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Home My WebLink AboutCNEW2006-00844*Pendaffe)C /3Esselte R 752113 10% P4 h, q Date2 Permit # `t Project Name fNOO L-- ,nm(/C COMMERCIAL CO Planning (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Molly Hitchcock, Trey Fletcher) Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services I l� (Tony Michalsky) Miscellaneous Notes Gina Southerland - Re: Calling in for finals @ 3400 Long mire dr (F addition to cell tower site AAt communications Page 1 From: Eaphrame Thomas To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Brittany Korthauer; Carol Cotter; Chris Haver; Donnie Willis; Eric Dotson; Eric Hurt; Gina Southerland; James Boykin; Jennifer Prochazka; Jennifer Reeves; Jerry Duffey; Jerry Jones; John Logan; Kim Wolfe; Lindsay Boyer; Molly Hitchcock; Pete Garcia; Robert Bumpurs; Steve Smith; Tony Michalsky; Trey Fletcher; Wally Urrutia; William Ethridge Date: 5/19/2006 4:21:14 PM Subject: Re: Calling in for finals @ 3400 Longmire dr (F) addition to cell tower site AAt communications They are good with W/WW Environmental Services no Issues. Eaphrame A. Thomas Environmental Technician City of College Station Public Utilities and Environmental Services 979.764.6342 Have A Bless Day! >>> Gina Southerland 5/18/2006 12:26 pm >>> Bp# 06-844 Are there any issues? Gina Southerland Customer Service Rep. City Of College Station 1101 Texas Ave. 979-764-3570 g-Isoutherlandacstx.gov CC: Eaphrame Thomas Gina Southerland - Re: Calling in for finals @ 3400 Longmire du(f) addition to cell tower site AAt communications Page 1 From: Steve Smith To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Brittany Korthauer; Carol Cotter; Chris Haver; Donnie Willis; Eaphrame Thomas; Eric Dotson; Eric Hurt; Gina Southerland; James Boykin; Jennifer Prochazka; Jennifer Reeves; Jerry Duffey; Jerry Jones; John Logan; Kim Wolfe; Lindsay Boyer; Molly Hitchcock; Pete Garcia; Robert Bumpurs; Tony Michalsky; Trey Fletcher; Wally Urrutia; William Ethridge Date: 5/18/2006 1:27:27 PM Subject: Re: Calling in for finals @ 3400 Longmire dr (F) addition to cell tower site AAt communications Good through fire OK for CO >>> Gina Southerland 05/18/06 12:26 PM >>> Bp# 06-844 Are there any issues? Gina Southerland Customer Service Rep. City Of College Station 1101 Texas Ave. 979-764-3570 glsoutherlanda-cstx.gov Gina Southerland - Re: Calling in for finals @ 3400 Longmire dr F addition to cell tower site AAt communications Page 1 From: Tony Michalsky To: Gina Southerland Date: 5/18/2006 8:57:43 PM Subject: Re: Calling in for finals @ 3400 Longmire dr (F) addition to cell tower site AAt communications okay with us >>> Gina Southerland 05/18/06 12:26 PM >>> Bp# 06-844 Are there any issues? Gina Southerland Customer Service Rep. City Of College Station 1101 Texas Ave. 979-764-3570 alsoutherland(ccDcstx.gov PREPARED 5/18/06, 12:00:29 INSPECTION TICKET PAGE 22 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 5/18/06 ------------------------------------------------------------------------------------------------ ADDRESS . : 3400 LONGMIRE DR F SUBDIV: TENANT, NBR: CRICKET COMMUNICATIONS CONTRACTOR FENI LLC PHONE (713) 865-3889 OWNER PHONE PARCEL - - APPL NUMBER: 06-00000844 COMMERCIAL, STRUCTURES OTHER THAN BUILDINGS ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B125 01 5/18/96 BLDG, FINAL TIME: 17:00 r l� /0(3 OP CAL May 18, 2006 11 : 05 :48 AM glsouth -------------------------------------- COMMENTS AND NOTES-------------------------------------- m Date: 5/18/2006 Inspection Comments for Finals Permit Year: 6 Permit Number: 844 Address: 3400 LONGMIRE DR Type Inspection Type Code status Inspection Result Comments Description E150 ELEC, FINAL IC May 16, 2006 11:44:44 AM bkorthauer E155 ELEC, NEW SERVICE IC May 16, 2006 11:44:26 AM bkorthauer Page 1 City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/16/06 Parcel Number Property Address . . . 3400 LONGMIRE DR F COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description . . . Property Zoning . . . . COMMERCIAL INDUSTRIAL r Contractor . . . . . . FENI LLC 713 865-3889 Application number 06-00000844 000 000 Description of Work COMMERCIAL, STRUCTURES OTHER THAN BUILDINGS Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . UTILITY AND MISCELLANEOUS Flood Zone . . . . . . Approved C Bui ding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Gina Southerland - Calling in for finals @ 3400 Longmire dr F) addition to cell tower site AAt communications Page 1 From: Gina Southerland To: CO Group Date: 5/18/2006 12:26:32 PM Subject: Calling in for finals @ 3400 Longmire dr (F) addition to cell tower site AAt communications Bp# 06-844 Are there any issues? Gina Southerland Customer Service Rep. City Of College Station 1101 Texas Ave. 979-764-3570 glsoutherland@cstx.gov MAR 2 S 2006 LC5� ALASKAN NATIVE College 8ta*n L4111fin Mapping / Piauming & Project Reviewed for compliance ❑ No Corronenls BROADBAND CO—fW Naves on Plans / Sheets 4 SITE NAME: CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE tiPER NOTES ON PERMIT NO COMMENTS ffA PER NOTES ON PLANS/SHEETS BY _/5/Ke4a j;t DATE 3IT b :ROCK RRA-1RIE NEW EQUIPMENT_AND_NEW ANTENNQS_ON.AN.EXISTING 950' MONOPOLE? ENGINEERS STERLING ENGINEERING & DESIGN GROUP 7171 HWY 6 N. STE. 201 HOUSTON, TEXAS 77095 281.583.7098 281.583.5495 BART BARROW SURVEYOR PLANNING ELECTRIC CITY PUBLIC SERVICES TELCO VERIZON VENDOR FENI JOHN D. DOUGLAS CELLJOHN.D713.515.3497 JOHN.DOUGIAS®FENI.COM OFENI 7171 HWY 6 N. STE. 207 HOUSTON. TEXAS 77095 PHONE: 281M,5.6646 FAX: 281.593.5495 A WWW.FENLCOM CONSULTANT TEAM SITE NUMBER: CLL-011-� CITY OF COLLEGE STATION Building Inspection Department Received 3 /-2- Reviewed .122 if Every source of contamination or possible contamination from any contaminant which originates from or is located at a residential or commercial establishment, that is connected to any public water supply or that provides water to the public, shall be equipped with the protection required under the provisions of the City of College Station Plumbing Code and/or the most recent Manual of Cross -Connection Control, published by the University of Southern California Foundation for Cross -Connection Control and Hydraulic Research.. /Rk/4,A77,3),d Sy.iTtnt. elf AJS774tc.tW 1Kj ST ff i1 ye at e-KFC4w ?,L-"CXlo.✓• ENV. SJCi. AtOAtftl 09/olAJA4— /JAf '46-Oo rer 3 —Z 2.Ofi SITE NAME: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESEir�` ROCK PRAIRIE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE Ll T SITE NUMBER: CONSTRUCTION DESCRIBED HERIN. ALL DOCUMENTS ARE SUBJECT TO CLL-011-A REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE ° <a�'! �.�# CHANGES OR MODIFICATIONS. a o' �'° � SITE ADDRESS: 1. 3400-F LONGMIRE DR.>�"S�!y, COLLEGE STATION, TX. Lok: 96, 1r z3 W (NAD83) B3) LAT.: 30' 35' S N VA CRICKET PROP.: ' ELEV.: 313' NAVD BS) A.P.N. or PARCEL j: DATE: ZONING DISTRICT: CRICKET R.F.:'� LANDLORD DATE: Lp:� MT coVWuNrATIoNs CORP. �_ t 2097 NORTH COLLINS BLVD STE. 150 RICHARDSON, TX. 75M CRICKET NetOps: DATE: LOCATION MAP APPLICANT: ALASKAN NATIVE BROADBAND CRICKET CONST.: _. FROM DOWN TOWN W,AR JONATHAN FRYE SITE DEVELOPMENT MANAGER DATE: 440 BENWAR DR., SUITE 3325, MOBILE: 214-404-8855 START OUT GOING NORTHEAST ON GRAHAM RD TOWARD FRONTAGE RD W. 0.6 HOUSTON. TX 77060, OFFICE. 281-931-5402 INTERCONNECT: MIS BUILDING CODE: DATE: TURN LEFT ONTO FRONTAGE RD W. 0.3 MILES TURN LEFT ONTO ROCK PRAIRIE RD. <0.1 MILES USE GROUP: U (UTILITY) TURN RIGHT ONTO LONGNIRE OR 0.1 MILES CONST. TYPE: TOWER — 2C BUILDING — INDUSTRIAL UNIT SO. FDOTAGE: 326 CRICKET SITE DEV, MGR. END AT 3400 LONGMIRE DR COLLEGE STATION, TX 77U5—%62, US DATE: ADA COMPLIANCE FACILITY IS UNMANNED AID NOT PROPERTY OWNER.: FOR HUTAAN HABITATION DATE: THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC PLANNING: REGULATORY REQUIREMENTS DATE: PROJECT SUMMARY APPROVALS t SITE DIRECTIONS SHT' NO. DESCRIPTION T-1 TITLE SHEET A-1 ARCHITECTURAL SITE PUN A-2 SITE ELEVATION A-3 SECTIONS AND DETAILS E-1 ELECTRICAL PUN E-2 SINGLE LINES AND DETAILS E-3 ANTENNA SCHEMATIC G-1 GROUNDING PUN & DETAILS GROUNDING DETAILS GROUNDING DETAILS F GENERAL NOTES GENERAL NOTES GENERAL NOTES GN-4 GENERAL NOTES SHE INDEX i Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-54. C CHRISTOPHER R HILLMAN ......%............................... -o • 93952 •:s* T .i xr s se h e StD.oup ond shoulr It used, iur a T. sc d s ee e s ptirnis 01 P%r!Yi.v .'ii4.iip,ocess"-17 vr!C UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESSI 3400—F LONGMIRE.DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO —LOCATE DRAWING TITLE: TITLE —SHEET ALASKAN NATIVE BROADBAND REVISIONS rn: DATE NOI DESCRIMVN J-1 I 2 ' 0 2 ' 4' 6' W!Evm� SCALE: 1/8"= 1'-0' EXISTING WOODEN FENCE �x -X �EXISTING 12' GATE EXISTING DRIVEWAY _X _X _X _X PROPOSED BTS CABINET ANB TO UTILIZE EXISTING ON PLATFORM � ELEVATED COVERED PLATFORM REMOVE EXISTING EQUIPMENT FROM PLATFORM A xI -X-X-X-X-X-x-x-x-x-x-x-x-x EXISTING UTILITY RACK EXISTING CHAIN —LINK FENCE WITH 3 STRANDS OF BARBED WIRE ON TOP REVISIONS Sterling Engineering Design Group 7171 H.wT 6 Ncfth, Suite 201 Houston, Texas 77095 P:t'2811583-7088 IF:(281)583-5491 c .....•.............................. CHRISTOPHER P. HILLMAN ................................ A% 93952 50] priettary 0 NOT bi,4d: dl::„icuied or d:%Irs-d *fl I,-, mnt� 'he rn 1.tw. nerein :S pft of r.- wl PA N:_ P_ NOIN^ UNAUTHORIZED moteriol ' USE E �Rr'COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-01 1 —A SITE ADDRESS, 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPEt CO -LOCATE DRAVING TITLE, ARCHITECTURAL SITE PA ALASKAN NATIVE BROADBAND 2f DESCRIFWN SLOT FOR ADJUSTABLE GROUNDING BAND DAMP CLAMP T 1/4'-20 HARDWARE 6 GROUND LEAD GROUNDING CLAMP IV ASSEMBLY FIGURE 1 FIGURE 2 TYPICAL WEATHERPROOFING DETAILS PUTTY TAPE FIGURE 3 MAST SHALL EXTEND A /2 GREEN STRANDED MIN. OF 4' ABOVE TOP CADWELDED 5' FROM TOP OF ANTENNA OF ANTENNA MAST FROM f�i�UPPER GROUND BAR ANTENNA P_2 DOWNTILT BRACKET 3/8' O.D. MOUNTING PIPE 1/2- COAX JUMPER ANTENNA DETAIL MINIMUM OF 757 OR OBSTRUCTIONS MUST BE 270' IN ANY DIRECTION BELOW 15• GPS MINIMUM SKY NEW REQUIREMENTS NOTES: 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4- DIAMETER, SCHEDULE 40, GALVANIZED STEEL DR STAINLESS STEEL PIPE THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL 0T BE USED. THE CUT PIPE END SHALL BE DEBURRED AND S NTH IN ORDER TO SEAL AGAI THE NEOPRENE CASKET ATTACHED TO THE ANTENNA LINT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT 6 WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA 6 WITHIN 2 DEGREES OF LEVEL 4. DO NOT SWEEP TEST GPS ANTENNA CAD 1 #2 AWG BCW BUS BAR MOUNTED TO ICE BRIDGE POST /2 AWG BCW GPS DETAILS FIGURE a ELECTRICAL TAPE OVER MASTIC TAPE TAPE 16 GROUND LEAD IC TAPE 2 84RRELL HYDRAULICALLY CRIMPED CONNECTION IF REQUIRED BY ANTENNA O CONFIGURATION, EXTEND LEAD W/02 CONDUCTOR TO GROUND BAR GROUNDING CLAMP FIGURE 5 FIGURE 6 ANTENNA INFORMATION MNT POS I TX/ RX ANT MFG ANTENNA MODEL DOWN TILT (DEG) DOWN TILT (ELE) AZIMUTH (DEG) FEEDLINE SIZE (IN) COLOR CODE BASE HEIGHT (FT) A I MID TX1/RX1 CSA PCSA065-19-2 Or E-2 39 7/8 YELLOW/DRANGE 116' EST. B C MID RX2 GSA PCSAD65-19-2 V E-2 30• 7/8 YELLOW/WHITE 115' EST. D MID TX1/RX1 EMS MO-18-02 I V E-2 1 150' 7/8 RED/DRAW F MID RX2 EMS RV90-18-02 P E-2 150' 7/8 RED/WHRE G MID TX1/RX1 EMS RV9D-18-02 0 E-2 270' 7/8 GREEN/DRANGE r15'EST.E H MID RX2 EMS RV90-18-02 0' E-2 27T 7/8 GREENAHRE ANTENNA INFORMATION x• � w�V -GPS ANTENNA 1-1/4.0 SCH. 40 STAINLESS STEEL OR GALV. PIPE PIPE CAP 3 1/2- DLA. ICE BRIDGE SUPPORT PIPE (EXTENDED) li Sterling Engineering W Design Group 5 7171 Hwv 6 NMIT, Suite 201, Houston, Texas 77095 P(281)583-7088 F:i281)583-549 t .k . ................................. CHRISTOPHER P. HILLMAN .......93952 .....:�5 7 1 UIVf IULIV I III 61-IUL .JLURL I J e l:t 1 elofv w dr. EnQimq� s L om N10, J -..IO; 1F ..> E ,•I.eci0r.. ^e "IOrm;:t;a' ?i^ [ port OI .. Q o UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 (GAMMA SECTOR) k 27D' o D q� Foy REO� P }`L ANTENNA ALIGNMENT NOTES: 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS, PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 1 1/4- PIPE TO 3- 2. CONTRACTOR SFWl VERIFY THE DOWNDLT OF EACH ANTENNA WITH A DIGITAL LEVEL PIPE CLAMP 3. CONTRACTOR TO CONFIRM COAX COLOR COMING PRIOR TO CONSTRUCTION. 4. COLOR BINDING SHALL BE 2' WIDE ON THE MAIN LINE �5 WRAP MIN.). SPACING TO BE 1' BETWEEN COLORS. COLOR BAND ON JUMPERS 1 WIDE WITH 1' SPACE. START COLOR BANDS 2' BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO END CONNECTOR. —GROUNDING KIT 1/2'0 COAX CABLE MINIMUM SENDING RADIUS PER MANUFACTURER'S STANDARD j6 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) —� —TO GROUND REVISIONS ANTENNA ORIENTATION 191 DAB DESCRIPrnON SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS, 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 TYPE, CO -LOCATE DRAWING TITLE, SITE ELEVATION ALASKAN NATIVE BROADBAND 3 14 A-2 0 xvno w r 0 0 0 ICE BRIDGE SUGGESTED EQUIPMENT ARRANGEMENT NOTE: THESE DRAWINGS DO NOT CERTIFY THE PLATFORM STRUCTURE, ONLY ITS CONFIGURATION. EQUIPMENT PLATFORM DETAIL 11 L3 : 3 x 3/8 VAU,IONT CLUSTER SUPPORT BRACKET No. B1258 OR APPROVED EQUAL LATTICE COAX SUPPORT ! IM U—HULI POST )AX CABLES THREADED ROD P601090 HEX NUT P0600400 FLAT WASHER P0133117 PLATE WASHEk P069189E GRATED PLATE WASHEF P06918K FLAT WASHER P0133117 -1131 BTS ANCHOR TO PLATFORM CONCRETE GENERAL NOTES: STRUCTURAL STEEL 1. SPECIFICATIONS: BUILDING CODE REOUIREMENTS FOR 1 ALL STRUCTURAL STEEL WORK SHALL BE 1N REINFORCED CONCRETE — ACI 318 LATEST REVISION. ACCORDANCE WITH THE 'SPECIFICATIONS FOR 2. STRUCTURAL CONCRETE: 30M PSI MINIMUM COMPRESSIVE STRUCTURAL STEEL BUILDINGS' (LATEST EDBIDN, STRENGTH AT 28 DAYS, TYPE I CEMENT, WITH 6% AS REVISED) OF THE RISC. + 1% AIR ENTRAINMENT. AND W/C RATIO OF 0.45 MAXIMUM. 2. ALL STRUCTURAL TO BE ASTM A36. LATTICE TOWER 3. REINFORCING STEEL INTERMEDIATE GRADE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A615, 3. ALL STRUCTURAL STEEL TO BE GALVANIZED ASTM INCLUDING THE SUPPLEMENTARY REQUIREMENTS Si, GRADE 123. ALL BOLTS, FASTENERS AND HARDWARE TO 60 (FY— 60,000 PSI) WELDED WIRE FABRIC ASTM A185 BE GALVANIZED ASTM A153. 4. MINIMUM COVER: 1 1/2' FOR BARS J5 OR SMALLER, 3' FOR CONCRETE DEPOSITED AGAINST GROUND. 5. LAP SPLICES ARE NOT PERMITTED UNLESS SHOWN ON THE DRAWINGS. THE MINIMUM LENGTHS OF LAP SPLICES SHALL BE AS SPECIFIED IN SECTION 12.15 OF THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 6. BACKFILL SHALL BE THOROUGHLY COMPACTED AT FOUNDATIONS IN 9' MAXIMUM UFTS UNIFORMLY AROUND TO 95% MODIFIED INSTALL 2V WIDE DENSITY CABLE LADDER 7. BEFORE PLACING CONCRETE,CHECK ELECTRICAL DRAWINGS FOR INTERFERENCES AND OMISSIONS. & CHAMFER ALL EXPOSED EDGES 3/4' r 45. 12 - Sterling Engineering Design Group 7171 HwT 6 Ncrth, Suite 201 PO LYM ETR I C Houston, Texas 77095 ISOLATION BUSHING P:281)583-7088 F:(281)583-54� P0649172 ^ C I MW DEFRAME ....................................... CHRISMPHER P. HILLMM .� ::......93952 ............,. 5 ..'CENSEO,� �<vSxx j,'�ii ��NAL .ENG' V • HEX NUT P0600400 -:,F ;.!�;•�fi'{C' :ic^i �.>:) ^"£^ :S ;Or;; :'ielrr: 'a4'It: OTTOM SIDE OF -err En i -q s. i LLCond< '' ° = S RATED PLATFORM rrL erm:<cer:, re ::-m,t;,... erz�r :< esi et c `'PA. -��- PENDIr^ Al ;T , ' UNAUTHORIZED USE OR�6PYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESSI 14 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO -LOCATE DRAWING TITLE, SECTIONS AND DETAILS ALASKAN NATIVE BROADBAND REVISIONS DATE 0 DESCRIPTION I L , EXISTING TELCO Bnx ON H-FRA EXISTING EQUIPMENT PLATFORM I I I I 3" CDT. y` ELCO) j —T—T—TT NEW PTC PANNE L ON H-FRAME NEW TRENCH FOR �2__pOWER AND TELCO T—T—T—T—T—T—T—TT—T— 3" CDT. (POWER) F_ � EXISTING � EQUIPMENT i PLATFORM NEW METER II II x PROPOSED BTS CABINET II I ON PLATFORM X o -- X �ISV 150' 0P EXISTING EQUIPMENT PLATFORM I Sterling Engineering 1.7t. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-549,� c X " ' 1 .................................., CHRISMPHER P. HILLMM ��s:...........: 93952'Q X X 04 I I I I -- -- X �X X X X X X X X X X X X X X X X X X ENLARGED SITE PLAN ABBREVIATI❑NS AFF AMgO /E FI ISHED FL OR RE INTERRUPTI G CAPACITY AIC AWG AgMMP — AMEERICA� WIRE GAUG CKR — CONDUIT CKT — CIRCCCI IT CDT. — CONDUIT GPS — GLOBAL POSITIONING SYSTEM H. I HEIGHT —LO CB —ILC�jIURRCUINT BREAKER rA EC ELECTRICAL CODE — ERAL P. — POLE V — VOLTS PH. — PHASE ELECTRICAL PLAN SYMBOLS —D METAL HALIDE FLOOD LIGHT A-WP SINGLE POLE TOGGLE SWITCH - M. H. = 48'AFF /#+--, HOMERUN TO PANEL WP IRGFI DUPLEX RECEPTACLE- 2OA- 125V, MOUNTING 18' AFF. 'GFI' DENOTES GROUND FAULT CIRCUIT INTERRUPTOR TYPE 'WP' DENOTES WEATHERPROOF COVER o EMBEDDED CONDUIT STUB -UP O GROUND ROD - 5/8" ■ 10'-0" LONG WITH CAD LD GROUND CONNECTION. ■ CADWELD CONNECTION — G — EMBEDDED /2 SOUD TINNED COPPER ® GROUND TEST WELL 5 REVISIONS I. mIULIVIIHL —(//CHUG JLUMLIJ Ti ^.% ';1,:';f ",tPi:". is y;':;'; 1j.' Nlt" e f: .: Ls C;!t of TE'JT .:.'avh UNAUTHORIZED USE OR,COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO —LOCATE DRAWING TITLE: ELECTRICAL PLAN ALASKAN NATIVE BROADBAND CPH 'iJ DATE DESCRIPTION NOTE: 1. 25 PAIR TELCO CABLE TO BE PULLED FROM PTC CABINET TO BTS WILL HAVE 10' ROLLED BTS UP AFTER STUB UP AND COVERED WITH DUCT CABI Ei TAPE. 2. 