checked By: Date: I vv Pare i PLANS 20 Customer: CORPUS CHRISTI ELECTRONICS Project: 30 FT 45GSRSS Site: SOUTHLAKE TERMINAL, TX Engr. File: 222721 Build Code: ANSI/TIA-222-G-2005 Products Mat Foundation ver.2.2.9 OTM Capacity Controlling Load Case: 2 [Wind w/Min. Dead Load] Foundation Width = 7.75 ft Mu = 49.5 ft -kips MN, ft -kis x, ft N bur P arallel 98.7 1.952 0.252 3.00 agonal 98.3 3.889 1 0.355 3.00 CMN= 98.26 ft -kips IRatio = 0.504 ON = 8.93 kips IRatio = 0.186 Malt Desin Y, = 150.00 pcf M. -ant ft-kine/ft I Rhear- kins/ft Exterior PS PSO DownLoad Uplift Download Uplift x ft Slab N 6R, ksf kis kis Side Side Side Side Parallel 5.566 0.718 1.05 0.00 0.00 1.96 3.84 1.20 2.35 Diagonal 6.808 0.621 1.06 0.00 0.00 1.20 2.19 1.00 1.83 Moment, ft-kips/ft Interior DownLoad Uplift Slab Side Side 2.49 .23 Shear, kips/ft Download Uplift Soil Pressure _ Side Side Termination 3.59 2.74 .00 Punching Slab Moment, ft-kips/ft Download 0.030 Slab Shear, kips/ft Uplift 0.061 Description Shear Interior 15.79 Ede 14.03 Corner 10.59 Interior 15.79 Ede 14.03 Corner 10.59 _ ,m bo, ft Vsu, psi 4.44 5.00 6.62 4.29 4.83 6.39 2 -Way Shear Vc, psi 228.08 228.08 228.08 228.08 228.08 228.08 IR 0.02 0.02 0.03 0.02 0.02 0.03 Mu,, ft -kips N/A N/A Moment transfer to slab Be, ft N/A N/A Mu, ft-kips/ft - N/A N/A Edge Distances: a = 3.07 ft. b = 3.18 ft. c = 3.47 ft.. Summary Max.Value Utilization Slab Moment, ft-kips/ft 3.84 0.030 Slab Shear, kips/ft 3.59 0.061 Punching Shear, psi 6.62 0.029 Soil Bearing Required, 6u R, ksf 1 1.41 1 0.471 Mat Reinforcement Min. Steel Area (Strength) .018 in /ft. Min. Steel Area (Temperature) 518 in /ft. Steel Strain Actual 0.063 Minimum Steel Strain Required 0.005 8 - #7 Horizontal bars equally spaced @ 12.43 in., each way, top and bottom, total of 32, A, = 0.621 inZ/ft Designed By: AS Date: 14 Aug,17 @ 09:32 AM Checked By: Date Page ii PLANS 21