6' OF POWER AND GROUND TO BE ROLLED UP ICE BRIDGE POST, AND COVERED WITH DUCT TAPE. CONCRETE CROWN NBACNSECTOKBOARDR POST OR TRASUPPORT POST 00 r- FINISH GRADE `I I F`" ,AUGURED HOLE '—WIRE BRUSH & SOLVENT CLEAN EMBEDDED PORTION OF PIPE AS REQUIRED TO REMOVE ALL GREASE, LOOSE SCALE AND ALL MATERIAL 12'0 DELETERIOUS TO CONCRETE BOND FOR cWN "TioN 4i ENLARGED PUN ON DWG E-1 PLATFORM ELEVATION 111 POST FOUNDATION DETAIL 13 FEEDER SCHEDULE 01 3* C. FOR TELCO Nam: 3-1/C #3/0 & 1-1/C #6 GND - 3" C. ALL ELECTRICAL ENCLOSURE Q3 3-1/C 14 & 1-1/C #4 GND - 2' C. TO BE NEVA 3R 04 1-1/C #2 BARE CU - 1/2' C. 3' DIA PIPE ( 2" C. FOR TELCO CABLES WELINESR, COORDINAD. TE CAP (�) 4 6' WITH ELECTRIC COMPANY / 2 SERVICE ENTRANCE POWER METER/DISCONNECT PANEL 40Qk 200A FUSIBLE GENERATOR f DISCONNECT (FURNISHED TP RECPT. BY SUBCONTRACTOR) 200A PC ENCLOSURE TELCO PANEL DISC. W/SPARE CABLE v I GRADE O EX 1 S T / 1,3 6 1 GL -#T I ��'rOg POyJ 4 J"'1 A) rJ 1 S G 0 0 AlEGT J"1 V S T �6R6UND ROCI �(� u U TO EMBEDDED GROUND LOOP IF AT) L T/ `/.S _S�'92v) GE w ov-t, S v K 1-l7ss (p CINf;I F I INF nIA(;RAtut 2 UTILITY RACK 200A GENERATOR Prc GANNET RECEPTACLE ad POWER BOX RT PIPE( SIZE,, SPACING, AND (SEE NOTES RACK ODETAIL 3X2) LINISTRUT RACK NUMBER TO ACCOMMODATE EQUIPMENT 3' DIA. GALV. PIPE 10' TELCO BOX LONG BURRIED 3.5' DEEP RACK SUPPORT PIPE 3* DIA. GALV. PIPE 10' LONG BURRIED 3.5' DEEP RACK SUPPORT PIPE 12' DA. X 42' DEEP GONG. FOOTING TYPICAL FOR (2) RACK SUPPORT PIPES (SEE NOTES DETAIL 3 E2) REVISIONS T. W -/ j Sterling Engineering taL Design Group 7171 F,,AT 6 Ncr h, Suite 201 Houston, Texas 77095 P:j281)583-7088 F:(281)583-549' / 1 PIA.4 �t .....................................� . CHRISMPHER R HILLMM 1..........93952......t�s •tttiS1ONAL .f�N�� CONFIDENTIAL — DE SECRETS „r„ zr:il> EnrineaiGg x g4GD e LLC sn ui a Fd; ed d:ld. eii:a Jst. t;c ayat=^ :eprl ':e cama'.r ^zre:a is O0t _tM UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011-A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: SINGLE LINES AND DETAILS ALASKAN NATIVE BROADBAND M DATE KI DESCRIPTION E-2 1 0 DI CONNEC BOTTOM JUMPER NOTES: 1. SUBCONTRACTOR SHALL DOCUMENT AS -BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON RED -LINED DRAWINGS. 2. COLOR CODE ALL MAIN CABLES AT THREE LOCATIONS: TOP OF TOWER BOTTOM OF TOWER NEAR EQUIPMENT 3. FOR A 150' TOWER COAX FROUNDING KIT SHALL BE INSTALLED WITH ONE AT THE TOP AND ONE AT THE BOTTOME OF TOWER. FOR TOWERS WITH HEIGHTS IN EXCESS OF 150', PLACE ONE ADDITIONAL COAX GROUNDING KIT IN THE MIDDLE BETWEEN THE TOP COAX GROUNDING KIT AND THE BOTTOM GROUNDING KIT. ALPHA SECTOR BETA & GAMMA SECTORS TOTAL REM ITEM DESCRIPTION QUANTITY TX1/RX1 TXI/RX1 No. (3 SECTORS) 1 ANTENNA (SEE NOTE 3) CSA-PCSAD65-19-02 EMS-RV90-18-02 3 AS -BUILT SERIAL# ANTENNA JUMPER (1) L4A-PDMDM-6 (1) L4A-PDMDM-6 2 (ANDREW) (LENGTH) (6 FEET) (6 FEET) 6 ATTACHED MALE DIN INCLUDED INCLUDED 2A CONNECTOR (ANDREW) W/ITEM #2 W/ITEM 12 6 3 MAIN COAX (LENGTH) 7/8- (115' EST.) 7/8- (115' EST.) 690' EST. (ANDREW) AVA5-50 AVA5-50 UNATTACHED FEMALE 4 DIN CONNECTOR (2) L7PDF-RPC (2) L7PDF-RPC 12 (ANDREW) 5 BOTTOM JUMPERS PROVIDED BY NORTEL PROVIDED BY NORTEL 6 6 ATTACHED MALE DIN PROVIDED BY PROVIDED BY 6 CONNECTORS NORTEL NORTEL 7 MALE N CONNECTOR PROVIDED BY PROVIDED BY 6 (ANDREW) NORTEL NORTEL 8 COAX GROUND KIT (3) CSGL7 (3) CSGL7 18 (ANDREW) Sterling Engineering Design Group 71�1 HwT 6 North, Suite 201 Houston, Texas 77095 P:01)583-7088 F:(281)583-549y C CHRISMPHER P.�HILLMAN o...................93952.....:.. ENS�O,.� ��vx NAL �l �"ONAL�+� r v 'rc r. is pm;!ie »'it.". erir; Ea^:ir; rrg asyn LLC of c-^u. be asf^ aic.`.ed = do- . «i}i:od itS rm t- aa emucsioo. 'ae1.� c4mc}V. ^ :< ;; -} r.} TENT KNIDI > rc >>4'Tr UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAMEt ROCK PRAIRIE SITE NUMBER: CLL-011-A SITE ADDRESSt 3400-F LONGMIRE DR. COLLEGE STATION, TX. 77845 TYPE: CO -LOCATE DRAWING TITLE, ANTENNA SCHEMATIC ALASKAN NATIVE BROADBAND REVISIONS 'J DATE DESCRIPTION E OTES: 1. NEW j2 SOLID TINNED COPPER GROUND LOOP INSTALLED AROUND TO TOWER/PDLE PLATFORM AND ALONG ICE BRIDGE, 6 TO BE RUN 18" BELOW SEE DETAIL J2, THIS DWG. GRADE AND COVERED W/GRAVEL FROM CELL SITE. GROUND TEST WELL 2. GROUNDING TIE-INS TO EXIST. CELL SITE GROUND LOOP. FENCING, SEE DETAIL 13 •i EXIST. EQUIPMENT, ECT. IS TO BE ROUTED THRU A TRENCH DWG. G-3. I G G 12 SOLID TINNED COPPER AT THE SAMEELEVATION AS THE EXISTING GROUND LOOP, ----_- ANTENNAS (TYP.) I g I GROUND WIRE, PLATFORM j2 SOLID TINNED COPPER j2 SOLID GROUND. SEE NOTE 11 ( TINNED COPPER SEE DETAIL 11, DWG. G-3. GROUND WIRE SEE NOTE 11 G G GROUND WIRE (TYPICAL 3 PLACES) SEE NOTE /1 COAX CABLES (TYP.) ---- G -- --- G --- COAXIAL CABLE GROUNDING /2 SOLID TINNED CAPPER GROUND WIRE SEE NOTE 12GPS CONNECTED DIRECTLY TOWER WRHIXIT INSULATORS ON TOP BUS BAR ONLY GROUND BAR - FlELD LOCATE TO SEE DETAILS /1 & /2 G SUIT CONDITIONS EPOSE TO SOUTHWEST SKY NG. G-2 12 SOLID+2SDLDT TINNED COPPER COPPERj�7SEE ELEVATED PLATFORM IN EXISTING PORTALSGROUND WIRED j NOTE }2 2 - 3/8" GALVANIZED STEEL POST LENGTH AND CONNECTION TO BE DETERMINED TO FIELD G gig 7/ICE BRIDGE 12 SOLID TINNED COPPER SEE NOTE ►2 GROUND WIRE TINNED COPPER DRIP LOOP GROUND WIRE I (TYP) SEE NOTE /1 12 SOLID COAXIAL CABLE , IN COAX CABLES �rY-- G------L--- G I COAXIAL CABLE GROUNDING SEE DETAILS 11 thru /3 DWG. G-2. GROUND TEST WELL MONO -POLE i SEE DETAIL 13 5 8" 0 x 10'-0" LONG DWG. G-3. , I , COPPER GROUND RODS 0 APPROX. 8'-0" TO 10'-0" INTERVALS, SEE j2 SOLID TINNED COPPER GRADE -Z. DETAIL J2, DWG. G-3. GROUND WIRE, PLATFORM - �' - --i-- G--�v------ %,' :�' i f.'1 TINNED -01 COPPER G---6- ---G j GROUND, SEE NOTE 11 SEE DETAIL 11, DWG. G-3. (TYPICAL 3 PLACES) r': 7 Iwl I C25.: J I•.: I CADWELD TO ICE BRIDGE POSTS OTES: J (TYPICAL 2 PLACES)(22 SOLID 1. NEW 12 SOLID TINNED COPPER GROUND LOOP INSTALLED AROUND COPPER (BUS BAR GROUND) PLATFORM, IS TO BE 18" MINIMUM DEPTH. 2 SOLID, TINNED COPPER ROUND WIRE, SEE NOTES 2. CROUND14G TIE-IN'S TO EXIST. CELL SITE GROUND LOOP, FENCING, EXIST. EQUIPMENT, ECT. IS TO BE ROUTED THRU A TRENCH AT THE SAME #1 & #2. 12 SOLID, TINNED COPPER ELEVATION AS THE EXISTING GROUND LOOP. GROUND WIRE, SEE NOTES /I & /2. GROUNDING PLAN & NOTES 11 1 TYP. COAX CABLE & ICE BRIDGE GROUNDING 121 BIS CABINET 12 AWG CU, GROUND f (FENCE TIE-IN) --� GROUND CONNECTION AT EQUIPMENT ENCLOSURE III 12 AWG CU, GROUND (FENCE TIE-IN) 5/8" x 10'-0" GROUND ROD TEST WELL MAIN 1, y GROUND -----------_7 F ";---- �k LOOP MAIN GROUND ( LOOP MAIN GROUND ( BA ON ATFOR SUPPLEME�AL GERNOU,NO BAR PO l( AnnNiT � I I PPC/TPC ENCLOSURE � _ _ �------------- (ON PLATFORM) ANTENNA GROUND BAR I GROUND CONNECTION AT ENCLOSURE I CABLE TRAY OR ICE BRIDE i 12 AWG CU, GREEN INSULATED BOND STRAP AT EACH JOINT GROUND CONNECTION AND EACH SIDE OF CABLE TRAY AT EQUIPMENT FRAME (TYP. THREE (3) LOCATIONS) NOTES: 1. ALL CONDUCTORS SHALL BE 12 SOLID TINNED COPPER, UNLESS OTHERWISE NOTED. 2. ALL NUTS BOLTS AND LDCKWASHERS SHAD. BE STAINLESS STEEL 3. ALL COMPRESSION CONNECTIONS SHALL BE SOLIDLY CRIMPED TWICE AT TWO (2) LOCATIONS 4. ALL METALLIC OBJECTS WITHIN SIX (6) FEET OF GROUNDED EQUIPMENT SHALL. BE BOUNDED TO THE GROUNDING SYSTEM. KEYED NOTES: 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 18" BELOW GRADE. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE #2 AWG BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6. EACH NORTEL EQUIPMENT CABINET SHALL BE CONNECTED TO THE #2 BCTW RUNNING ALONG PLATFORM WITH 12 AWG INSULATED STRANDED COPPER WIRE. EQUIPMENT CABINETS SHALL EACH HAVE (2) CONNECTIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY CRICKET AND INSTALLED BY ELECTRICAL CONTRACTOR 8. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL EXOTHERMIC CONNECTS SHALL BE INSTALLED UTILrTIZING THE PROPER CONNECTION/ MOLD AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUN OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OF ROUTED THROUGH HOLES IN ANY METAL OBJECTS OF SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WICH COMPLETELY SURROUND THE CROUNDING CONDUCTOR SHALL NOT BE USED. 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 15. THE CONTRACTOR SHALL SUPPLY CRICKET WITH RESULTS FROM PRE -CONSTRUCTED (CO-LO ONLY) AND POST -CONSTRUCTION OHM TESTING (GROUND) RESULTS. REVISIONS i Sterling Engineering �Jb Design Group 7171 Hlry 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281;583-5 c CHRISTOPHER P. HILLMM .....................................� 93952 :''�;; • �:/.i er: N Ln ir: ng z -:ez LILC. 0, shwJl a!a ^ ss or `^.e infruim a w he!.e n s paft of .. UNAUTHORIZED USE OR COPYING OFTHISOR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011-A SITE ADDRESSI 3400-F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GROUNDING PLAN DETAILS ALASKAN NATIVE BROADBAND G-1 1 0 9 GROUNDING SCHEMATIC DETAIL DOTE POI DESCRIPTION U6 A/WG FROM NA CABLE GROUND KIT 4 5 0 2 '- TINNED GROUND BAR ON WALL DR ON ANTENNA TOWER ' 7 3/4 0 /16 2 0 ° o Sterling 0 C) 0 0 0 0 .° ° o ° �\,/� ° ° 0 ° ° Engineering �®, 0 OYY� ° 0I�JVV o o O o 0 0�®� I 3 Design Group g p RNDY TYPE C04NECTO LEGE D 1 - TINNED COPPER GROUND BAR PLATE, 1/4-X 4_X 20-, NEWTON INSTRUMENT CO. CAT. NO. B-6142. HOLE CENTERS TO MATCH NEIA DOUBLE LUG CONFIGURATION 7171 Hwy 6 North, Suite 201 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 ' Houston, Texas ; 709� tTW0 HOLE LUG, TO BE USED WITH 3 - 5/8 LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 2 BARE TINNED COPPER WIRE NOTE: TO RING 4 - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 P:i2$1j5$3 70$$ F:(2$1}5$3 54? GROUND 5 - 5/8-11 X 1• H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 CONTRACTOR TO UTILIZE KOPP-SHIELD ( HOMAS k BETTS) OR PENETROX (FCI BURNDY) ON ALL LUG CONNECTIONS , C GROUND BAR DETAIL 1 GROUND BAR DETAIL 12 •��'►�� •• OTES: r• 1. COAXIAL ANTENNA CABLE GRDUNDING AT ANTENNA SWILL BE SIMILAR AS APPLICABLE * : ••. # �/ ••�; I/ TYPICAL FOR ALL BONDING CONDUCTOR CONNECTIONS TO GROUND BAR PLATE. GROUND STRAP BODY AND ANDREW 2. DOUBTING UP' OR 'STACKING OF CONNECTIONS IS NOT PERMITTED. OXIDE -INHIBITING WEATHERPROOF TAPE SYSTEM EXPOSED BARE COPPER TO BE GROUNDING *' •••••••/ ................................. / JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS CABLE KEPT TO ABSOLUTE MINIMUM. NO INSULATION ALLOWED CHRISTOPHER R HILWM 3. PROVIDE ANDREW 36' GROUNDING CABLE REQUIRING FIELD ANDREW GROUNDING CABLE WITHIN THE COMPRESSION TERMINAL- MPICAL) :.••••••••••••• •••••.•••••t ••• 939952 � � ATTACHABLE CRIMP ON LUG. DO NOT USE THE LUGS PROVIDED TINNED GROUND STAINLESS WITH THE GROUNDING KIT. PROVIDE TWO HOLE LUGS AS SHOWN STEEL 1W0 HOLE COPPER t► •d �' p _ • �i ��'•ti(/ Q�• �♦ _ �� SIX HARDWARE 3/8' z 1 1/2 COMPRESSION TERMINAL IN COAXIAL ANTENNA CABLE GROUNDING AND GROUND BAR BARDETAILSPLATE 1 @ 2 SHOWN PLATE, CONNECTIONSP THIS DWG HEX BOLT CONNECTON�CK TO BACK CENS� j •~••N•••M•M• t�• FOR CONNECTION TO GROUND CONDUCTOR. UCTO (� GROUNDING CABLE SWILL BE FIELD CUT TO SHORTEST LOCK WASHER O O O O LENGTH POSSIBLE (TYPxAL) 0 0 O O O O O FIAT WASHER NUT tT��) CONFIDENTIAL - DE SECRETS O O O O O O (TYPO FLAT WASHER TI!C%fG">('i0:": d�r;;<ed . P^: is tFr�etr:•.�I^ 1 (TYPICAL) /��JJJI n Fn in i g x s . Li i� c u:J d C _ ' ; TWO HOLE CRIMP TYPE LUG PROVIDE BURNDY CAT. SECTION A —A wrn', n perm:ssicr. re 40. YA6CL-2TC38 '`ATE'v T NENDINO room/r-. =r: UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN COAXIAL ANTENNA CABLE PROJECT No. (ACTUAL No. AS REOV) 359-061 COAX ANTENNA CABLE & GROUND BAR CONNECTIONS 13 SITE NAME: ROCK PRAIRIE SITE NUMBER: 28 CLL-OIL -A (APPROX.) 0 SITE ADDRESS: a 340D—F LONGMIRE DR. -- ---; COLLEGE STATION, TX. 77845 - — - — - ----- DESIGN TYPE: CO -LOCATE ANTENNA CABLE --- _—___-- L------ U WEATHERPROOFING KIT ANDREW J221213 DRAWING TITLE: /6 AWG STRANDED COPPER GROUND WIRE GABLE GROUND KIT GROUNDING DETAILS ALASKAN NATIVE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KB) NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND, BROADBAND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. REVISIONS BNB ra amxi n CPH I[V® 9Q9 614 G-2 F'" 0 CPS CABLE GROUND DETAIL 4 - 5 DATE DESCRIPTION PLATFORM 12 COMPRESSION LUG 3//6 BOLTS (TREAT 4 NO OX) ADJUSTABLE LEG 45- MINIMUM #2 SOLID GRADE t � BEND TINNED COPPER GROUND WIRE 12 SOLID-- TINNED COPPER CADWELD CONNECTION GROUND WIRE EXOTHERMIC WELD 18' BELOW GRADE TYPE 'TA' CADWELD CONNECTION EXOTHERMIC WELD TY GRADE '--G— G— - - -� (� LID TINNED COPPER GROUND WIRE 18' BELOW GRADE �1 GROUND ROD 5/B'0 x 10'-0' LONG COPPERCLAD 1 � J2 SOLID TINNED COPPER GROUND WIRE NOTCH SIDES OF SLEEVE TO ALLOW ENTRANCE/EXfT OF GROUND CABLE OTE: ONE (1) TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER GROUND LOOP AND THE EQUIPMENT GROUND LOOP. - PVC, CAM STEEL OR REINF. CONCRETE TEST WELL WITH REMOVABLE COVER INSTALLED FLUSH WITH FINISH GRADE B' TO 12' DIAMETER GRADE 12 SOLID TINNED COPPER GROUND WIRE 1r BELOW GRADE CADWELD CONNECTION EXOTHERMIC WELD TYPE 'GT' 3' OF CRUSHED GRAVEL BELOW WELD. WELD SHALL RE" VISIBLE GROUND ROD 5/8` 0 x 10'-0' LONG CDPPERCLAD PLATFORM GROUNDING DETAIL 11 1 GROUND ROD DETAIL 12 1 GROUND TEST WELL DETAIL 131 TYPE CT I TYPICAL CADWELD CONNECTIONS Illlffltlllllll'illllllllllllllllllllllllllllllllllIII �•.• TYPE HS TYPE GR TYPE SS TYPE VS TYPE XA Cam..• I I � II � I � INpppppNlpNllU�•• TYPE GL LUG Sterling Engineering Design Group 7171 H,,Ny 6 NMh, Suite 201 Houston, Texas 77095 P:(281)583-7088 R(281)583-549;� C JOI CHRISTOPHER R HILLMAN,+ 1 s.......93952...... �S I"'t<,��.� �/CENSip G��S 'h' /ONAL .�N� � UUIYf I VC11 IIML—({/.fMVC JLIRC IJ :4F e . i.JO:': IS ;_.e.erp a D;ts:g1 C-'-'tp U. onj S.^:^U^. e,;. —. T i:Cf 2 ni 7'1. }'.Cx e c Yj rt <' ATENIT P- NNE ,.1 ,.>>, _j, UNAUTHORIZED USE OR COPYNG OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 TYPE: CO —LOCATE DRAWING TITLE: GROUNDING DETAILS ALASKAN NATIVE BROADBAND REVISIONS CPH M", DATE IN01 DESCRIPTION i G 3 t IMPORTANT NOTE: THE CONTRACTOR MUST PROVIDE CLOSE-OUT DOCUMENTS AT THE FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERSOF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODESBEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FORM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR EMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/ PROJECT AS DESCRIBED THEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. B. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FORM PLAIN SPOTS, DUST OR SMUDGES OF ANY KIND. 13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14_ THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY CRICKET'S. REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) PRIOR TO COORDINATING SITE SWEEPING. 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE PROJECT, A COMPLETE SET OF AS -BUILT DRAWINGS TO CRICKET'S PROJECT MANAGER. SITE WORK AND DRAINAGE EARTHWORK, EXCAVATION, AND GRADING PART 1 GENERAL 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.02 RELATED WORK A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS B. INSTALLATION OF ANTENNA SYSTEM 1.03 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.G4 QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.05 SEQUENCING A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE. D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIALS. F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GROWTH. G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 1-06 SUBMITTALS A BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENT). 2_ SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. PART 2 PRODUCTS 2.01 MATERIALS A. ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL - 50OX AT ACCESS ROAD AND SOAK AT COMPOUND. D. GRAVEL FILL; WELL GRADED, HARD, DURABLE, NATURAL SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. U. S. SIEVE N0. % PASSING BY WEIGHT 4" 100 1/2" 50-85 4 40-75 10 30-60 40 10-30 $1DO 5-20 200 0-8 GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM THICKNESS AND COMPACTED TO 95% DENSITY 2.02 EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. SMALLERAREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL GROUND LEVEL C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED DISPOSAL LOCATION. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3.03 INSTALLATION A THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FORM FINISHED GRADES OR SLOPES INDICATED. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND THE SMOOTH SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:1. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. K. RIPRAP ENTIRE DITCH FOR 6'-0" IN ALL DIRECTIONS AT CULVERT OPENINGS. L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALLOTHER DISTURBED AREAS AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIP -RAPPED. M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY. N. IF A DITCH LIES WITH SLOPES GREATER THAN TEN PRECENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0" ABOVE THE CULVERT ENTRANCE. 0. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 0. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.04 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 907 MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 95% MAXIMUM DENSITY UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. 3.05 PROTECTION A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING STRAWTO A UNIFORM LOOSE DEPTH OF 1"-2 STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO STAKES EXTENDING 2'-0" INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CHAIN LINK FENCE PARE 1 - GENERAL 4.01 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 4.02 APPLICABLE STANDARDS ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. ASTM-A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. FEDERAL SPECIFICATION RR-F-191-FENCING. WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 - PRODUCTS 4.03 FENCE MATERIALS A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER SHALL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE 8'-0" HIGH X 2" CHAIN LINK MESH OF NO. 9 GAUGE (0.148) WIRE. THE FABRIC SHALL HAVE A TWISTED AND BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR THE BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12 GAUGE TWISTED WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5 O.C. D. ALL POSTS SHALL BE SCHEDULE 20-GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-123 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARDS). LINE. 2 3/8" CORNER 3" GATE 3" E. EXTEND GATE AND CORNER POSTS 12". INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8" DIAMETER SCHEDULE - 20 MECHANICAL - SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS_ Sterling Engineering Design Group 7171 Hwy 6 North. Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-549 ....................................... X. CHRISTOPHERP HILLMAN,�+, ............93952 ..... a. �0 0, %.r/C lip••'.•�� .�•..,,,ENS,,• G��rf� , s CONFIDENTIAL - DE SECRETS '':e ian diet• �J .. . s rie; ;+it. S:ero•::i�f�iru;i��„;,us; Cc!aa yc:.=.. Krit°er: s`e:m«er. TF:.e ricametic�a ;, ^ k �1 rr ENT PcNNNG rre»%rat ri. UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-011-A SITE ADDRESSI 3400-F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO -LOCATE DRAWING TITLE, GENERAL NOTES ALASKAN NATIVE BROADBAND GN-1 I0 m G. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE DEGREE ATTACHMENT, OR EQUAL. I. THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF. J. LATCHES, STOPS, AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. K. ALL STOPS SHALL HAVE A FULL -HEIGHT PLUNGER BAR WITH DOME CAP. L. DOUBLE GATES SHALL HAVE A FULL -HEIGHT PLUNGER BAR WITH DOME CAP. M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. N. A 6" X 1/2" EYE -BOLT TO HOLD TENSION WIRE WILL BE PLACED AT LINE POSTS. 0. STRETCHER BARS SHALL BE 3/16" X 3/4" OR HAVE EQUIVALENT CROSS SECTIONAL AREA. P. ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8" TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ONE 1-5/8" HORIZONTAL COMPRESSION MEMBER, SECURLEY ATTACHED WITH IRON FITTINGS. R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO TIE CLIPS. BAND CLIPS AND TENSION BAND CLIPS. S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. T. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. U. ALL CAPS SHALL BE CAST STEEL. V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE - FULL HT. PART 3 - EXECUTION 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT 4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 4.06 INSTALLATION A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6" CONCRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 1/4" IN 8'-0". C. AT CORNER POSTS, GATE POST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CLIPS AT 1'-3" INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND -CLIPS AT 1'-3" INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CLIPS AT 2'-0" INTERVALS. F_ A MAXIMUM GAP OF 1" WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. CONCRETE CAST -IN -PLACE CONCRETE ,RT 1 - GENERAL 1.01 DESCRIPTION WORK INCLUDES CONSTRUCTION OF CAST -IN -PLACE CONCRETE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING READY -MIX CONCRETE, REINFORCING, FORMWORK, AND ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS. CAST -IN -PLACE CONCRETE INCLUDES ALL SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS. 1.02 RELATED WORK A. COORDINATE UNDER SLAB CONDUITS. B. COORDINATE WITH GROUNDING. 1.03 APPLICABLE STANDARDS A. ACI-301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS. B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE. C. ASTM C33 - CONCRETE AGGREGATES. D. ASTM C94 - READY -MIXED CONCRETE. E. ASTM C150 - PORTLAND CEMENT. F. ASTM C260 - AIR -ENTRAINING ADMIXTURES FOR CONCRETE. G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS FORMING COMPOUNDS FOR CURING CONCRETE. H. ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE. L ASTM A615 - STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. J. ASTM Al B5 - STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. 1.04 QUALITY ASSURANCE CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER. 1.05 TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER MATERIAL REJECTION WHEN SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER AND PIER FOUNDATION. TWO SHALL BE TESTED ® THREE DAYS, TWO ® TWENTY-EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE FUTURE. B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. PART 2 - PRODUCT 2.01 CONCRETE MATERIALS CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, FINE AND COARSE AGGREGATES, AND ADMIXTURES AS SPECIFIED BELOW ALL WELL MIXED AND BROUGHT TO PROPER CONSISTENCY. A. CEMENT: CEMENT SHALL BE TYPE 11. GRAY COLOR, LOW -ALKALI PORTLAND CEMENT CONFORMING TO ASTM C150. B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CONCRETE SHALL COMPLY WITH ASTM C33. C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SLATS AND SHALL BE FREE FORM OBJECTIONABLE QUANTITIES OF SILT, AND OTHER DELETERIOUS SUBSTANCES. 2.02 ADMIXTURES A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS PART OF THE COMPUTED MIXING WATER REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE MECHANICAL DISPENSERS. B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A -WATER REDUCING AND RETARDING. 2.03 CURING COMPOUND: ASTM C309, TYPE 1, CLASS B; TRANSLUCENT. 2.G4 ACCESSORIES A NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 DAYS. B. JOINT FILLERS BITUMINOUS TYPE, ASTM D1751 OR NON -BITUMINOUS TYPE, ASTM D1752. C. ANCHOR BOLTS: ASTM A307. UNPRIMED. 2.05 CONCRETE MIX A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE WITH ACI 301, THE 28 -DAY DESIGN COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE FURNISHED MAY BE A COMMERICAL READY -MIX PROVIDED THAT DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER THAN 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. SLUMP OF DELIVERED CONCRETE SHALL NOT EXCEED 5". B. THE FOLLOWING STRENGTHS SHALL BE USED: 1. FENCE POSTS FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI. 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER FOUNDATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER. E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. PART 3 - EXECUTION 3.01 INSPECTION THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS, PLATES, REINFORCEMENT, AND OTHER ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY PLACED, HELD SECURELY, AND SHALL NOT CAUSE HARDSHIP IN PLACING CONCRETE. 3.02 PREPARATION A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. 3.03 PLACING CONCRETE A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE BEEN APPROVED, AND UTIL FACILITIES ACCEPTABLE TO THE CRICKET REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND CRICKET HAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT TESTING. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. 3.04 SURFACE FINISHES A SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS. B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT, OR BY SACKING WITH UTILITY OR ORDINARY GROUT. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OF SURFACES, SUCH AS STAIR TREADS, WALLS, CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 FT. D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE SHALL BE SMOOTH SCREENED. E_ EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED, FLOATED, AND STEEL TROWELED. HAND OR POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATING SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM TIME REQUIRED TO PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE FROM SCREENED MARKS OR OTHER IMPERFECTIONS. THE FINAL FINISH SHALL BE PRODUCED BY USE OF STEEL -BLADED FINISHING TROWELS. STEEL TROWLING SHALL COMMENCE ONLY AFTER THE SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED, AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE. IF FREE WATER IS BROUGHT TO THE SURFACE DURING THE FINISHING OPERATIONS, IT SHALL BE REMOVED BY SPONGING. FINISHING SHALL BE TIMED AND PERFORMED SO THAT EXTRA WATER NEED NOT BE APPLIED TO THE SURFACE BEING TROWELED. 3.05 PATCHING THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S DIRECTION. 3.06 DEFECTIVE CONCRETE THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. 3.07 PROTECTION A. IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. FINISH WORK SHALL BE PROTECTED. B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PEROID NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI,SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, SPRINKLERS, AND SPRAYING DEVICES. METALS PART 1 - GENERAL 1.01 WORK INCLUDED A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE GENERALITY THEREOF, INCLUDES ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: 1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS AND PLATES. 2. WELDING AND BOLTING OF ATTACHMENTS. 1.02 REFERENCE STANDARDS A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER SIGHTED HEREIN: 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, 196 RACE STREET, PHILADELPHIA, PA 19103, USA AS PUBLISHED IN "COMPILATION OF ASTM STANDARDS IN BUILDING CODES". 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." REVISIONS DATE POI DESCRIPTION Sterling Engineering W Design Group 7171 H,wv 6 Norm, Suite 201 Houston, Texas 77095 P:(281)583-7088 F.(281,i583-54 C #• .*. .......................... . CHRISMPHER P. HILLMM .�� ................................. 939527,I'., uuw IUL14 IIHL - fo/ MUL 3U AL 1> is eHr. Enoineering k Cs n Orcup LLC, one scud ;O. : used:zd ca disdos . *.Iim.4 4f> ew erii. em cor:y't:e weir is port r.1 r. UNAUTHORIZED USE OR `COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No, 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011-A SITE ADDRESSI 3400-F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GENERAL NOTES ALASKAN NATIVE BROADBAND WAZ sew" BNB WE Do= R CPH REv® 1.12 es 14 Fvmo"' GN-2 D e ✓ �� P/RT 2 - PRODUCTS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: CONDUCTORS i 2.01 MATERIALS WAVEGUIDE AS INDICATED ON DRAWINGS. INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE A. WIRES AND CABLES (600 VOLTS): CONFORM TO THE A. STRUCTURAL STEEL: SHALL COMPLY WITH THE E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP NATIONAL ELECTRIC CODE (NEC) - APPLICABLE STATE APPLICABLE UL AND IPCEA STANDARDS FOR THE USE REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL TEST UNDER HEWLETT-PACKARD 8713B RF SCALAR ELECTRIC CODES, THE NATIONAL ELECTRICAL SAFETY INTENDED. COPPER CONDUCTORS WITH 600 VOLTS STEEL. NETWORK ANALYZER SUBMIT FREQUENCY DOMAIN REFLECTOMETER (FDR) TEST RESULTS TO THE PROJECT CODES (NESC), AND THE TERMS AND THE CONDITIONS OF THE AUTHORITIES HAVING LAWFUL JURISDICTION INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE DRAWINGS. STRANDED CONDUTORS FOR NO. 8 OR 2.02 WELDING MANAGER. TESTING SHALL BE PERFORMED BY AN PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE " INDEPENDENT TESTING SERVICE AND BE BOUND AND REQUIRED BY THESE CODES, RULES, REGULATIONS, AND DRAWINGS. USE OF ALUMUNUM CONDUCTORS WILL NOT A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. AUTHORITIES SHALL BE MADE BY THE CONTRACTOR BE PERMITTED. INSULATION SHALL BE TYPE THHN/THWN Sterling CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S INSULATION 75• FOR ALL CONDUCTORS, OTHERWISE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED_ F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN LABORITORIES (UL): ALL MATERIALS, APPLIANCES, OR SPECIFIED CONDUCTORS COLOR -CODED IN ACCORDANCE ANTENNAS AND EQUIPMENT PER MANUFACTURER'S. DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS OF UNDERWRITER'S LABORITORIES, INC. THE LABEL OF, PHASE CONDUCTOR, COLOR CODING SHALL BE A -BLACK. Engineering WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES. BETWEEN THE ANTENNA AND EQUIPMENT PER OR LISTING BY: U.L. IS REQUIRED. B-RED,N-WHITE, WITH GREEN FOR ALL GROUND BARE ELECTRODES AND GRANULAR FLUX USED IN THE MANUFACTURER'S REQUIREMENTS. TERMINATE ALL CONDUCTORS. n SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT B. CONNECTORS TORS AND LUGS: FOR COPPER CONDUCTORS IXXT. PORT LOCATION UNLESS OTHERWISE STATED. SHALL BE THE PRODUCT OF THE SAME MANUFACTURER NO. 6 AND SMALLER: 3M SCOTCH-LOK OR T & B C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE STA-KON COMPRESSON OR INDENT TYPE CONNECTORS Design Group REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. G. ANTENNA AND COAXIAL CABLE GROUNDING: IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN MEETS THE APPROVAL OF THE OWNER. MATERIAL AND COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS INDENT HEX SCREW OR BOLT TYPE PRESSURE DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST CONNECTIONS ARE TO BE WEATHER SEALED WITH EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF CONDUCTORS, PROPERLY TAPED OR INSULATED. 717 1 HAT 0 Iti0fCI1; Suite 201 FASTENERS. INC. CD100 CAPACITOR DISCHARGE STUD ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER' Houston, Texas 77095 WELDER OR EQUAL. TYPE 3221213 OR EQUIVALENT. CURRENT IN STANDARD AND DESIGN. C. SPLICES: (480 VOLTS AND UNDER): CONDUCTOR LENGTHS 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES UNLESS APPROVED BY P:1281)583-7088 F:(281)583549r SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION THE BUILDING INSPECTOR. MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. (NOT WITHIN BENDS). OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND PERSONNEL EXPERIENCE IN SUCH WORK AND SHALL CIRCUIT BREAKERS C INSTRUCTIONS TO PROPERLY SELECT AND INSTALL 1.02 RELATED WORK PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD STUD WELDS. UP PROGRESS OF THE PROJECT. A PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER TRIP, SINGLE, TWO, OR THREE POLE BRANCH CIRCUIT 2.03 BOLTING CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE ••,••••• iJ •• A. BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO OTHER TRADES PRIOR TO BID: EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING CONDITION AND FREEDOM FROM GROUNDS AND SHORT BREAKERS SHALL BE SINGLE HANDLE, COMMON TRIP, A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR t• t: '. �c II ASTM A325 HOT DIP GALVANIZED OR ASTM A153, NUTS 1. FLASHING OF OPENING INTO OUTSIDE WALLS. CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL AVAILABLE FAULT CURRENTS. # ;• SHALL BE HEAVY HEX TYPE. SHALL 2. SEALING AND CAULKING ALL OPENINGS. EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE '•••••••••............••••••.......,/ B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL 3. PAINTING. OPERATED UNDER LOAD CONDITIONS. GROUNDING CHRISTOPHER P, HILLMM t CONNECTIONS CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN METHOD_ 4. CUTTING AND PATCHING. F. AS -BUILT DRAWINGS: DURING PROCESS OF THE WORK, 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE ....."'..""'.""""".............0 S '^ t 00 MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE j�A .'• 93952 ,• A7 /I�O �(v�AP 2.04 FABRICATION 1.03 REQUIREMENTS OF REGULATOR AGENCIES OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION OF THE INSTALLATION, (NEC). NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. �/ GO ��•. C�x,S'F,••••�� C A. FURNISH U.L LISTED EQUIPMENT WHERE SUCH LABEL TRANSFER ALL RECORDED DATA TO BLUE PRINTS OF �� `� ''•••.».«• Gtr A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES. IS AVAILABLE. INSTALL IN CONFORMANCE WITH U.L THE ORIGINAL DRAWINGS. 1t1��1,A` STANDARDS WHERE APPLICABLE. 2 IF THE AS AENTRANCE, NEPOWER CABINET WIRED `�•� 2.05 FINISH SERVICE THEACSERVICEGROUNDCOND SHALL BE CONNECTED TO GROUND ELECTRODE SYTEM. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM RACEWAYS AND FITTINGS WHEN THE AC PANEL IN THE POWER CABINET IS CONFIDENTIAL -44E SECRETS A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE N CCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS A. CONDUITS: ELECTRICAL METALLIC TUBING (EMT): MILD BE INSTALLED IN THE AC POWER CONDUIT. THE '?e inf M: c icn J c `*:! here^ is Pr; riei:orq W". WITH ASTM A123. OF STATE AND LOCAL BUILDING CODES HAVING STEEL, ZINC COATED ON THE OUTSIDE AND EITHER ZINC INSTALLATION SHALL BE PER LOCAL AND NATIONAL `•'erin�, Enair:ee! nq : D-'s=y^ Otcun) LLC. any mnuJ JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: COATED OR COATED WITH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE. MAXIMUM, SIZE 2 ELECTRIC CODE (NFPA-70). NO=°'a`-e`, :°::'<i1ed c` d:sd':`3 �` ,' T I!s e�res 2.06 PROTECTION ELECTRICAL TRADE SIZE, UNLESS NOTED ON THE DRAWINGS rtit2e:^: ^em;i ' CS'ofi. ^2 :;ms;lia:. $ ^y;'1 Cf :. A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED 1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION RS-22. OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL OTHERWISE, THE _ATE T PF.N � N n`'"e wn•-`�'•I UNAUTHORIZED USE OR COPYING OF THIS OR STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH ZINC BASED PAINT, COLOR TO MATCH THE STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BY NEC. CONNECTION SHALL BE MADE USING COMPRESSION ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN GALVANIZING PROCESS. AND TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP "C" 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY B. CONDUIT FITTINGS: CONNECTORS COUPLINGS: EMT CLAMP CLAMP. THE COPPER CABLES SHALL BE PROJECT No, 3.01 ERECTION OF STEEL CIRCULAR AC 70/7480-IH, CONSTRUCTION MARKING COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLEIRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER COATED WITH ANTIOXIDANT (COPPERS AN BEFORE MAKING THE CMO CONNECTIONS. THE MANUFACTURER'S 359-061 A PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, AND LIGHTING. THE GLAND AND RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKING TYPE, CONNECTORS TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR 3. FCC -FEDERAL COMMUNICATION COMMISSION TO HAVE INSULATED THROATS, EMT FITTINGS USING SET TO SECURE CONNECTIONS ARE TO BE FOLLOWED. MATERIALS WHICH DO NOT FORM A PART OF THE RULES AND REGULATIONS FORM 715, OBSTRUCTION SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT SITE NAME, COMPLETED CONSTRUCTION, BUY ARE NECESSARY FOR PROPER ERECTION. MARKING AND LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP ROCK PRAIRIE DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN 4. AISC - AMERICAN INSTITUTE OF STEEL IMPAIRING THE CONTINUITY OF THE CONDUIT, IMC AND RIGID ALUMINUM CONDUIT_ PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOS E SITE NUMBER: ACCORDANCE WITH AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY SET TO ESTABLISHED CONSTRUCTION FOR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS. POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO CLL-011-A 5. NEC - NATIONAL ELECTRIC CODE - ON TOWER RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE LIGHTING KITS. INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED SITE ADDRESS, PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AS DIRECT LINES AS POSSIBLE. INSTALL EXPOSED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CONDUITS AND EMT PARALLEL TO OR AT RIGHT ANGLES CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE AT ALL TIMES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND PROPERTY. CHECK ALL 6. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT. 3400-F LONGMIRE DR. TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH ALL BUILDING COMPONENTS. 7. IN ALL CASES, PART 77 OF THE FAA RULES AND STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING COLLEGE STATION, TX. 77845 PARTS 17 AND 22 OF THE FCC RULES ARE STANDARD ELBOWS. SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SPECIAL CONSTRUCTION APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH DESIGN TYPE, ANTENNA INSTALLATION SPECIFICATIONS. MINOR BENDS TO AVOID OBSTRUCTIONS. THE D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR PART 1 - GENERAL 8. LIFE SAFETY CODE NFPA, LATEST EDITION. CONDUITS AND EMT NOT MORE THAN 8 FEET APART WITH IS 8'. PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER CO -LOCATE NOT LESS THAN TWO ELBOW OR BEND INCLUDING RUNS THE FIELD CONDITIONS. GROUNDING CONDUTORS SHALL ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, DRAWING TITLE: 1.01 WORK INCLUDED ELECTRICAL SPECIFICATIONS JUNCTION BOXES, SWITCHES, FITTINGS, ETC. INSTALL SURFACES, OR EQUIPMENT. HOLE PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER. A ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY GENERAL PROPERTIES INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL ANTENNA INSTALLATION CONTRACTOR IN TERMS THAN 1 INCH. SPRING STEEL FASTS WITH HANGER RODS MAY BE USED IN DRY LOCATIONS IN LIEU OF PIPE PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS. GENERAL NOTES ALASKAN NATIVE OF COORDINATION AND SITE ACCESS. ERECTION A REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, STRAPS. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUTHEPMENT, AND 7 ON ALL ALLIC ITS NSTALLATIONAOFLIANCES THE COMPLLETEEELECOTRICCALPSYTTEM ANDALL BONDOUND TO TTHEUSHINGS EQUIPMENT GROUND BUS IN THE PROPERTY. IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS. PANELBOARD. BROADBAND B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICKET COMMUCATIONS SPECIFICATIONS. REVISIONS BNB C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. M OmS1 n CPH mv=3 '1 R 13 14 GN-3 ,a FxNo DATE DESCRIPTION I 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOWMANUFACTURER'S SPECIFICATIONS FOR GROUNDING_ 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. GROUND FIELD TEST PROCEDURE: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT.THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT_ PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED TEN (10) OHMS. IF THE GROUND TEST EXCEEDS THE MAXI U OF 10 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 10 OHMS MAXIMUM. ENCLOSURES- 1_ ANY ENCLOSURES PURCHASED BY THE CONTRACTOR SHALL BE STAINLESS STEEL, NEMA 4X (WEATHERPROOF) CONSTRUCTION. HOFFMAN ENCLOSURES OR APPROVED EQUAL. GENERAL NOTES 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUERELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH —IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5, ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#B AND LARGER SHALL SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, MINIMUM #12. B. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT, BRADY, OR APPROVED EQUAL. 9. ALL NEW MATERIAL SHALL HAVE A U.L LABEL. 10. CONDUIT ROUGH —IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 13. THE CONTRACTOR SHALL PREPARE AS —BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATS INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACR AS ADOPTED BY THE APPLICABLE STATE. 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCRURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH —IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON. 18. THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC,. AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH —IN. 19. THE PROFESSIONAL ENGINEERING SEAL APPEARING ON THESE DRAWINGS INDICATES ACCEPTANCE OF PROFESSIONAL LIABILITY FOR STRUCTURAL ENGINEERING ONLY. OTHER ELEMENTS OF THIS PROJECT ARE PART OF A COMPREHENSIVE DESIGN BASED ON INFORMATION RECEIVED FROM OUR CLIENT. 7, jI Sterling Engineering W Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:281)583-7088 F:(281)583-5i C . / .............. ........:... CHRISTOPHER P. HILLMAN ..................................... / -0 93952 0, %'�/cENS�O;� ',��t`S�ONAL •�NG`'� tie:^. . CO<=d c . . s =ieL; � ait. .er:.ina'Enicattrg �ft'T used .t: I?'d kcl^ -. r t! r~. I.`+ writ e- ior..? ^:e in c-me!€0a i s Y'^ ��t rt r UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GENERAL NOTES ALASKAN NATIVE BROADBAND REVISIONS 9 14 14 uvm: w. DATE DESCRIPTION GN-4 0 ENGINEERS STERLING ENGINEERING & DESIGN GROUP 7171 HWY 6 N. STE. 201 HOUSTON, TEXAS 77095 281.583.7088 281.583.5495 BART BARROW SURVEYOR PLANNING ELECTRIC CITY PUBLIC SERVICES TELCO VERIZON VENDOR FEW JOHN D. DOUGLAS CELL 713.515.3497 JOHN.DOUGLASOFIAS®FENINI.COM 7171 HWY 6 N. STE, 207 HOUSTON, TEXAS 77095 FT PHONE: 281.855.6646 FAX: 281.583.5495 A r WWW.FENI.COM CONSULTANT, TEAM ALASKAN NATIVE SITE NAME: CROCK -PRAIRIE NEW_EQUIPMENT AND NEW ANTENNAS_ON.AN.EXISTIN.G_150�MONOPOLE� SITE NUMBER: CLL-0 11 -q SITE NAME: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE ROCK PRAIRIE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE SITE NUMBER: CONSTRUCTION DESCRIBED HERIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CLL-011-A CHANGES OR MODIFICATIONS. SITE ADDRESS: 3400-F LONGMIRE DR. COLLEGE STATION, TX. LON.: 96- 17 23' W (NW) LAT.: 30' 35' 5' N 83) CRICKET PROP.: l(NAD ELEV.: 313, NAVD 88) A.P.N. 0'PARCEL 1: DATE: ZONING DISTRICT: CRICKET R.F.: LANDLORD DATE: AAT COMMUNICATX)NS CORP. 2097 NORTH STE15o RKHARDSON, TXL7550080Lw CRICKET NetOps: DATE: APPLICANT: ALASKAN NATIVE BROADBAND CRICKET CONST.: J044THAN FRYE SITE DEVELOPMENT MANAGER DATE: 440 BENMAR DR., SUITE 3325, MOBILE; 214-404-8855 HOUSTON, TX 77060, OFMF: 281-931-5402 INTERCONNECT: BUILDING CODE: DATE: USE GROUP: U (UTILITY) SCON OOAAGG:3 TYPE: - 2C BUILDING - INDUSTRV�L UNIT O CRICKET SITE DEV. MGR. DATE: A.DA. COMPLIANCE FACLITY IS UNMANNED AND NOT PROPERTY OWNER.: FOR HUMAN KWAWN DATE: THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC PLANNING: REGULATORY REQUIREMENTS DATE: PROJECT SUMMARY I APPROVALS CITY OF COLLEGE STATION BUILDING INSPECTION DEPAMENT REVIEWED FOR CC'MPLLA)KAE PER NOTES ON PEAT NO COMMENTS =eo-a ON PLANSISHEEBY ✓ DATF 3 aL CITY OF COLLEGE STATION Building Inspection Department Received Reviewed _ Z2 bG f, I Sterling Engineering Design Group 7171 Hlwj 6 North, Suite 201 Heusten, Texas 71095 P:(281)583-7088 F:01)583-51 A ,............. CHRISTOPHER P. HIt ::..............+ 93952 wNrIULIV IIHL f#nUL JL KL IJ P Tcmiotitlm nedh I F T Ty iq C ^Shod, e � r -�sc d a Ll e� Cs ,,[ 2/� AJI -/ , Ali C �i SGG7`✓f�ml�t 'e rr is m a'n UNAUTHORIZED USE OR COPYING OF THIS OR. I LOCATION MAP I FROM DOOM TOWN BRYAN: START OUT GOING NORTHEAST ON GRAHAM RD TOWARD FRONTAGE RD W. 0.6 MILES TURN LEFT ONTO FRONTAGE RD W. 0.3 MILES TURN LEFT ONTO ROCK PRAIRIE RD. <0.1 MILES TURN RIGHT ONTO LONGMIRE DR. 0.1 MILES END AT 3400 LONGMIRE DR COLLEGE STATION, TX 77845-5962, US SITE SHT' NO. DESCRIPTION T-1 TIRE SHEET A-1 ARCHITECTURAL SITE PLAN A-2 SITE ELEVATION A-3 SECTIONS AND DETAILS E-1 ELECTRICAL PLAN E-2 SINGLE LINES AND DETAILS E-3 ANTENNA SCHEMATIC G-1 GROUNDING PLAN & DETAILS G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS GN-1 GENERAL NOTES GN-2 GENERAL NOTES GN-3 GENERAL NOTES IN-411 GENERAL NOTES S S HEE01, INDEX miff-MWIN ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESSI (-3400—F LONGMIRE DR. COLLEGE STATION —,TX. 77845 DESIGN TYPE: CO —LOCATE DRAVING TITLE: TITLE —SHEET ALASKAN NATIVE BROADBAND T-1 10 I 2' 0 2' 4' 6' SCALE: 1/8"= 1'-0" —x —x ---- k� EXISTING WOODEN FENCE "_xxxx— /* EXISTING 12' GATE EXISTING DRIVEWAY J x x x —x —x PROPOSED BTS CABINET /� ANB TO UTILIZE EXISTING ON PLATFORM ELEVATED COVERED PLATFORM x REMOVE EXISTING EQUIPMENT iFROM PLATFORM I II I X I I x I ( I I x II I I J I x xxx—x—x—x—xx—x—x—x—x� EXISTING UTILITY RACK \— EXISTING CHAIN —LINK FENCE WITH 3 STRANDS OF BARBED WIRE ON TOP Sterling Engineering Design Group 7171 HwT 6 North, Suite 201 Houston, Texas 77095 P:01)583-7088 F:1281)583-5� C POW CHRISMPHER P. HILLMM .........93952.....:= sop t�ti`01VAL ' 'he irkarmcra r asc€e>^d neren is c ;�rieiar:.,i;t er'a. Engineering m ^es:n t . usee, duc `ed o niselcse * h EJ ar'.;`e:^: pemssion""^e iricr::.�i;�: herzin fs evt �r+, a PATENT P NriNG w. t5s,m l ri.! UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO —LOCATE DRAWING TITLE: ARCHITECTURAL SITE PLAN ALASKAN NATIVE BROADBAND REVISIONS BNB MR OEQD IP CPH 6V� ' 6 2 14 DATE IND DESCRIPTION A-1 0 EXISTING 150' EXISTING 6' HIGH CHAIN UNK HENCE WITH 3 STRANDS OF BARBED WIRE ON TOP SLOT FOR ADJUSTABLE GROUNDING BAND CLAMP CLAMP T 1/4'-20 HARDWARE 6 GROUND LEAD GROUNDING CLAMP ASSEMBLY FIGURE 1 FIGURE 3 TYPICAL WEATHERPROOFING DETAILS MAST SHALL EXPEND A MIN. 4' ABOVE TOP NT OF ANTENNA ANTENNA PUTTY TAPE rIGURE 3 12 GREEN STRANDED CADWELDED 5' FROM TOP OF ANTENNA MAST FROM UPPER GROUND BAR DOWNTILT BRACKET 2 3/8- O.D. MOUNTING PIPE -1/2' COAX JUMPER ELECTRICAL TAPE OVER MASTIC TAPE APE $6 GROUND LEAD TAPE 2 BARRELL HYDRAULICALLY CRIMPED CONNECTION IF REQUIRED ANTENNA O CONFIGURATION,N, EXTEND LEAD W/12 CONDUCTOR TO GROUND BAR GROUNDING CLAMP FIGURE 4 ANTENNA INFORMATION MNT POS TX/ RX ANi MFG ANTENNA MODEL DOWN TILT (DEG) DOWN TILT (ELE) AZIMUTH (DEG) FEEDUNE SIZE (IN) COLOR CODE BASE HEIGHT (FT) A MID TX1/RX1 CSA PCSAD65-19-2 O E-2 30' 7/8 YELLOW/ORANGE 116' EST. 8 C MID RX2 CSA PCSA066-19-2 O E-2 3O 7/8 YELLOW/WHRE 115' EST. D MID TX1/RX1 EMS RV90-18-02 O E-2 15O 7/B RED/ORANGE 115' EST. m E F MID RX2 EMS RV90-18-02 O E-2 15O 7/8 REDAHTTE 115' EST. G MID TX1/RX1 EMS RV90-18-02 O E-2 270* 7/8 GREEN/ORANGE 115' EST. H I MID RX2 EMS RV9D-18-02 O E-2 2701 7/8 GREEN/WHITE 115' EST. ANTENNA DETAIL 6 ANTENNA INFORMATION 7 MINIMUM OF 75% OR OBSTRUCTIONS MUST BE x, 270' IN ANY DIRECTION BELOW 15' �r � o Z z � r oleo, ��qkv y�e CPS MINIMUM SKY VIEW REQUIREMENTSm�� NOTES: 1. THE ELEVATION AND LOCATION OF THE GPS ANTEN44 SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT 6 DESIGNED TO FASTEN TO A STANDARD 1-1/4' DIAMETER, SCHEDULE 40. GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR M. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SFW1 BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE CASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTEN44 IS MOUNTED SUCH THAT IT 6 WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA 6 WITHIN 2 DEGREES OF LEVEL 4. DO NOT SWEEP TEST GPS ANTENNA. CAD 1 12 AWG BCW BUS BAR MOUNTED TO ICE BRIDGE POST 12 AWG BCW GPS ANTENNA (GAMMA: 1-1/4'0 SCH. 40 STAINLESS STEEL OR GALV. PIPE r PIPE CAP li 3 1/2' DW. ICE BRIDGE I SUPPORT PIPE (EXTENDED) i ANTENNA ALIGNMENT I II NOTES. ' 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS, PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. i 1 1/4' PIPE TO 3' 2. CONTRACTOR SHALL VERIFY THE DOWN➢LT OF EACH ANTENNA WITH A DIGITAL LEVEL I PIPE CLAMP 3. CONTRACTOR TO CONFIRM COAX COLOR COMING PRIOR TO CONSTRUCTION. 4. COLOR BANDING SHALL BE 2' WIDE ON THE MAIN LINE (5 WRAP MIN.). SPACING TO BE 1' BETWEEN COLORS. COLOR BAND ON JUMPERS 1 WIDE WITH 1' SPACE. START COLOR BANDS 2' BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO END CONNECTOR. —GROUNDING KIT 1/2.0 COAX CABLE MINIMUM SENDING RADIUS PER MANUFACTURER'S STANDARD 46 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) —� —TO GROUND REVISIONS X. r� Sterling Engineering Design Group 7171 Hrry 6 North, Suite 201 Houston, Texas 77095 P:281)583-7088 F:(281)583-549 CHRISTOPHER P. HILLMAN 1� t......•...... 93952 Ap ',�tI�S�ONAL •ENG�� I. ilrIULIVIIHL—WOKMUL JLURLIJ 'tie _..,:•. ;,:c4;f ^9'en ::priei�. ' Ait . cra Emir a. n.q yx DSO'Cw LI.L. one slmld e;'ese r e .r ,9 o tc+c UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No, 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER, CLL-011—A SITE ADDRESS, 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO —LOCATE DRAWING TITLE, SITE ELEVATION ALASKAN NATIVE BROADBAND 3 14 70' A-2 A SCALE: 1/16'-1'-0' GPS DETAILS ANTENNA ORIENTATION DATE NO DESCRIPTION SUGGESTED EQUIPMENT ARRANGEMENT NOTE: THESE DRAWINGS DO NOT CERTIFY THE PLATFORM STRUCTURE, ONLY ITS CONFIGURATION. EQUIPMENT PLATFORM DETAIL 11 L3x3x3/8 VALMONT CLUSTER SUPPORT BRACKET No. B1258 OR APPROVED EQUAL unit Lwr LATTICE COAX SUPPORT )ST CABLES THREADED ROD P601090 HEX NUT P0600400 FLAT WASHER P0133117 PLATE WASHER P069189F GRATED PLATE WASHER P0691895 FLAT WASHER PO133117 —1131 BTS ANCHOR TO PLATFORM CONCRETE GENERAL NOTES: STRUCTURAL STEEL 1. SPECIFICATKNS: BUILDING CODE REQUIREMENTS FOR 1 ALL STRUCTURAL STEEL WORK SHALL BE IN REINFORCED CONCRETE — ACI 318 LATEST REVISION. ACCORDANCE WITH THE 'SPECIFICATIONS FOR 2. STRUCTURAL CONCRETE: 3000 PSI MINIMUM COMPRESSNE STRUCTURAL STEEL BUILDINGS- (LATEST EDITION, STRENGTH AT 28 DAYS, TYPE I CEMENT, WITH 6x AS REVISED) OF THE RISC. + 1% AIR ENTRAINMENT, AND W/C RATIO OF D.45 MAXIMUM. 2. ALL STRUCTURAL TO BE ASTM A36. LATTICE TOWER 3. REINFORCING STEEL INTERMEDIATE GRADE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A615, 3. ALL STRUCTURAL STEEL TO BE GALVANIZED ASTM INCLUDING THE SUPPLEMENTARY REOUIREMENTS S1, GRADE 123• ALL BOLTS, FASTENERS AND HARDWARE TO 60 (FY— WOOD PSI) WELDED WIRE FABRIC ASTM A185 BE GALVANIZED ASTM A153. 4. MINIMUM COVER: 1 1/2' FOR BARS 15 OR SMALLER, 3' FOR CONCRETE DEPOSITED AGAINST GROUND. 5. LAP SPLICES ARE NOT PERMITTED UNLESS SHOWN ON THE DRAWINGS. THE MINIMUM LENGTHS OF LAP SPLICES SHALL BE AS SPECIFIED IN SECTION 12.15 OF THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 6. BACKFILL SHALL BE THOROUGHLY COMPACTED AT FOUNDATIONS IN 9' MAXIMUM LIFTS UNIFORMLY AROUND TO 95% MODIFIED INSTALL 20' WIDE DENSITY CABLE LADDER 7. BEFORE PLACING CONCRETE,CHECK ELECTRICAL DRAWINGS FOR INTERFERENCES AND OMISSIONS. & CHAMFER ALL EXPOSED EDGES 3/4' x 45. 12 — L POLYMETRIC ISOLATION BUSHING P0649172 DE FRAME HEX NUT P0600400 OTTOM SIDE OF RATED PLATFORM 14 REVISIONS r Sterling Engineering Design Group 7171 HA, 6 Ncr h, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-549,j c ,..................................... CHRISTOPHER P. HILLMAN -��j:...........: 93952t¢: CONFIDENTIAL —gWfDE SECRETS Sterir- Engi^etling x SQn C LLC. and s^^uld em:f: en y `he inic ru;tic;ry. e•rin ;a -t cM : —_N`' PENDING oz,3" ' tk - ini UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO —LOCATE DRAWING TITLE: SECTIONS AND DETAILS ALASKAN NATIVE BROADBAND rr[ ruw. m BNB WE I' m CPH DATE INOI DESCRIPTION A- I I NEW PTC PANNEL ON H—FRAME NEW TRENCH FOR —OWER AND TELCO y,—T T—T—T—T—T—T—TTT—T—T- L P—P—P—P—P—P—P—P—P—P—P—P_ I I a EXISTING I EQUIPMENT PLATFORM i I I EXISTING I I i i EQUIPMENT I I i PLATFORM d 3" CDT. I I POWER I I � aI a " CDT. EXISTING TELCO BOX 3I ON H—FRAME (TELCO) j —T—T—T—T—T—T NEW METER — — a II II " PROPOSED BTS CABINET II II ON PLATFORM X O EXISTING EQUIPMENT PLATFORM I ►. X ►0 04 X I — — — — i X X X X X X X X X X X X X X X X X X X ENLARGED SITE PLAN ABBREVIATI❑NS AFF — A OgVEEFI ISHED FL OR AIC gMMPERE INTERRUPTI G CAPACITY AWG — AMERICA� WIRE GAUG BKR — BR%AKER CKT — CIR DUIT CDT. — CONDUIT GPS — GLOBAL POSITIONING SYSTEM H. - �N ING HEIGHT LE - AI C�jIUURG ONL BREAKER EC — MBERAL ELECTRICAL CODE P. — POLE P — PHASE PH. ELECTRICAL PLAN SYMBOLS —D METAL HALIDE FLOOD LIGHT A_WP SINGLE POLE TOGGLE SWITCH - M. H. = 48'AFF /� HOMERUN TO PANEL WP GFI DUPLEX RECEPTACLE- 2OA- 125V, MOUNTING 18' AFF. 'GFI' DENOTES GROUND FAULT CIRCUIT INTERRUPTOR TYPE 'WP' DENOTES WEATHERPROOF COVER 0 EMBEDDED CONDUIT STUB -UP 0 GROUND ROD — 5/8*x 10'-0- LONG WITH CADWELD GROUND CONNECTION. ■ CADWELD CONNECTION — G — EMBEDDED /2 SOLID TINNED COPPER ® GROUND TEST WELL CABLE 31 Sterling Engineering Design Group 7171 Hwv 6 North, Suite 201 Houston. Texas 77095 PJ281)583-7088 F:(281)583-549j t .GHRISTOPHER P.HIUMM rol wNNUL1111hL -VrcnUL o': Eminzc•:n¢ x C'r D L C n6 Sh Uiu UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: ELECTRICAL PLAN ALASKAN NATIVE BROADBAND REVISIONS BNB MR Mw ►I CPH �cven am s I A GATE W DESCRIPTION E I J NOTE: 1. 25 PAIR TELCO CABLE TO BE PULL PTC CABINET TO BTS WILL HAVE 1( UP AFTER STUB UP AND COVERED TAPE. 2. 6' OF POWER AND GROUND TO BE AND COVERED WITH DUCT TAPE. CONCRETE CROWN ICE BRIDGE POST, BACKBOARD POST OR TRANSECTOR SUPPORT POST FINISH GRADE — AUGURED HOLE WIRE BRUSH & SOLVENT CLEAN EMBEDDED PORTION OF PIPE AS REQUIRED TO REMOVE ALL GREASE, LOOSE SCALE AND ALL MATERIAL DELETERIOUS TO CONCRETE BOND FOR CO WkN 11011 SEE ENLARGED RUN ON DWG E-I PLATFORM ELEVATION 1 POST FOUNDATION DETAIL FEEDER SCHEDULE ( 3" C. FOR TELCO t1•QTE; 3-1/C /3/0 & 1-1/C #6 GND - 3" C. ALL ELECTRICAL ENCLOSURE (: 3-1/C #4 & 1-1/C /4 GND - 2" C. TO BE NEMA 3R ® 1-1/C #2 BARE CU - 1/2" C. 3" CIA PIPE 05 2" C. FOR TELCO CABLES WEATHERHEAD. UTILHY CAP (�') 4'-6" LINES, COORDINATE WITH ELECTRIC COMPANY 200A GENERATOR PTG CABINET RECEPTACLE 2 SERVICE ENTRANCE 0 POWER METER/DISCONNECT PANEL Y0OA, 20M FUSIBLE ® POWER BOX GENERATOR DISCONNECT (FURNISHED RACK SUPPORT PIPES RECPT. BY SUBCONTRACTOR) UNISTRUT RACK ADJUST ) ENCLOSURE SIZE, SPACING, AND (SEE NOTES DETAIL 3/E2) S®@1NEI 200A NUMBER TO ACCOMMODATE TELCO DISC. EQUIPMENT PANEL 1 5 3" DIA GALV. PIPE 10' TELCO BOX 3 GRADE 1— 40A— P 2 00 LONG BDEEP 3" DIA CAM PIPE 10' BLE W/SPARE CARACCKK SSU UPPOORR T PIPE LONG BURBLED 3.5' DEEP RACK SUPPORT PIPE o IT GRADE I 5/6'0 x 1 D' LG. "-VTO ,2' DIA. X 42" DEEPGONG/REVISINNS GROUND ROD jj FOOTING TYPICAL FOR (2)\�\�\�\ \ U EMBEDDED GROUND LOOP RACK SUPPORT PIPES 77 (SEE NOTES DETAIL 3IE2) SINGLE LINE DIAGRAM 121 UTILITY RACK DETAIL 4 DATE DBCFW S►+ Sterling Engineering taL Design Group 7171 F.{,'Gt 6 ilh, SUiie 201 Hous on, Texas 77095 P:f281)583-7088 F:(281)583-54" / 1 • # .•. . i ..................................... CHRISTOPHER P. HItLMAN .................... ..... 93952 :� S CONFIDENTIAL — DE SECRETS e ir:, lion di>• s Dr:;priei ni. rr:inq Erire: ! ng z4 es - LC .;nc V ^.0 d NO" uSEi. ^i p2'?d. d?tile; lF^, Mri" ermissien. ^e ir'c-mc'or er?;m Dart C.f a PATENT PI —NI -NI, UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO -LOCATE DRAWING TITLE: SINGLE LINES AND DETAILS ALASKAN NATIVE BROADBAND 6 14 icva>a no' 0 Mi T DIN T` CONNECTOR BOTTOM JUMPER CAB NOTES: 1. SUBCONTRACTOR SHALL DOCUMENT AS —BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON RED —LINED DRAWINGS. 2. COLOR CODE ALL MAIN CABLES AT THREE LOCATIONS: TOP OF TOWER BOTTOM OF TOWER NEAR EQUIPMENT 3. FOR A 150' TOWER COAX FROUNDING KIT SHALL BE INSTALLED WITH ONE AT THE TOP AND ONE AT THE BOTTOME OF TOWER. FOR TOWERS WITH HEIGHTS IN EXCESS OF 150', PLACE ONE ADDITIONAL COAX GROUNDING KIT IN THE MIDDLE BETWEEN THE TOP COAX GROUNDING KIT AND THE BOTTOM GROUNDING KIT. ALPHA SECTOR BETA & GAMMA SECTORS TOTAL ITEM No. ITEM DESCRIPTION QUANTITY TX1/RXI TXI/RX1 (3 SECTORS) 1 ANTENNA (SEE NOTE 3) CSA—PCSAD65-19-02 EMS—RV90-18-02 3 AS —BUILT SERIAL# ANTENNA JUMPER (1) L4A—PDMDM-5 (1) L4A—PDMDM-6 2 (ANDREW) (LENGTH) (6 FEET) (6 FEET) 6 ATTACHED MALE DIN INCLUDED INCLUDED 2A CONNECTOR (ANDREW) W/ITEM #2 W/ITEM #2 6 3 MAIN COAX (LENGTH) 7/8" (115' EST.) 7/8" (115' EST.) 69D' EST. (ANDREW) AVA5-50 AVA5-50 UNATTACHED FEMALE 4 DIN CONNECTOR (2) L7PDF—RPC (2) L7PDF—RPC 12 (ANDREW) 5 BOTTOM JUMPERS PROVIDED BY PROVIDED BY 6 NORTEL NORTEL 6 ATTACHED MALE DIN PROVIDED BY PROVIDED BY 6 CONNECTORS NORTEL NORTEL 7 MALE N CONNECTOR PROVIDED BY PROVIDED BY 6 (ANDREW) NORTEL NORTEL B COAX GROUND KIT (ANDREW) (3) CSGL7 (3) CSGL7 18 REVISIONS Sterling Engineering Design Group 7171 Hwy 6 Norm, Suite 201 Houston, Texas 77095 P12811583-7088 F:(281)583-549,j C — '. .. * _... t /I • CHRISTOPHER P.HILLMAN ..................................... 93952 ; �¢ Sov 0wo �`��/CENS�O.� M ds:-. ed ... . is 'mriet".'v wit. grim-,Cr :;r, O << ; ud ; used, cited � &drek d =thc v!I; ew , °e. pe mss or. The info: mctic,: F:e en s c ,!'rf `s d=.:ENT PENDING ; x:sshnrt ri+i UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO —LOCATE DRAWING TITLE, ANTENNA SCHEMATIC ALASKAN NATIVE BROADBAND DATE 01 DESCRIPTION E 3 TO TOWER/POLE SEE DETAIL j2, THIS DWG. GROUND TEST WELL SEE DETAIL j3 r i DWG, G-3. I G I g G I 12 SOLID TINNED COPPER GROUND WIRE, PLATFORM j2 SOLID #2 SOLID GROUND, SEE NOTE j1 TINNED COPPER I I TINNED COPPER SEE DETAIL #I. DWG. G-3. GROUND WIRE G k� G GROUND WIRE (TYPICAL 3 PLACES) SEE NOTE 11 SEE NOTE #1 �--- G -- G--- - - — 0- 12 SOLID TINNED CAPPER GROUND WIRE SEE NOTE 12 cRQUNo BAR G SEE DETAILS /1 & /2 G 1 WG. G-2. - - j2 SOLID TINNED COPPER /2 SOLD 2•_0• TINNED COPPER GROUND WIRE I a SEE NOTE #2 \ IGt G {� j2 SOLID I SEE NOTE 02 `C\ TINNED COPPER GROUND WIRE TINNED COPPER GROUND WIRE SEE NOTE {'1 SOLID (TYP.) -- G------------ G- \5/8* 0 x 10'-0" LONG COPPER GROUND RODS GROUND TEST WELL SEE DETAIL 13 DWC. G-3. 0 APP-0* IN. 8VALS TO 10'-0' INTERVALS, SEE } 2 SOLID TINNED COPPER DETAIL J2, DWG. G-3. GROUND WIRE, PLATFORM GROUND, SEE NOTE 11 SEE DETAIL #I, DWG. G-3. (TYPICAL 3 PLACES) OTES: 1. NEW 12 SOLID TINNED COPPER GROUND LOOP INSTALLED AROUND PLATFORM, IS TO BE 18' MINIMUM DEPTH. 2. CROUNDING TIE-IN'S TO EXIST. CELL SITE GROUND LOOP, FENCING, EXIST. EQUIPMENT, ECT. IS TO BE ROUTED THRU A TRENCH AT THE SAME ELEVATION AS THE EXISTING GROUND LOOP. GROUNDING PLAN & NOTES BTS CABINET 12 AWG CU, GROUND (FENCE TIE-IN) --� GROUND CONNECTION AT EQUIPMENT ENCLOSURE I I,I VAGRO LOOPN (1�Cg) MAIN GROUND �Ti'oRl,�-� SUPPLEAItONT RODUIDAR(NP OLE OTES: 1. NEW 12 SLID TINNED COPPER GROUND LOOP INSTALLED AROUND PLATFORM AND ALONG ICE BRIDGE, IS TO BE RUN 18' BELOW GRADE AND COVERED W/GRAVEL FROM CELL SITE. 2, MOUNDING TIE—IN'S TD EXIST. CELL SITE GROUND LOOP, FENCING, EXIST. EQUIPMENT, ECT. IS TO BE ROUTED THRU A TRENCH AT THE SAMEELEVATION AS THE EXISTING GROUND LOOP. ANTENNAS (TYP.) COAX CABLES (TYP.)— CONNECTED DIRECGROUNDING DIRECTLY TOWER WITHOUT INSULATORS ON TOP BUS BAR ONLY GPS — FIELD LOCATE TO SUIT CONDITIONS. EPOSE TO SOUTHWEST SKY ELEVATED PLATFORMS I IN EXISTING PORTALS 2 — 3/8" GALVANIZED STEEL POST LENGTH AND CONNECTION TO BE DETERMINED TO FIELD BRIDGE / "—COAXIAL CABLE DRIP LOOP IN COAX CABLES COAXIAL CABLE GROUNDING SEE DETAILS 11 ihru 13 DWG. G-2. MONO -POLE ' GRADE +,1 .I G----+ -- �- G—NNED411D--- --- r- 6- ---G TINNED COPPER I L.'-..: '..I I•I CADWELD TO ICE^"I .;.I I;! BRIDGE POSTS I,ra L--J LJ (TYPICAL 2 PLACES) '_J (2)-#2 SOLID TINNED COPPER (BUS BAR GROUND) SOLIDOPPER R ROUND WREN SEEED NOTES 0, f z. j2 SOLID, TINNED COPPER GROUND WIRF, SEE NOTES #1&02. TYP. COAX CABLE & ICE BRIDGE GROUNDING 12 AWG CU. GROUND (FENCE TIE-IN) 5/8" x 10'-0' GROUND ROD TEST WELL I �MAIN y GROUND LOOP C-----�__ I - PPC/TPC ENCLOSURE (ON PLATFORM) ANTENNA GROUND BAR I GROUND CONNECTION AT ENCLOSURE CABLE TRAY OR ICE BRIDE 7 NOTES: L----- 1. ALL CONDUCTORS SHALL BE 02 SQUID TINNED COPPER, UNLESS OTHERWISE NOTED. 2. ALL NUTS BOLTS AND LDCKWASHERS SHALL BE 12 AWG CU, GREEN INSULATED BOND STRAP AT EACH JOINT GROUND CONNECTION AND EACH SIDE OF CABLE TRAY AT EQUIPMENT FRAME (TYP. THREE (3) LOCATIONS) STAINLESS STEEL 3. ALL COMPRESSION CONNECTIONS SHALL BE SOLIDLY CRIMPED TWICE AT TWO (2) LOCATIONS. 4. ALL METALLIC OBJECTS WITHIN SIX (6) FEET OF GROUNDED EQUIPMENT SHALL. BE BOUNDED TO THE GROUNDING SYSTEM. KEYED NOTES: 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 18" BELOW GRADE. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE J2 AWG BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED, GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6. EACH NORTEL EQUIPMENT CABINET SHALL BE CONNECTED TO THE #2 BCTW RUNNING ALONG PLATFORM WITH #2 AWG INSULATED STRANDED COPPER WIRE. EQUIPMENT CABINETS SHALL EACH HAVE (2) CONNECTIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY CRICKET AND INSTALLED BY ELECTRICAL CONTRACTOR 8. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL EXOTHERMIC CONNECTS SHALL BE INSTALLED UTILITIZING THE PROPER CONNECTION/ MOLD AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUN OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OF ROUTED THROUGH HOLES IN ANY METAL OBJECTS OF SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WICH COMPLETELY SURROUND THE CROUNDING CONDUCTOR SHALL NOT BE USED. 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 15. THE CONTRACTOR SHALL SUPPLY CRICKET WITH RESULTS FROM PRE -CONSTRUCTED (CO-LO ONLY) AND POST -CONSTRUCTION OHM TESTING (GROUND) RESULTS. 7171 H v 6 Norm, Suite 201 Houston, Texas 77095 P:(281)083'088 F:(281!583-51 C e :..::::,:ao:: :._;:,;; ae�en s �rcp�le::. •;• wan Serir� Emir .^g � es°q; GIB;; LLC; Inc ,.. t„u NOT dIk. od 5 £!:Iasi, 'he inicamctm' herein <'�'t of c -- UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GROUNDING PLAN DETAILS ALASKAN NATIVE BROADBAND REVISIONS — '"" BNB DATE 01 DESCRIPTION G 1 lZ, GROUNDING SCHEMATIC DETAIL W6 AWG FROM " CABLE MUNID KIT 1) GROUND BAR 7 3/4 ON WALL OR ON ANT N44 TOWER 0 /16 2 0 ° o o ° 0 0 ° 0 0 0 fTINNED 00 0 0 0 0 0 3 1 t LEGE D NOW TYPE G►aN 1 — TINNED COPPER GROUND BAR PLATE, 1/4-X 4-X 20-. NEWTON INSTRUMENT CO. CAT. No. B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 TWO HOLE LUG, TO BE USED WITH 3 - 5/8 - LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 %2 BARE TINNED COPPER WIRE 4 - WALL MOUNDNG BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6D56 OTE: TO GROUND RING 5 - 5/8-11 X 1* H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT No. 3012-1 CONTRACTOR TO UDLIZE KDPP-SHIELD (THOMAS & BETTS) OR PENETROX (FCI BURNDY) ON ALL LUG CONNECTIONS GROUND BAR DETAIL 11 j GROUND BAR DETAIL 12 OTES: 1. COAXIAL ANTENNA CABLE GROUNDING AT ANTENNA SHALL BE SIMILAR AS APPLICABLE. TYPICAL FOR ALL BONDING CONDUCTOR CONNECTIONS TO GROUND BAR PLATE. GROUND STRAP BODY AND ANDREW 2. DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. OXIDE -INHIBITING WEATHERPROOF TAPE SYSTEM DING EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM. JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS CABLE . NO INSULATION ALLOWED 3. PROVIDE ANDREW 36- GROUNDING CABLE REWIRING FIELD ANDREW GROUNDING CABLE WITHIN THE COMPRESSION TERMINAL" (TYPICAL) ATTACHABLE CRIMP ON LUG. DO NOT USE THE LUGS PROVIDED STAINLESS TINNED GROUND WITH THE GROUNDING KIT. PROVIDE TWO HOLE LUGS AS SHOWN STEEL TWO HOLE COPPER BAR PLATE SEE HARDWARE IN ANTENNA CABLE AND GROUND BAR DETAILS 1 & 2 3/8' x 1 1/2' HEX BOLT COMPRESSION TERMINAL SHOWN AS BACK TO BACK AT AWNNG PLATE CONNECTIONS DETAIL AT ANTENNA. PROVIDE CRIMP THIS DWG PLATE CON A I CONNECTION TYPE 'C' TAP FOR CONNECTION To GROUND CONDUCTOR. GRDUNDNG CABLE SWILL BE FIELD CUT TO SHORTEST O O O O O LOCK WASHER LENGTH POSSIBLE. 0 0 O O O O O FLIT WASHER NUS) O 0 O 0 O 0 (TYPIck) FIAT WASHER (TYPICAL) 7W0 HOLE CRIMP TYPE LUG SECTION A —A PROVIDE BURNDY CAT. No. YA6CL-2TC38 COAXIAL ANTENNA CABLE (ACTUAL No. AS REO'D.) COAX ANTENNA CABLE & GROUND BAR CONNECTIONS 13 ANTENNA CABLE 0 w ' ---------------------- WEATHERPRDDFING KD-j ANDREW 1221213 %6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) CABLE GROUND KIT NOTE: DO NOT INSTALL CABLE GROUND KR AT A BEND. AND ALWAYS DIRECT GROUND WIRE DDWN TO GROUND BAR. REVISIONS 1 Sterling Engineering W Design Group 7171 Hwv 6 North, Suite 201 HOUSt01, Texas 77095 P:(281)583-7088 F:(281'1583-549,q� c V VIYf IVCIV I1fiC -{a-- J-1-IJ =t1 NOT J-;:Ic2`edx dairad -... ;ifs E;p:'ess i wi. --fmssior:. ^e m^ fn,lial h= ^ s cost e+. e UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME, ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS, 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO -LOCATE DRAWING TITLEI GROUNDING DETAILS ALASKAN NATIVE BROADBAND CPS CABLE GROUND DETAIL DATE POI DESCRIPTION PA /2 COMPRESSION LUG (TREAT Wth18 NO�OX) ADJUSTABLE LEG 02 SOLID GRADE BENDIMMuM TINNED COPPER 7 GROUND WIRE 12 SOLID TINNED COPPER CADWELD CON1CTgN GROUND WIRE EXOTHERMIC WELD 18' BELOW GRADE TYPE -TA' CADWELD CONNECTION EXOTHERMIC WELD TYPE ' T' GRADE �G— G-- I� COPPPEERJ GROUND WIRE 18- BELOW GRADE (t�U II I- GROUND ROD 5/8'0 x 10'-0' LONG COPPERCLAD 1 #2 SOLID TINNED / COPPER GROUND WIRE - PVC, GALV. STEEL DR REINF. CONCRETE TEST WELL WITH REMOVABLE COVER INSTALLED FLUSH WITH FINISH GRADE 8' TO 12' DIAMETER GRADE 12 SOLID TINNED COPPER GROUND WIRE tr _ _18�BELOW GRADE CADWELD CONNECTION EXOTHERMIC WELD TYPE 'GT' 3' OF CRUSHED GRAVEL BELOW WELD. WELD SHALL RE" VISIBLE GROUND ROD 5/8` 0 x 10'-0' LONG (9 COPPERCIAD OTE: V ONE (1) TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER GROUND LOOP AND THE EQUIPMENT GROUND LOOP. NOTCH SIDES OF SLEEVE TO ALLOW ENTRANCE/EXR OF GROUND CABLE I PLATFORM GROUNDING DETAIL 11 1 GROUND ROD DETAIL 12 1 GROUND TEST WELL DETAIL 131 Qli:N � II � Qzz�� 2zla TYPE C TYPE HS TYPE SS TYPE PT II \ II \ III III4;12C TYPE CT TYPE GR TYPE VS TYPE XA I TYPICAL CADWELD CONNECTIONS TYPE GL LUG Sterling Engineering Design Group 717' Hwy 6 North, Suite 201 Houston, Texas 77095 P: 2811583-7088 F:('281 583-549 j C ................ ........................ CHRISMPHER P.-HILLMM ..................................93952tom. t%j`ONp`NGI,'�V wrvnuLnnitJ n� -wmut xunu� i r:ir.G Enainec� ^g AC s!an Doi;P LLC and . cud NOT be ;use Red a kdes *'the . as ,aw4 efm- ion i=TlCi: n ^ 5 po-td C Ni' PMW UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAVING TITLE: GROUNDING DETAILS ALASKAN NATIVE BROADBAND REVISIONS DATE 01 DESCRIPTION G 3 I 0 THE CONTRACTOR MUST PROVIDE CLOSE-OUT DOCUMENTS AT THE FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERSOF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODESBEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FORM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR EMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/ PROJECT AS DESCRIBED THEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. B. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FORM PLAIN SPOTS, DUST OR SMUDGES OF ANY KIND. 13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY CRICKET'S. REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC, ON THE JOB. 16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) PRIOR TO COORDINATING SITE SWEEPING. 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE PROJECT, A COMPLETE SET OF AS -BUILT DRAWINGS TO CRICKET'S PROJECT MANAGER. SITE WORK AND DRAINAGE EARTHWORK, EXCAVATION. AND GRADING PART 1 GENERAL 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.02 RELATED WORK A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS B. INSTALLATION OF ANTENNA SYSTEM 1.03 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.04 QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.05 SEQUENCING A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE. D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIALS. F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GROWTH. G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 1.06 SUBMITTALS A. BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENT). 2_ SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. PART 2 PRODUCTS 2.01 MATERIALS A. ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL - 500X AT ACCESS ROAD AND SOAK AT COMPOUND. D. GRAVEL FILL: WELL GRADED, HARD, DURABLE, NATURAL SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. U. S. SIEVE N0. 7. PASSING BY WEIGHT 4" 100 1/2- 50-85 4 40-75 10 30-60 40 10-30 100 5-20 200 0-8 GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM THICKNESS AND COMPACTED TO 957. DENSITY 2.02 EQUIPMENT A- COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. SMALLERAREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED DISPOSAL LOCATION. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3.03 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FORM FINISHED GRADES OR SLOPES INDICATED. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND THE SMOOTH SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED_ 1. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:1. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. K. RIPRAP ENTIRE DITCH FOR 5'-0" IN ALL DIRECTIONS AT CULVERT OPENINGS. L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALLOTHER DISTURBED AREAS AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIP -RAPPED. M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY. N. IF A DITCH LIES WITH SLOPES GREATER THAN TEN PRECENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0" ABOVE THE CULVERT ENTRANCE. 0. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. Q. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.04 FIELD DUALITY CONTROL A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 95% MAXIMUM DENSITY UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. 3.05 PROTECTION A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING STRAWTO A UNIFORM LOOSE DEPTH OF 1"-2". STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO STAKES EXTENDING 2'-0" INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CHAIN LINK FENCE PART 1 - GENERAL 4.01 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 4.02 APPLICABLE STANDARDS ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. ASTM-A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. FEDERAL SPECIFICATION RR-F-191-FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 - PRODUCTS 4.03 FENCE MATERIALS A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER SHALL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE 8'-0" HIGH X 2' CHAIN LINK MESH OF NO. 9 GAUGE (0.148) WIRE. THE FABRIC SHALL HAVE A TWISTED AND BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR THE BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12 GAUGE TWISTED WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5 O.C. D. ALL POSTS SHALL BE SCHEDULE 20-GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-123 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARDS)_ LINE. 2 3/8" CORNER 3" GATE 3" E. EXTEND GATE AND CORNER POSTS 12", INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8" DIAMETER SCHEDULE - 20 MECHANICAL - SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS_ f i Sterling Engineering Design Group 7171 HvN 6 Noilh, Suite 201 Houston, Texas 77095 P:1281)583-7088 F:(281i583-549'/ 1 >> ...........:.....I CHRISTOPHER P. HILLMAN ...................................../ 93952 936, IN CONFIDENTIAL - DE SECRETS e !;. ,:lion dsdr >:{ ^e,e€n : :;p!ieiu v w nrin4 Ervin ng + GesiynC ? e LLC. and c,au:d :a ? - s_-ed .+-::, c1,ed . &,dn.., aria ern::«en `..e of ..rtia1 s partrynr c OA-.,..NT PENuINi UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAMEl ROCK PRAIRIE SITE NUMBER: CLL-011-A SITE ADDRESS, 3400-F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE, CO -LOCATE DRAWING TITLEt GENERAL NOTES ALASKAN NATIVE BROADBAND GN-1 CPH J.. J. G. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL 1.02 RELATED WORK 2.05 CONCRETE MIX E_ EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED SCREENED, FLOATED, AND STEEL TROWELED. HAND OR IN PLACE BY USE OF GATE BRACE CLAMPS. A. COORDINATE UNDER SLAB CONDUITS. A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATING i MERCHANTS METAL MODEL MAXIMUM DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE WITH ACI 301, THE 28 SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING H. GATE HINGES SHALL BE 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE B. COORDINATE WITH GROUNDING. -DAY DESIGN COMPRESSIVE STRENGTH OF CONCRETE OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM DEGREE ATTACHMENT, OR EQUAL 1.03 APPLICABLE STANDARDS SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE TIME REQUIRED TO PRODUCE A SURFACE UNIFORM IN FURNISHED MAY BE A COMMERICAL READY -MIX PROVIDED TEXTURE AND FREE FROM SCREENED MARKS OR OTHER I. THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF. A. ACI-301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE THAT DELIVERY TO THE PLACING LOCATION IS IMPERFECTIONS. THE FINAL FINISH SHALL BE PRODUCED Sterling BUILDINGS. SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER BY USE OF STEEL -BLADED FINISHING TROWELS. STEEL J_ LATCHES, STOPS, AND KEEPERS SHALL BE PROVIDED THAN 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. TROWLING SHALL COMMENCE ONLY AFTER THE SURFACES FOR ALL GATES. B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE. SLUMP OF DELIVERED CONCRETE SHALL NOT EXCEED 5". TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED, Engineering K. ALL STOPS SHALL HAVE A FULL -HEIGHT PLUNGER BAR C. ASTM C33 - CONCRETE AGGREGATES. B. THE FOLLOWING STRENGTHS SHALL BE USED: AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE. IF WITH DOME CAP. D. ASTM C94 - READY -MIXED CONCRETE. 1. FENCE POSTS FOUNDATIONS - DESIGN COMPRESSIVE FREE WATER IS BROUGHT TO THE SURFACE DURING THE ^ L. DOUBLE GATES SHALL HAVE A FULL -HEIGHT PLUNGER E. ASTM C150 - PORTLAND CEMENT. STRENGTH AT 28 DAYS OF 2,000 PSI. FINISHING OPERATIONS, IT SHALL BE REMOVED BY SPONGING_ FINISHING SHALL BE TIMED AND PERFORMED (XXT, BAR WITH DOME CAP. 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE SO THAT EXTRA WATER NEED NOT BE APPLIED TO THE Design Group M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE F. ASTM C260 - AIR -ENTRAINING ADMIXTURES FOR STRENGTH AT 28 DAYS OF 4,000 PSI. SURFACE BEING TROWELED. USED AT THE BOTTOM OF THE FABRIC, TERMINATED CONCRETE. WITH BAND CLIPS AT CORNER AND GATE POSTS. 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN 3.05 PATCHING G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. 7171 Hwy 6 North, Suite 201 N. A 6" X 1/2" EYE -BOLT TO HOLD TENSION WIRE WILL FORMING COMPOUNDS FOR CURING CONCRETE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BE PLACED AT LINE POSTS. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE Hous!on, Texas r7095 H. ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE. FOUNDATION SHALL CONFORM TO MANUFACTURER'S SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S DIRECTION. P:(281)583-7088 F:('281)583--540 0. STRETCHER BARS SHALL BE 3/16" X 3/4" OR HAVE I_ ASTM A615 -STEEL WELDED WIRE FABRIC FOR RECOMMENDATIONS. EQUIVALENT CROSS SECTIONAL AREA. CONCRETE REINFORCEMENT. C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY 3.06 DEFECTIVE CONCRETE P. ALL CORNER, GATE AND END PANELS SHALL HAVE A TRUSS ROD WITH TURNBUCKLES AND BE BRACED S ROD J. ASTM A185 - STEEL WELDED WIRE FABRIC FOR WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE 3/8" WITH ONEHORIZONTAL COMPRESSION MEMBER, WITH ONE CONCRETE REINFORCEMENT. NOT CONFORMING TO REQUIRED LEVELS AND LINES, ATTACHED WITH IRON FITTINGS. 1.04 QUALITY ASSURANCE D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER. DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. 1 1' 3.07 PROTECTION R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. CONCRETE MATERIALS AND OPERATIONS SHALL BE E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR •••• �/ TESTED AND INSPECTED BY THE ENGINEER. CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. A. IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL »,�t� S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH 1.05 TESTS PART 3 - EXECUTION PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND DOME CAPS. MECHANICAL INJURY. FINISH WORK SHALL BE PROTECTED. ....................................... T. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK 3.01 INSPECTION B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE CHRISTOPFIER P. Htt_t.MAIV WITH SET BOLT AND LOCK WIRE IN THE ARM. PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR� ••................................' OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER PENETRATIONS, PLATES, REINFORCEMENT, AND OTHER PEROID NECESSARY FOR HYDRATION OF CEMENT AND �: 93952 Q•0 U. ALL CAPS SHALL BE CAST STEEL. MATERIAL REJECTION WHEN SUCH DEFECT IS DISCOVERED ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY HARDENING OF CONCRETE. t/� p '.• (` A* AV V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. ACCEPTANCE. PLACED, HELD SECURELY, AND SHALL NOT CAUSE GG /'' �,0� V WIRE - FULL HT. HARDSHIP IN PLACING CONCRETE. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS �� '••.,,,,•,..•' G,�r • (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL �� S/ N PART 3 - EXECLfI'10N A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF TWO 3.02 PREPARATION EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE i THE TOWER AND PIER FOUNDATION_ SHALL BE FROM ACID, ALKALI,SLATS, OIL, SEDIMENT, OR ORGANIC 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL TESTED ® THREE DAYS, TWO ® TWENTY-EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY. IF A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH STEEL BRUSH AND MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN CONFIDENTIAL - DE SECRETS AUGER EQUIPMENT REQUIRED TO BE USED IN THE FUTURE. APPLYING BONDING AGENT. APPLY BONDING AGENT IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, TI:e ';;r ,: i or: j>cce:::.•.e:e s !iei:;-y +en„ 4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. SPRINKLERS, AND SPRAYING DEVICES. DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF DURING COLD WEATHER AND CURED ON SITE UNDER 3.03 PLACING CONCRETE j;?;p.;� [�-:{;;�:�;B z• D.wcgr, G;r�=� 1.C. ane c^:^.�IJ POST HOLE EXCAVATIONS. SAME CONDITIONS AS CONCRETE IT REPRESENTS. ,/�A' c ,,C•- a �.j � t,�5 4.06 INSTALLATION C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS mL1tlL,2 e�::..,,.m._.,,r. ..e ..::m�.1i,� s3;i nnttL ri A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6" CONCRETE TEST CYLINDERS TAKEN. INSPECTION IS WAIVED IN EACH CASE, PLACING OF PART 1 - GENERAL UNAUTHORIZED USE OR COPYING OF THIS OR COVER UNDER POST. PART 2 CONCRETE SHALL BE PERFORMED ONLY IN THE ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN -PRODUCT PRESENCE OF THE ENGINEER. 1.01 WORK INCLUDED B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 2.01 CONCRETE MATERIALS CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, PRUJECT N0: 1/4" IN 8'-0". EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION A. THE WORK CONSISTS OF THE FABRICATION AND 359-061 CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND C. AT CORNER POSTS, GATE POST AND SIDES OF GATE WATER, FINE AND COARSE AGGREGATES, AND ADMIXTURES BEEN APPROVED, AND UTIL FACILITIES ACCEPTABLE TO WITHOUT LIMITING THE GENERALITY THEREOF, INCLUDES FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AS SPECIFIED BELOW ALL WELL MIXED AND BROUGHT TO THE CRICKET REPRESENTATIVE HAVE BEEN PROVIDED ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR AND TENSION BAND -CLIPS AT 1'-3" INTERVALS. PROPER CONSISTENCY. AND MADE READY FOR ACCOMPLISHMENT OF THE WORK ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS SITE NAME, D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH A. CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: ROCK PRAIRIE BAND -CLIPS AT 1'-3" INTERVALS. -ALKALI PORTLAND CEMENT CONFORMING TO ASTM C150. CRICKET HAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT TESTING. 1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS SITE NUMBER: E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CLIPS AT 2'-0" INTERVALS. B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CONCRETE SHALL COMPLY WITH ASTM C33. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE AND PLATES. 1 WITH ACI 301. 2. WELDING AND BOLTING OF ATTACHMENTS. CLL-01 -A F. A MAXIMUM GAP OF 1" WILL BE PERMITTED BETWEEN C. WATER: WATER FOR MIXING AND CURING CONCRETE THE CHAIN LINK FABRIC AND THE FINAL GRADE. SHALL BE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, SLATS AND SHALL BE FREE FORM OBJECTIONABLE INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR 1.02 REFERENCE STANDARDS SITE ADDRESSt G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE QUANTITIES OF SILT, AND OTHER DELETERIOUS BARRIERS ARE NOT DISTURBED DURING CONCRETE FROM BOTH SIDES. SUBSTANCES. PLACEMENT. A THE WORK SHALL CONFORM TO THE CODES AND 3400-F LONGMIRE DR. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED 2 .02 ADMIXTURES 3.04 SURFACE FINISHES STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER SIGHTED HEREIN: COLLEGE STATION, TX. 77845 OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM A. SURFACES AGAINST WHICH BACKFIRE CONCRETE 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, DESIGN TYPE: TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS TM 4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT PART OF THE COMPUTED MIXING WATER REQUIREMENTS. SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT RACE STREET, PILATIO LP 19103, USA AS REPAIR OF DEFECTIVE AREAS. "COMPILATION FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED F T STANDARDS PUBLISHED OF ASTM STANDARDS IN PUBLISHED IN BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. AT A UNIFORM STRENGTH AND SHALL BE BATCH BY B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHARE BUILDING CODES". CO -LOCATE MEANS OF RELIABLE MECHANICAL DISPENSERS. PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL CONCRETE B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A -WATER OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT, OR BY SACKING 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE DRAWING TITLEi CAST -IN -PLACE CONCRETE REDUCING AND RETARDING. WITH UTILITY OR ORDINARY GROUT. FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND 2.03 CURING COMPOUND: ASTM C309, TYPE 1, CLASS B; BRIDGES": "SPECIFICATIONS FOR THE DESIGN. FABRICATION GENERAL NOTES TRANSLUCENT. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." PART 1 -GENERAL WILL BE PERMANENTLY EXPOSE TO THE WEATHER SHALL 2.04 ACCESSORIES BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN ALASKAN NATIVE 1.01 DESCRIPTION DRAWING SPECIFIES A HORIZONTAL SURFACE OF SURFACES, WORK INCLUDES CONSTRUCTION OF CAST -IN -PLACE A. NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING SUCH AS STAIR TREADS, WALLS, CURBS, AND PARAPETS BROADBAND CONCRETE FOUNDATIONS, INCLUDING FURNISHING AND AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING SHALL BE SLOPED APPROXIMATELY 1/4 FT. INSTALLING READY -MIX CONCRETE, REINFORCING, MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 D. SURFACES THAT WILL BE COVERED BY BACKFILL OR x ten, FORMWORK, AND ACCESSORY MATERIALS AS SHOWN ON DAYS. CONCRETE SHALL BE SMOOTH SCREENED. REVISIONS BNB THE DRAWINGS. CAST -IN -PLACE CONCRETE INCLUDES ALL r>< �� SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON B. JOINT FILLERS BITUMINOUS TYPE, ASTM D1751 OR CPH GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS. NON -BITUMINOUS TYPE, ASTM D1752. �� C. ANCHOR BOLTS: ASTM A307. UNPRIMED. 12 14 GN-2 n[v� w o �� DESCRIPTION 2 ��/'.... ....a. PART -PRODUCTS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: CONDUCTORS 2.01 MATERIALS WAVEGUIDE AS INDICATED ON DRAWINGS. INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE A. WIRES AND CABLES (600 VOLTS): CONFORM TO THE A. STRUCTURAL STEEL: SHALL COMPLY WITH THE E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP NATIONAL ELECTRIC CODE (NEC) - APPLICABLE STATE APPLICABLE UL AND IPCEA STANDARDS FOR THE USE REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL TEST UNDER HEWLETT-PACKARD 8713B RF SCALAR ELECTRIC CODES, THE NATIONAL ELECTRICAL SAFETY CODES (NESC), AND THE TERMS AND THE CONDITIONS INTENDED. COPPER CONDUCTORS WITH 600 VOLTS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON ,• STEEL. NETWORK ANALYZER SUBMIT FREQUENCY DOMAIN TO THE PROJECT OF THE AUTHORITIES HAVING LAWFUL JURISDICTION THE DRAWINGS. STRANDED CONDUTORS FOR NO. 8 OR 2.02 WELDING REFLECTOMETER (FDR) TEST RESULTS MANAGER. TESTING SHALL BE PERFORMED BY AN PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE INDEPENDENT TESTING SERVICE AND BE BOUND AND REQUIRED BY THESE CODES, RULES, REGULATIONS, AND DRAWINGS. USE OF ALUMUNUM CONDUCTORS WILL NOT A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. AUTHORITIES SHALL BE MADE BY THE CONTRACTOR BE PERMITTED. INSULATION SHALL BE TYPE THHN/THWN Sterling CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S INSULATION 75• FOR ALL CONDUCTORS, OTHERWISE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED. F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN LABORITORIES (UL): ALL MATERIALS, APPLIANCES, OR DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS SPECIFIED CONDUCTORS COLOR -CODED IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC ANTENNAS AND EQUIPMENT PER MANUFACTURER'S. RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS OF UNDERWRITER'S LABORATORIES, INC. THE LABEL OF, PHASE CONDUCTOR, COLOR CODING SHALL BE A -BLACK. Engineering WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX USED IN THE BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL OR LISTING BY: U.L. IS REQUIRED_ B-RED,N-WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS. n SUBMERGED ARC PROCESS SHALL CONFORM TO AISC COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS I& SPECIFICATIONS. PORT LOCATION UNLESS OTHERWISE STATED. SHALL BE THE PRODUCT OF THE SAME MANUFACTURER NO.6 AND SMALLER: 3M SCOTCH -LOP OR T & B C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING STA COMPOR SONSEE OR INDENT TYPE CONNECTORS Design Group REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. G. ANTENNA AND COAXIAL CABLE GROUNDING: IT CONFORMS TO THE CONTRACT REQUIREMENTS AND WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR WITH INN COPPER CONDUCTORS LARGER THAN 6 SOLDERLESS D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN CONNECTIONS ARE TO BE WEATHER SEALED WITH MEETS THE APPROVAL OF THE OWNERMATERIAL AND . EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF INDENT HEX SCREW OR BOLT TYPE PRESSURE CONDUCTORS, PROPERLY TAPED OR INSULATED. 7171 f'"wi° 6 North, Suite 201 FASTENERS. INC. CD100 CAPACITOR DISCHARGE STUD ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER' Houston, Texas 77095 WELDER OR EQUAL. TYPE 3221213 OR EQUIVALENT. CURRENT IN STANDARD AND DESIGN. C. SPLICES: (480 VOLTS AND UNDER): CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO P:i281)S6s7G88 F:E281i5R3-549 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE TERMINATION WITHOUT SPLICES UNLESS APPROVED BY SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE D. 10N: FABRICATION. ERECTION, AND INSTALLATION THE BUILDING INSPECTOR. MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. (NOT WITHIN BENDS). OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE OF THE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND PERSONNEL EXPERIENCE IN SUCH WORK AND SHALL CIRCUIT BREAKERS r INSTRUCTIONS TO PROPERLY SELECT AND INSTALL 1.02 RELATED WORK PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD STUD WELDS. UP PROGRESS OF THE PROJECT. A. PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC TRIP, SINGLE, TWO, OR THREE POLE BRANCH CIRCUIT 2.03 BOLTING FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE •• ,. OTHER TRADES PRIOR TO BID: E. PERFORMANCE ALL THOROUGHLY TEST FEEDERS, AND ALL PROPER OPERATING BREAKERS SHALL BE SINGLE HANDLE, COMMON TRIP, +••• f A BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO EQUIPMENT CIRCUITS FOR CONDITION AND FREEDOM FROM GROUNDS AND SHORT A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR *; . 6 :•� �J ASTM A325 HOT DIP GALVANIZED OR ASTM A153, NUTS SHALL BE HEAVY HEX TYPE. 1. FLASHING OF OPENING INTO OUTSIDE WALLS. CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL AVAILABLE FAULT CURRENTS. #� ................................. 2. SEALING AND CAULKING ALL OPENINGS. EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL 3. PAINTING. OPERATED UNDER LOAD CONDITIONS. GROUNDING CHRISMPHER CONNECTIONS CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN METHOD_ 4. CUTTING AND PATCHING. F. BUILT DRAWINGS: DURING PROCESS THE WORK, 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE •"•••."•••••••'••••••••••'••••••••"•••/ S 'n ? II 9.7.752 I MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION MAINTAIN SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE � .A �• Q'� �' r •� �i 1.03 REQUIREMENTS OF REGULATOR AGENCIES OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY (NEC). NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) �.• �• /'' •�� 2.04 FABRICATION DIMENSION. UPON COMPLETION OF THE INSTALLATION. 780 (LATEST EDITION), AND MANUFACTURER.�•.,CEN.S�.• r �� •••••" �j A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC EQUIPMENT WHERE SUCH LABEL A. FURNISH U.L. LISTED EQUIP IS AVAILABLE. INSTALL IN CONFORMANCE WITH U.L. TRANSFER ALL RECORDED DATA TO BLUE PRINTS OF THE ORIGINAL DRAWINGS. .?� N ONAL AND AWS STANDARDS AND CODES. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS ! %% 1��v �y STANDARDS WHERE APPLICABLE. SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR 2.05 FINISH SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM RACEWAYS AND FITTINGS WHEN THE AC PANEL IN THE POWER CABINET IS A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE IN CCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN MILD CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL CONFIDENTIAL - DE SECRETS ^ sr^.!ieis•; »its HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS A. CONDUITS: ELECTRICAL METALLIC TUBING (EMT): BE INSTALLED IN THE AC POWER CONDUIT. THE WITH ASTM A123. OF STATE AND LOCAL BUILDING CODES HAVING STEEL, ZINC COATED ON THE OUTSIDE AND EITHER ZINC INSTALLATION SHALL BE PER LOCAL AND NATIONAL Serir:-a E�ir-�ctirg x =sl:;n you„ LL". une sh0 JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS COATED OR COATED WITH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE. MAXIMUM, SIZE 2 ELECTRIC CODE (NFPA-70). Nl'?' b2 used. �;;, ;ed o, &S,,J ;ed *`hc<i'; ?- �'•, a_ 2.06 PROTECTION WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: ELECTRICAL TRADE SIZE, UNLESS NOTED ON THE DRAWINGS ar"` `: 'verm;csian. ';e mt M601, ^e�e:n :< art :'I OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING ^'ENT `� -�Eh"` •"'""' -' ` `�I A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED 1. EIA -ELECTRONIC INDUSTRIES ASSOCIATION RS-22. SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED CONNECTION WHERE PRACTICAL OTHERWISE, THE UNAUTHORIZED USE OR COPYING OF THIS OR STEEL AND PAINT ANY FIELD CUTS, WELDS, GALVANIZED STRUCTURAL STANDARDS FOR STEEL ANTENNA BY NEC. CONNECTION SHALL BE MADE USING COMPRESSION ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN BREAKS WITH ZINC BASED PAINT, COLOR TO MATCH THE TOWERS AND ANTENNA SUPPORTING STRUCTURES. TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP PROJECT No. GALVANIZING PROCESS. B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE 2. FAA -FEDERAL AVIATION ADMINISTRATION ADVISORY 3.01 ERECTION OF STEEL CIRCULAR AC 70/7480-IH, CONSTRUCTION MARKING COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER COATED WITH ANTIOXIDANT (COPPER SHEILD) BEFORE MAKING THE CEIMO CONNECTIONS. THE MANUFACTURER'S 359-061 AND LIGHTING. THE GLAND AND RING COMPRESSION TYPE OR THE TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR 3. FCC - FEDERAL COMMUNICATION COMMISSION STAINLESS STEEL MULTIPLE LOCKING TYPE, CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING SET TO SECURE CONNECTIONS ARE TO BE FOLLOWED. MATERIALS WHICH DO NOT FORM A PART OF THE RULES AND REGULATIONS FORM 715, OBSTRUCTION SCREWS OR INDENTATIONS A MEANS OF ATTACHMENT SC SITE NAME COMPLETED CONSTRUCTION, BUY ARE NECESSARY FOR MARKING AND LIGHTING SPECIFICATION FOR . ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP ROCK PRAIRIE PROPER ERECTION. ANTENNA STRUCTURES DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN 4. AISC - AMERICAN INSTITUTE OF STEEL IMPAIRING THE CONTINUITY OF THE CONDUIT, IMC AND RIGID ALUMINUM CONDUIT_ PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOS SITE NUMBER ACCORDANCE WITH AISC REFERENCE STANDARDS. ALL CONSTRUCTION FOR STRUCTURAL JOINTS USING POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO WORK SHALL BE ACCURATELY SET TO ESTABLISHED ASTM 1325 OR A490 BOLTS. C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT. OR BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO CLL-011-A ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. 5. NEC -NATIONAL ELECTRIC CODE - ON TOWER RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE LIGHTING KITS. INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN AS DIRECT LINES AS POSSIBLE. INSTALL EXPOSED POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA SITE ADDRESSI PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES DURING CONSTRUCTION, AND TO PREVENT 6. UL - UNDERWRITER'S LABORATORIES APPROVED CONDUITS AND EMT PARALLEL TO OR AT RIGHT ANGLES TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT. 340D-F LONGMIRE DR. DANGER TO PERSONS AND PROPERTY. CHECK ALL ELECTRICAL PRODUCTS. EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. 7. IN ALL CASES, PART 77 OF THE FAA RULES AND STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING COLLEGE STATION, TX. 77845 PARTS 17 AND 22 OF THE FCC RULES ARE STANDARD ELBOWS. SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SPECIAL CONSTRUCTION APPLICABLE AND IN THE EVENT OF CONFLICT, SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH DESIGN TYPE, SUPERSEDE ANY OTHER STANDARDS OR MINOR BENDS TO AVOID OBSTRUCTIONS. THE ANTENNA INSTALLATION SPECIFICATIONS. D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR B. LIFE SAFETY CODE NFPA, LATEST EDITION. CONDUITS AND EMT NOT MORE THAN 8 FEET APART WITH IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER CO -LOCATE PART 1 - GENERAL NOT LESS THAN TWO ELBOW OR BEND INCLUDING RUNS THE FIELD CONDITIONS. GROUNDING CONDUTORS SHALL ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, DRAWING TITLE, 1.01 WORK INCLUDED JUNCTION BOXES, SWITCHES, FITTINGS, ETC. INSTALL SURFACES, OR EQUIPMENT. ELECTRICAL SPECIFICATIONS HOLE PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER. A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL BE ANTENNA INSTALLATION CONTRACTOR IN TERMS GENERAL PROPERTIES THAN 1 INCH. SPRING STEEL FASTNERS WITH HANGER RODS MAY BE USED IN DRY LOCATIONS IN LIEU OF PIPE PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS. GENERAL NOTES A�S�,(�I NATIVE OF COORDINATION AND SITE ACCESS. ERECTION A REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, STRAPS. BE RESPONSIBLE FOR THE EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS SUBCONTRACTOR SHALL THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM AND BOND TO THE EQUIPMENT GROUND BUS IN THE VlN PROPERTY. IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT PANELBOARD. BROADBAND B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND DRAWINGS. CRICKET COMMUCATIONS SPECIFICATIONS. REVISIONS ter[ tam BNB C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS ~� INDICATED ON DRAWINGS. CPH l"J DATE 0 DESCRIPTION -I GN 3 I O 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOWMANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. GROUND FIELD TEST PROCEDURE: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT.THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED TEN (10 OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 10 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 10 OHMS MAXIMUM. ENCLOSURES: 1_ ANY ENCLOSURES PURCHASED BY THE CONTRACTOR SHALL BE STAINLESS STEEL, NEMA 4X (WEATHERPROOF) CONSTRUCTION. HOFFMAN ENCLOSURES OR APPROVED EQUAL. GENERAL NOTES 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUERELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH —IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER_ 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND LARGER SHALL SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98%. CONDUCTIVITY, MINIMUM #12. 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY. OR APPROVED EQUAL. 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 10. CONDUIT ROUGH —IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 13. THE CONTRACTOR SHALL PREPARE AS —BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATS INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACR AS ADOPTED BY THE APPLICABLE STATE. 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCRURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH —IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON. 18. THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC,. AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH —IN. 19. THE PROFESSIONAL ENGINEERING SEAL APPEARING ON THESE DRAWINGS INDICATES ACCEPTANCE OF PROFESSIONAL LIABILITY FOR STRUCTURAL ENGINEERING ONLY. OTHER ELEMENTS OF THIS PROJECT ARE PART OF A COMPREHENSIVE DESIGN BASED ON INFORMATION RECEIVED FROM OUR CLIENT. Sterling Engineering Design Group 7171 Hwy 6 Ncr h, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281'i583-54" / ` C *fir •• •• '641 .CNRISMPNER P.HILLMAN,+ ................................... 9395246 s� 5�/CENSE N'_' • Li CONFIDENTIAL - E SECRETS er:,'n4 :Enai;,r., q & s -r,.u„ LLC un� me c ;ed�^ w!it2 emtisioa '^.e : c m 1 c. zin s ;.;'t e1 .. -NT PNON^ UNAUTHORIZED USE OR VCOPYING OF THIS OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN PROJECT No. 359-061 SITE NAME: ROCK PRAIRIE SITE NUMBER: CLL-011—A SITE ADDRESS: 3400—F LONGMIRE DR. COLLEGE STATION, TX. 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GENERAL NOTES ALASKAN NATIVE BROADBAND REVISIONS CPH DATE Q DESCRIMM GN-4 BUILDING PERMIT CITY OF COLLEQE•STATION 11'01 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-0000Qj844 Date 3/27/06 Property Address . . . . . . 3400 LO GMIRE DR F Property ID . . . . . . . . . - - R # Tenant nbr, name . . . . . . CRICKET COMMUNICATIONS Application type description COMMERCIAL, STRUCTURES OTHER THAN BUILDI Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL INDUSTRIAL Application valuation . . . . 10000 Owner Contractor ------------------------------------------------ FENI LLC 7171 HWY 6 HOUSTON TX 77095 (713) 865-3889 --- Structure Information 000 000 NEW EQUIPEMENT Q EXISTING TOWER Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . UTILITY AND MISCELLANEOUS Other struct info . . . . . EXTERIOR WALL TYPE NA IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 1.00 INTERIOR WALL TYPE' NA SEWER TYPE PUBLIC TAZ 376.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit Fee . . . . 60.00 Plan Check Fee .00 Issue Date . . . . 3/27/06 Valuation . . . . 10000` Expiration Date 9/23/06 Qty Unit Charge Per Extension BASE FEE 15.00 9.00 5.0000 THOU BLDG, VAL 1001-50000 45.00 ---------------------------------------------------------------------------- Special Notes and Comments Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS GUARDS SHALL COMPLY WITH SECTION R-312 (2003 IRC) OR ---------------------- -- - ----------------------------- BUILDING-DEPT REPRESENTATIVE: � � , APPLICANT: ��,, BUILDING PERMIT CITY OF COLLEGE.STATION 11'01 TEXAS AVE COLLEGE STATION, TX 77640 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 06-OOOOQ844 Date 3/27/06 -------------------------------------------- t Notes and Comments SECTION 1012 IN (2003 IBC) AS APPROPRIATE HANDRAILS SHALL COMPLY WITH SECTION R-311 (2003 IRC) OR SECTION 1009 (2003 IBC) AS APPROPRIATE REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. COLLEGE STATION ELECTRICAL DIVISION REQUESTS THAT THE METER CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE STRUCTURE AS CLOSE AS POSSIBLE TO THE SECONDARY FEEDER CONDUIT FROM THE TRANSFORMER. (see site plan for location of conduit or contact electrical division) CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE STAIRS SHALL COMPLY WITH SECTION R-311 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK A MAIN DISCONNECT MUST BE INSTALLED IF ADDING THIS SERVICE WOULD SURPASS THE 6 MAXIMUM METERS/DISCONNECTS ALLOWED AT ONE LOCATION OR STRUCTURE. Fee summary Charged Paid Credited Due ----------------------- ------- --------------------- BUILDING DEPT REPRESENTATIVE: �. APPLICANT: S BUILDING PERMIT CITY OF COLLEGE{ STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 06-00000844 Date 3/27/06 --------------------------------------------------------- Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.00 60.00 .00 .00 --------------------------------------- (S ------------------------ BUILDING DEPT REPRESENTATIVE:I'-1� APPLICANT: JAW S • For Office Use Only APPLICATION FOR BUILDING PERMIT DATE: 3I a IT REG CITY OF COLLEGE STATION 1101 TEXAS AVENUE APPLICATION # COLLEGE STATION, TX 77840 TEMP POLE # CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX P{amn e lkcrdeparme 5t actr �� WWW.CSTX.GOV ADDRESS/LOCATION: t2Z q 0 LOT BLOCK /K - &- SUBDIVISION PD p3de E 0 SA P U L SEC/PH BUSINESS/OWNER NAME: C K : G ke? C 0.44^-1 �...1 �`�A E.alu J PHONE: V% I 6•? � -d 6 �� CONTRACTOR/HOMEOWNER: /'Z^r-x L L.4 PHONE: CONTRACTOR ADDRESS: % j % % l iw N to 14 o ) 5-r6IJ %X %% 095 ELECTRICIAN: PLUMBER: )S k HVAC: N A GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ' SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) I DESCRIPTION OF WORK: Aid � , �� 70 ;s�r, Nti T e..+� lZ S A-c `4 '> �In �a �.�. ��.tT CAb:.ic-T 6•J 'Tole t/Ec %� L'Ab,'-171- L.'Na S nN Alu-icq'z a .j STRUCTURE USE: 7c` P_ HOMEOWNER ASSOC IATION/ARCH ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 10 1 0 0 0 TOTAL AREA: 3 2' HEATED AREA: O A (Cost of Labor and Materials) PUBLIC SEWER SEPTIC/TREATMENT SYSTEM ❑ SEWER TAP: ❑ WATER TAP: OTHER TAP: TEMP POLE GARAGE TYPE SIZE SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: SIZE ROOF TYPE: SINGLE F__] DOUBLE F-1 TRIPLE ATTACHED F-] DETACHED F-1 CARPORT SIGNATURE OF APPLICANT: 5e_a *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only C Comments: Dl'- 0u �r r NO Plans Examiner Zoning Official r 11b2_ E� SCHEDULE A - continued GF No.: 00033996 Policy No.: 386767 M September 19, 1997, recorded in Volume 2967, Page 114, Official Records, Brazos County, Texas. Said Note being additionally secured by Assignment of Rents, Leases and Security Deposits: Recorded: Volume 2913, Page 251, Official Records, Brazos County, Texas; and by Financing Statement on Realty, recorded in Volume 2913, Page 267, Official Records, Brazos County, Texas. 5. The land referred to in this policy is described as follows: Tract 1 - Leasehold i Being a certain 50 foot x 42.5 foot lease site lying in and being a part of Tract B of Ponderosa Place, Section 2, according to the map or plat thereof recorded in Volume 669, Page 651 of the map records of Brazos County, Texas, said 50 foot x 42.5 foot lease site being more particularly described by metes and bounds as follows: I I COMMENCING at a found 5/8 inch iron along the southwest right-of-way line of Longmire Drive (70 foot wide) for the most westerly corner of said Tract B, THENCE, N 48° 58' 46" W, along said southwest right-of-way line, a distance of 100.48 feet to a point along westerly line of 24 foot wide access easement; THENCE, S 30° 1813311 W along said access easement, a distance of 63.23 feet to an angle point; THENCE, S 49° 24' 10" W, containing along said access easement, a distance of 268.61 feet to a point for corner; THENCE, N 39° 44' 44" W, along the northeast line of said 24 foot access easement, a distance of 326.23 feet to a set 5/8 inch iron rod for the point of beginning and the south corner of the herein described parcel; THENCE, continuing N 39' 44' 44" W, a distance of 50.00 feet to a set 5/8 inch iron rod for the west corner of the herein described parcel; THENCE, N 38° 45' 15" E, a distance of 42.50 feet to a set 5/8 inch iron for the north corner of the herein described parcel; THENCE, S 39° 44' 44" E, a distance of 50.00 feet to a set 518 inch iron rod for the east corner of the herein described parcel; THENCE, S 38° 45' 15" W, a distance of 42.50 feet to the POINT OF BEGINNING. Tract 2 - Easement Being a certain 24 foot wide easement for ingress, egress and Utility purposes, lying in and being a part of Tract B of Ponderosa Place, Section 2 according to the map or plat thereof recorded in Volume 669, Page 651 of the Map Records of Brazos County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a found 5/8 inch iron rod along the southwest right-of-way line of Longmire Drive (70 foot wide) for the most westerly corner of said Tract B; THENCE, N 480 58' 46" W, along said southwest right-of-way line, a distance of 76.06 feet to the point of beginning; THENCE, S 30° 18' 33" W, a distance of 63.73 feet to an angle point; THENCE, S 49' 24' 10" W, a distance of 297.00 feet to a point for corner; PAUL J. FORD_ AND COMPANY S T R U C T U R A L E N G I N E E R S 250 East Broad Street • Suite 1500 • Columbus, Ohio 43215 Structural Analysis Report PJF Project No.: 49805-009, REV 1 Structure: Existing 150-ftMonopole Owner: AAT Communications Manufacturer_ Summit Manufacturing Inc Location: College Station, TX Site Number: 33968 Site Name: College Station Prepared For: AAT Communications 2097 North Collins Blvd, Suite 150 Richardson, TX 75080 Attn.'Chris Cioletti February 1, 2006 DAVID W. ��'+ - Analyzed by: Reviewed by: Mital R. Chavda, E.I.T. David W. Hawkins, P.E. Structural Engineer ty Department Manager mchavda(&pjfweb.com COLUMBUS, OHIO ATLANTA, GEORGIA ORLANDO, FLORIDA (614) 221-6679 (404) 266-2407 (407) 898-9039 Fax (614) 448-4105 Fax (706) 369-0044 Fax (407) 897-3662 • www.pifweb.com • i -, PAUL J. FORD AND COMPANY STRUCTURAL E NGI NE ERS 25a East Broad Street • Suite 1500 • Columbus, Ohio 43215 Executive Summary Design Standard:. Page 2 of 6 February 1, 2006 PJF Project #49805-009, REV 1 College Station, TX AAT Communications Paul J. Ford and Company has analyzed the existing monopole in accordance with the Telecommunications Industry Association Standard TIA/EIA-222-F for the following fastest mile design wind velocities: 70 mph Basic Wind Velocity without ice 61 mph Basic Wind Velocity with 112" radial ice 50 mph fpperational) Basic Wind Velocity without ice Antenna Loads: The existing monopole was analyzed for the following antenna loading: Elevation Description (6) Allgon 7251.01 + (6) TMA's Top 14"Low Profile Platform 135' (3) EMS FV65-17-02 (3) 14' Omni arm 127' (3) EMS TR65-19-02 (3) 12` Omni ,arm (6) Antel LPA 80063 + (3) CSS XP20-60-2 115' (3) 12' Omni arm 105' (2) CSA PICSA065-19-2 + (4) EMS RV90-18-02-DPi_2 12' Low Profile Platform Results: The monopole and foundation have sufficient capacity to support the above antenna loading while meeting the local minimum wind requirements. PAUL J. FORD AND COMPANY S T R U C T U R A L E N G I N E E R 5 250 East Broad Street • Suite 1500 • Columbus, Ohio 43215 Project Description: Page 3 of 6 February 1, 2006 PJF Project #k49805-009, REV 1 College Station, TX AAT Communications Paul J. Ford and Company has analyzed the existing monopole for AAT Communications in accordance with the Telecommunications Industry Association / Electronic Industry Association, TIA/EIA-222-F, "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures." The TIA/EIA standard was developed by professional engineers experienced in the design of communication structures. Pole History: The monopole was manufactured by Summit Manufacturing LLC, in 1998. The monopole was originally designed in accordance with Telecommunications Industry Association Standard TIAlEIA- 222-F for a 70 mph design wind for the following antenna loading: Elevation Description (12) Decibel DB896H Panel Antennas Top 14' Low Profile Platform (6) Scala AP17-1900-090D 135' (3) 14' Omni arm (6) Decibel D8896H Panel Antennas 120, (3) 12' Omni arm 105' (6) Decibel DB896H Panel Antennas (3) 12' Omni arm Structural Analysis: Our analysis was completed according to the recommendations of the TIA/EIA-222-F 1996. This standard recommends a minimum design wind velocity of 70 mph for Brazos County. if ice accumulation is considered, the TIA/EIA standard allows the design wind velocity reduced by 25% in conjunction with W radial ice. Our analysis was completed in compliance with the minimum wind requirements under the following load cases: 70 mph Basic WindVelocity without ice 61 mph Basic Wind Velocity with 1/2" radial ice 50 mph (Operational) Basic Wind Velocity without ice Page 4 of 6 PAUL J. FORD AND COMPANY February 1, 2006 5 T R U C T U R A L E N G I N E E. R 5 PJF Project #49805-009, REV 1 250 East Broad Street • Suite iSoo « Columbus;. Ohio 43215 College Station, TX AAT Communications Existing & Proposed Antenna loading: Our analysis was completed using the following existing and proposed antenna loading: Status Elevation Description: (6)'Allgon 7251.01 + (6) TMA's Existing Top 14' Low Profile Platform Existing 135' (3) EMS FV65-17-02 (3) 14' Omni arm Existing 127' (3) EMS TR65-19-02 (3) 12' Omni arm (6) Antel LPA 80063 + (3) CSS XP20-60-2 Existing 115' (3) 12' Omni arm Proposed 105' (2) CSA PCSA065-19-2 + (4) EMS RV90-18-02-DPL 1'2' Low Profile Platform Coaxial cable for this analysis was assumed internally mounted and not exposed to the wind. Results: When the new antenna configuration is considered, the monopole has sufficient capacity to safely support the new loading while maintaining the minimum wind rating: Member Elevation Actual Stress Allowable Stressl Percent Ca acit Shaft #1 108' 16.8 ksi 48.0 ksi 35.0% Shaft #2 71' 42.0 ksi 48.0 ksi 87.4% Shaft #3 35' 44.6 ksi 48.0 ksi 92.9% Shaft #4 o' 43.1 ksi 48.0 ksi 89.7% Base Plate 0' 27.6 ksi 50.0 ksi 55.1 % Anchor Bolts 0' 50.0 ksi 60.0 ksi 83.4% IFA The existing drilled pier foundation has sufficient capacity to support the new loading while maintaining the minimum required safety factors. 0 PAUL J. FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 250 East Broad Street • Suite 1500 • Columbus, Ohio 43215 Conclusion: Page 5 of 6 February 1, 2006 PJF Project#49805-009, REV 1 College Station, TX AAT Communications The existing monopole and foundation have sufficient capacity to support the new antenna loading while meeting the minimum wind requirements of this analysis. If you have any questions concerning our analysis, or if we can be of further service to you, please feel free to contact us at (614) 221-6679. Sincerely, Paul J. Ford and Company Mital R. Chavda, E.I.T. Structural Engineer IV E L L Januarv. 19, 2006 Mr. Shane Jenkins American Wireless Supply 26')0 Benner Drive Dallas TX 75220 RE: Nello 10'-6" Low Profile Platfortri Nello 10'-6- Universal V-Sector Mount Dear N&l Jenkitis: 1301 5tahly Drive P. O. Box 376 Nappanee, IN 46550 Phone: 674-773-4827 Fax: 674-773-5840 www.rielloinc.corn We have am3lyzed the 10'-O" Low Profile Platform NO(b Six 2' x 84" .antenna Mourning Pipes (part nnniber 1.10161) spccifi-7ally, for your loading! application At a height of 250' above ground, the mount can support a total of six antennas (t vo per face), each iiith .a ru<-xumtn projected a mi (CaAc) of 15 squxe.feet, in accordance %vith the TIAIVIA-222-F Standard, "Stntcturtl Standards fF:)r Steel Antenna Towers and Antenna Supporting Structures." with i) a "X1 mph fastest -mile basic wind speed without ice and 2) a 90 mph fastest -stile basic wind speed with VS" radial ice with a 25% wind load reduction. A 90 mph fastest -mile '%vind speed is equivalent to a 110 mpli 3-second gust wind speed per (lie 22003 lntematiotud Building Coop. We have also analy r_ed the Nello 10'4)" Universal V :Sector Mount with Two 2" x 84" Antenna Mounting Pipes (part number 110162) specifically for your loading appiication. At a height of 250' above ground, the mount can support a total of two antennas, each v6th a nuximutn projected. area (CaAc) of 20 square feet, in accordance with the TWFIA-222-F Standard, `-Structural Standards for Steel Antenna Towers and Atucnna Supporting Structures•" with 1) a 90 mph fastest -mule basic wind speed without. ice and 2) a 90 mph fastest -mule basic wind speed with radial ice with a 25% wind load reduction- A 90 mplt fastcst-tulle wind sped is equivalent to a 110 tnph 3.,,,�c:ond gust wind speed per the 2003, International Building Code. if you have ww questions, please contact me by phone at 919-755-1012 or by e-mail at holI,,&,fdh-inc.com. Sincerely, 1 7�Darrin. Holt, PILD_, P.E. Preside nL FDH Enginuring, Inc 557-B Pylon Dr. Raleigh, NC 27f;tM Texas Professional Enpl ccr PE-488128 F,,ncloscxi: Drawing I 10161, "Cow -Profile. Telescoping; Platform, included." Drawing 1.10162. "Universal V-Sector Frame" 10'-6 OF [29 •r�r •� wasyr. �y .✓. S aof Ss �� l0' ". six 2-3/ipe nicRa � E T2-318' 01) x 8d" pig nwttnis incCt%t fdf ; +. ,,.,, ...... ; , . We Drawing 100441 for Item 1. Drawing 103964 for Item 2: e Telescoping V 101-6 six 23/8" N E L LO pipe mounts I CORPORATION n ruuuc�. 1301 Stahl, Drive MI`G APP: Nappanee. IN 46550 ENG APP: DDA Bus: (574)773-4827 Fax: (574)773-5840 mic mvenp me vrov=> DESCRIF710N Nellolnc.ltisnotwbareprom+xd, ORAWNHY: TCT ORIG.DATfl 1/16l2006 owSNo: 11016 DATE NPD cc pkd or traced in whole or in part NPD NO: 837 wEjcr, : 1235 lbmass sr ee : 1 of 1 without our written cansenL _ DATE 3123/2005 DESCRIPTiON vised P/N 1006 �-- DESCRIPTION UNIT WEIGh7 ITEM 01' PART NUMcER 12"-13 Grade OH Nut- H;DG 0.0091bmas5 1 18 100115 GAG2 ibmass 2 18 100121 12' Lock washer 5/8"-11 x 2-'14' A325 bolt 1-1!4" the 0.035 Ibmass 3 12 100191 5/8'-11 Grade DH Nut 0.017 tDrMSS 4 12 100192 0.002lbrrass 5 12 I t00t94 518' Lock Washer 41 !bmass 6 3 100194 5' Strut Arm for Platom 12 X 8" Plate wdh 6 Holes Gahanized 7.71bmass 7 3 100391 12"-t3 z 10" Gratle 5 bott w?th 1-1 /4' Thread HOG 0.076lbmass g 18 100450 3" Sdh. 40 GalvaMzed PI e - 80 Ibmass g _ 3 100454 L htwei ht Comer We ldmenthr Low Prof(le Patform. Telesco In 1331bmass 10 3 100691 Olamo RingAssembl 10.314, 00 to 48''OD 239lbmass 1'I t 101175 12"-13 U-Solt 12'-13 x 5" x 3�18" x 2' DLxC1 xc r-"T 'd 0.7 Ibmass 12 12 t05625 Kmf.,� � r II 1 ' DETAIL B Notes: 1. See CAOAPP: RCH MFGAPP: ENGAPP: DDA t 2 8 DETAIL A Drawing 101175 for Item 11, TITLE: Low-Prcfile Platform, 10'-6". Pipe mounts not ircluded. I rJ e L LO CORPORA-i I ON d awing Is me property 11 ORAwN 6Y: TCT ORIG. DATE: 12412005 c. It is not to be n:pro8:ced, � or traced 1n wfiole or h Part 1 nr0 NO: 3T3 WEIC>rT: 1035Ibmass leaf oorwdtt" crosenL ' Np i 1377 Aldine Or, Nappanee, IN 46550 Bus:(574)773-4b27 Far, (574)773.5840 WVGNO: 103964 SHEET: 1 Of 2 i Of4set (19' OD - R e Di SECTION A -A C CO N � DESCRIPTI'= i� NeW Inc. It If not to ee DATE �PD _ __—.__ -� eoDied or treed in wm Revised PIN _- 1 without our written Notes: The Offset for the Comer Weldment is determined by selecting the corresponding Offset value for the known Diameter or Circumference. {pi n aw-Prorite Platform, 117.6". Low- �J Pipe mounts nct included. Me t- L O CA.DAPP: RCH CORPORATION 72377 Alrlim Or. MFG APP: Nappanee, IN 46550 ENGAPP: DDA BUS'. (574)773-4527 Fay. (574)773SE40 of ced. DP.AY•N3Y; 7CT ORIG.DATE: 1!<412005 DWGNO 1039E4 Part NPDNO: 171 wEtc+rr: 10351bmess SHEET: 2 OF 2 BILL OF MATERIALS ITEM CITY PART NUMBER DESCRIPTION UNIT WEIGHT 1 2 100100 1/2"-13 U-Bolt 1/2"-13 x 4" x 2-1/2" x 2" (DxLxCxT) Galvanized, Assembled with Nuts 0.6 Ibmass 2 1 100422 Crossover Plate 2-3/8" O.D. to 3-1/2" O.D. Pipe and 2-3/8" O.D. to 4-1/2" O.D. Pipe 5.9 Ibmass 3 2 105625 1/2"-13 U-Bolt 1/2"-13 x 5" x 3-5/8" x 2" (DxLxCxT) Galvanized 0.7 Ibmass 4 1 A 2" Sch 40 Galvanized Pipe See Chart 4 i _C -H U 3 3 in (Red ®O O m c w a� �r O X ti� 1 2 ORIG DATE TITLE SMC 1117/2005 2" Pipe to 3" Pipe Connection CHECKED Assembly (2-3/8" OD) N H LLO RCH 2/9/2005 rQRPQRAT ON MFG 72377 Airline Dr. PPROVED Nappanee, IN 46550 ODA 2/10/2005 Bus: (574)773-4827 COPYRIGHT NOTICE: WEIGHT Fax: 574 773-5840 This drawing is Ile property of See Chart DWG NO REV Nello Inc. It is not to be reproduced, 100441 2 copied or traced in who le or in part PRJ NO without our written consent. 546 SHEET 1 OF 1 Part Number A B C Weight 107551 107150 24" 7" 161bmass 107546 105233 36" 13" 191bmass 107547 107151 48" 19" 241bmass 107548 107152 63" 26-1/2" 281bmass 107549 100618 72" 31" 301bmass 100441 100201 84" 37" 34lbmass 100825 100615 96" 43" 381bmass 105196 100282 108" 49" 421bmass 107550 105029 120" 55" 451bmass -_EQUIPMENT PLATFORM STABILITY CHECK CABINET: NORTEL COMPACT METRO CELL OUTDOOR w=52" h=55" d=30" WT=1680 LBS PLATFORM: EMI 4' X 8' MODULAR PLATFORM w=96" h=3" D=48" WT=500 LBS PER CITY OF HOUSTON AND IBC WIND SPEED = 11OMPH 3—SEC GUST Iw=0.77 TABLE 1604.5 CATEGORY 1 EXPOSURE C SEC 1609.4 PS30=19.2 PSF TABLE 1609.6.2.1(1) (CONSERVATIVELY) lambda=1.21 TABLE 1609.2.1(4) (CONSERVATIVELY) PS=lambda * Iw * PS30 =1.21(0.77)(192.)=17.89 PSF WIND ON CABINET=(52/12)(55/12)(17.89)= 355 LBS WIND ON PLATFORM=(96/12)(4/12)(17.89)= 48 LBS OVERTURN MOMENT FROM WIND=355(45.5)+48(16)= RESISTING MOMENT=(1680+500)(24)= 52329 IN ' " SAFETY FACTOR FOR OVERTURNING=52320/1692 3.09 > 1.5 O.K. f e cricVet Communications 44 16920 IN —LB EQUIPMENT PLATFORM STABILITY CHECK CRICKET COMMUNICATIONS HOUSTON, TX PADIKICT N LFC, INC 17314 SH 249 SUITE 230 HOUSTON, TEXAS 77064 PHONE: 281.807.1441 FAX: 281.807.4188 D i a 8 L........ ....... 7 6 5_.. 5 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF ELECTRO MECHANICAL INDUSTRIES. INC. ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF ELECTROMECHANICAL IND., IS PROHIBITED. ; 17.7 MAX G 3 13.2 MIN SECTION A -A NOTES: i)ASSEMBLED WEIGHT: 500 LBS., SHIPPING WEIGHT: 530 LBS 2)ONLY PARTIAL GRATING SHOWN FOR CLARITY. $ 7 6 5 A ITEM Default/ QTY. DESCRIPTION 1 1 4' x 8' MODULAR. FRAME ASS'Y 2 2 3/16" x 1" x 2'x8' HDG SMOOTH GRATING (19W4) 3 5 HDG ADJUSTABLE SUPPORT LEG W/3/8" PAD 4 5 HDG 9" ALL THREAD W/ ADJUSTMENT NUT 5 8 HDG 1" GRATING CLIPS 6 10 HDG 3/4" NUT ADJU Fj C WELDED ADJUSTMENT NUT B DETAIL G UNLESS O7HER'N15E SPECIFIED CAD GENERATED DRAWING. r__�:...__... DIMENSIONS ARE IN INCHES DO NOT MANUALLY UPDATE I EX -EPT SNOT °TL7 RANCE�AP-' APPROVALS DATE ELECTRO MECHANICAL INDUSTRIES, INC. ' DEC IrnA s AKGLEs x c.am a as DRAWN CS 10.O6.OJ 1800 SHERWOOD FOREST STE #r`D-1 p xx a oIo _. _. HOUSTON, TEXAS 77043 Xxx ! ACS 1'-',' 'MFG.MGR. 4' 8' MODULAR PLATFORM .MATERIAL P-E. x ;ASTM A36 4500 GR 3. GROUPa "JOB oWG.: ';gEv: ;F1GEN.MGF..00 PART # 302 999 - 0001 :DATE\ GALV PER ASTM 123 ._....__....... ....._SIZESCALE .. .aflEET .. .... .... .... .. .. .... +auALErc 1 OF 1 ' DO NOT SCALE DRAINING -_....-_A..+ 4 3 2 vVecgh#s -r�kt. i_F•C nreenactMetro tell Outdoor-.Sllstem'Welghts -- - Hardware Weight Potands. Kliagraa-ns utdoer ccj-npact Cablrtet (Sarej 7a(] 31 _5 Battery Strings (fiN8 P.4arattwn 121f155FTX)e (Applicable to N-,LK01AA, NTLK01 PA.) ZF 217_i Battery Strings (GNB ttaratl'a.a in112V90FP �Aipolicable to NTGBI1?K) 300 Battery Strings Cast? FkM Iz-15gY- (AppaacaWa to N7CB-IIZC) 526 Battery Strirogs (Fi,�t� M l... A i B13aYi (Appicabie'to tfrl_01'VA) 442 199_S 550U'. R.ectlfi'or 2.5 1.2 XCEM 1G 4.5 CAfChh 2.0 10 4.5 CORFICORE 2.0 15 6-8 Spritter 8001J Hz 3 1.4 Spatter 1900 t,1HZ 0 5 02 Duplexer 8owl900 fAHz 20 $1 IMF 600 MHz: 14 6_4 tv1FRI,A-2 DW MHz 35 1 S-9 10FRYvI.-2 1 —1-00 MHz 35 15 Fully Configured Outdoor Compact Gabine0d no strings 1,200 5442 Outdoor Compact CaUnatvd 1 GN33 Maratl)un 12V155FrX stlhelV` 1`530. 7t 2 Ou.tdoor Cornpart Cabirtet,,et.t 2 G6lB t,aaratitan -i2U155F7h string& 21 `g.ro Outdoor r-,o;Irpa.-,L Cabinetwl I FlAtliol UfATB130 strlrag' 1642 743.8 0uldocr Gompa,t Cabinet v/12 FIAMPA U1178130 stdanngL, 2sr84 �44.1 Simtplit;ed 11attery Enclosure S,BE with no battery strings (NTGB11ZC) Bag 3w92 S BE vr�° 2 GI,48 MarBaiaora t49121,r�_,OF strlaags (NTGBI 1 ZA) l'gate a: estimated, v,*1glat on the GNI3 Marathon fAl2V155FTX battery string -Note b: estimated weight on flee GNS A9arathon battery string: ]Vote a;.; estimated vvelght on the C&D FAM. 1.2-150 bratteryO string Noted. estimated weight can the F1,4'hIM t1mTB130 :,artery string Compact Metre Ceii Outdoorlindoor PG 6 Y t. r NURTEL NETWORKS BUSINESS WITHOUT SOUNDARFES 4-4 Mechanical and environmental planning Nortel Networks Confidential Copyright © 2004-2005 Nortel Networks from clause 3.29 "weather tightness". Table 4-5 shows the structural load for the Compact Metro Cell Outdoor. Table 4-5 Structural load for Compact Metro Cell Outdoor Wind direction Wind speed Structural Structural load in lbf load in Newtons (N) Against the side 125 mph (55.9 m/s) 122 544.7 Against the front or back 244 1087.7 —e nd— MiniRE The structural load specifications for the MiniRE are listed in Table 4-6. Table 4-6 -qtrnr_ti iral Inad Wind Direction Wind Speed Structural Load in Ibf Structural Load in Newtons (N) Against the Side 125 mph (55.9 m/s) 122 544.7 Against the Front or Back 244 1087.7 —end— Metro Cell External Battery Enclosures Metro Cell External Battery Enclosures (EBEs) will operate under the following conditions: • EBE's may be deployed with the heater -only option ui an enviromilent that remains below +35°C annually (and above the acceptable lower temperature limit specified for each product). • Metro Cell EBEs may be deployed with the combined air conditioning - and heating (HVAC) option in any environment (within the acceptable temperature range specified for each product). • The environmental temperature limits are defined as the mean maximum and minimum yearly temperature based on the past thirty years. These temperatures are typically measured at the local airport. If the EBE is to be installed near the airport but at a different altitude, the mean nunimum temperature should be reduce by 6°CI1000m gain in altitude. NN-20000-166 Standard 03.07 September 2005 Nortel Networks Confidential Mechanical and environmental planning 4-5 Copyright © 2004-2005 Nortel Networks Structural dynamics requirements The Metro Cell is designed to comply with the following mechanical standards: • Bellcore GR-487- CORE, Issue one • Bellcore GR-63-CORE, Issue one • Test Method standard: TEC 68-2 These standards cover the following areas: • packaged shock/drop • transportation shock - rail • unpackaged shock/drop • earthquake - Zone 4 level rating • operational vibration • transportation vibration • lifting Physical specifications Physical specifications - indoor -48V, AC, 24V, and Wilmore (24V converted to -48V) versions of the DR are available. The indoor Metro Cell is comprised of a Digital Rack (DR), and a Radio Rack (RR). The DR and RR are designed to be mounted on the ground. The racks provide 77" of mounting space in a Bellcore compliant Zone 4 seismic rack. The rack is front access only with all cables, and interconnect dressed down the front side. The Digital Rack (DR), and Radio Rack (RR) must be placed adjacent (side - by -side) to each other when radio modules in the same sector are in both the DR, and RR. If they are configured with separation or cross aisle, the loss in the coax cables will exceed budget values, and degrade the system design performance. The DR and RR may be separated if the radio modules in a sector are in the same RR or DR. If the DR and RR are separated, no RF interconnect is allowed between them. Physical specifications - indoor Metro Cell AC, -48V The indoor Metro Cell can be configured for AC, or -48V DC power input. The AC power input must have battery backup. The RR is designed to hold up to nine Single -carrier Flexible Radio Modules (SFRM), six Mufti -Carrier Flexible Radio Modules (MFRM/MFRM-2), or a CDMA Metro Cell and Compact Metro Cell Outdoor Planning and Engineering Guide Vol. NBSS AUs,NCSAVWireIesSTM y vedP V Model No. PCSA065-19-x Electrical Specifications: Frequency: 1850 - 1990 MHz Gain: 19.5 dBi 17.4 dBd Input Impedance: 50 ohms VSWR: < 1.401 Polarization: Vertical Electrical Downtilt, (x): 0',2', 3°, 4°, 5° Azimuth Beamwidth: 65° Elevation Beamwidth: 4.7° 1" Upper Sidelobe: < -20 dB 1"Null: > -21 dB Front to Back Ratio: > 30 dB Intermodulation: < -153 dBc for 2 x 20W carriers Input Power: 25OW at 104° F (40° C) Input Connector: 7/16-DIN Female Operating Temperature: -40'F (-40°C) to +140oF (+60°C) Mechanical Specifications: Survival Wind Speed: 150 mph (241 km/h; 67 m/s) Wind Loads at 100mph 160 km/h (45 m/s): Front: 75 Ibf (335 N) Side: 66 Ibf (295 N) Weight: Antenna:. 24.6 Ibs (11.2JJkg) Bracket: 11'lbs (5 kg) Dimensions (LxMD): 75.0 x 8.5 x' 7.5 in (1905 x 215 x 190 mm) Mounting Interface: Wall or Pole 2 - 4.5 in (48 - 115 mm) dia, ctw pan and tilt Mounting Bracket: XSL53864 © 2004 CSA Wireless reserves the right to modify or change the specifications shown above. 0 IyC Azimuth Pattern Va 9 Elevation Pattern 3° Typical Radiation Patterns: M N Elevation Pattern 0° M Elevation Pattern 4° 9 U M !R Elevation Pattern 2° V. Elevation Pattern 5° 0 0 Radiation patterns available from the CSA Wireless website at www.csa-wireless.com. International Office: Americas Office: Tel: +44 (0) 1634 715544 Fax: +44 (0) 1634 715742 Tel: +1 (828) 466-0412 Fax: +1 (828) 466-0413 e-mail: international salesaOcsa-wireless com A0504 e-mail: americas salese,csa- wireless. com 36 Op dui d! p f act' I{ O 'D m O J a 5a tn.00d Terrace 3 g�i Section One ! t Va. 353, Pq. 319 . 5.0.4Y S rT31'IT swao I %/�/ �,�• � I _I /4 Ifi j f Tract B2 ^- 2 2.37 ocrea w =� R—inq - S -division ••.. ' �,« �� Vol. 1239. Pg. 219 �saw— eeY I I I I C.: Ponde— Place VOL 490. Pg. 169 svtxM•lelbn te•apn-ll Location Mop r� A .,._,� o! a I ' Tract B1 -I 1.63 ores 1 Ponderosa PI°ae I^ �" Pg- 651 II I Q Tract e Ponderosa PI.. e Seddon TWd I I I rs L--- ' .wr u.r c•,.•.+ t.�+.a a Al 4 $ CD Vd. t346. Pg. 209 Zo r-- ---------.e7----------- £ C) II � I L s Y CD YY I I r___________________ ,9 M1Yk uWq lexwr --- _________________________ ____ M-4[f°l3T E SHAY Tract G Ponderosa Pfau Section Two Tract B vd. 1 FWa PS 263 Ponderoso Place section two College Station, Texas LOrgmire Se11 Storoqe, LP. Jw Z. Inc. a ELEVATION REFERENCE MARKS Station 480083 REFERENCE ELEVATION MARK (FT. NGVD) DESCRIPTION OF LOCATION D RM 51 285.78 Railroad spike set in a power pale located on the south side of State Route 6 at Lick Creek. RM 52 296.15 From the intersection of State Route 6 and Rock Prairie Road, east approximately 0.9 mile to the intersection of Rock insurance agent or call the National Flood Insurance Program a I I APPROXIMATE SCALE 500 0 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS IEEE MAP INDEX FOR PANELS NOT PRINTED) CMAIN5: M�ullay NUMBER PANEL M COLLEGE STATION, CITY OF 480083 0201 0 UNINCORPORATED AREAS 481196 0201 O Notl 0-dM T6,MYMIM COMMU WNtlwuq Nu.M •�+ w.a�w � tea...: u. toMNUNIrr Mrlexn rww. -unity. M4y4.uW an M�rw,pPY,Nuwlortlr,WytR 4tNy. MAP NUMBER 48041CO201 D MAP REVISED: FEBRUARY 9, 2000 Federal Emergency Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov