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HomeMy WebLinkAboutCNEW2006-012250(.�- iaa5 .,, x G �Pendaflemr /3Esse/% R 7521Y3 10%�P4 City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F C O M P L E T I O N P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . . . Application number Description of Work Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved 8/16/07 4440 SH 6 S C COLLEGE STATION UNKNOWN TX 77845 FENI LLC 713 865-3889 06-00001225 000 000 COMMERCIAL, PUBLIC WORKS & UTILITIES NON-COMBUSTIBLE UTILITY AND MISCELLANEOUS Building Official - VOID UNLESS SIGNED BY BUILDING OFFICIAL PAGE A-1 SCHEDULE.*A GF NO. 12693 OWNER POLICY NO. 930005.18 DATE OF POLICY.: June. 20,'1994 3:18 O'CL0CK.PM AMOUNT $4b;'40.Q.00 : PREMIUM. t5 6:00 i. NAME OF INSURED: GTE MOBILNET of SOUtH' TEXAS'LIMITED PARTNERSHIP 2. THE ESTATE OR INTEREST IN THE LAND THAT IS COVERED 'BY THIS POLICY.IS:' FEE SIMPLE 3. TITLE TO THE ESTATE OR INTEREST IN THE .LAND IS INSURED AS VESTED IN: GTE MOBILNET Of SOUTH TEXAS LIMITED PARTNERSHIP 4: THE LAND REFERRED'TO IN THIS POLICY IS DESCRIBED AS FOLLOWS: Being A 1..729.acre (75,327 square feet) tract of land, situated in the S.W. ROBERTSON SURVEY, Abstract .No. 202, Brazos - County, Texas: being. the remainder of that certain.3,00 acre tract described in instrument to John G. Ott, et al, recorded in Volume 290., Page'111 of the -Brazos County Deed Records; and being more.partidularly described as follows: BEGINNING. at a 5/8-inch iron -rod found marking the intersection of the southwesterly right-of-way line' of Texas'Hwy.'6 (widened as..described in instrument recorded in Volume. '0018, Page 298 of the •Civil. Condemnation .Records 'of Brazos County; the right-of-way width varies) and the 'southeast line of said 3.00 acre John G. Ott tract, same being the .northwesterly line of that,certai..n.tract'.described in instrument to: Wedge .Wire Line, Inc., recorded -in Volume.1O76, Page-•422`of the Brazos County,Deed Records; THENCE, South 55 deg. 15! 22" West; 326488 feet along the northwesterly line of .said Wedge Wire Line, Inc..tract to a 5/8 inch iron rod.found marking the northern -most corner 'of, that certain 6.7883 acre tract described''in"instrument to the City.'of.-College recorded in Volume 1216, Page 440 of the Brazos County Deed.Records., THENCE,. South 54 deg;. 13, 52" West, 372.13 feet along the northwesterly line of'.sai :6.7883 acre tract -to a 1-inch iron pipe (with cap stamped "Cotton Surveying Company")'set for corner;* THENCE, North AS_ -deg. 04.' 00" East, 650.40 feet. along the .southeasterly line of that certain 4 acre tract -described. in'instrument.to Grady N' Arnold, "Jr., recorded. in Volume 1622' Page 178 'of the Brazos County Deed Records -to a 1/2 inch iron rod found for corner in the aforesaid AMERICAN TITLE -COMPANY ,. .. :t �'k'3�f7�dli6'ii3i.i�K_,ri:, . �...__ �l.-......�:..�.3e ..',r���.�iait� N ZONE AE Creek Tributary B Ito I 1 LIMIT OF DETAILED STUDY ►J Q O cc z 0 Q Cr a 0 r LIMIT OF DETAILED STUDY i'/�4) ^O N 9�. DIME Z Z� P C,OV� Z 9 �lE MISTY S insurance agent or call the National Flood Insurance ZI APPROXIMATE SCALE 1000 0 Wlll�l NATIONAL FLOOR INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 205 OF HO (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: E A COMMUNITY MM rM SUM COLLEGE STATION. CITY OF MOSS 0205 0 IINNCORPOUTED AREAS 481195 9205 0 NstlaTh INr TNeMM MIAV 91 ehownhebwMoetlMueetl �� a� ^� enlwK tlr IXRAMVTeTY MIAEER Hewn .EwnehaAea -on Yiw1Y1»iP8u16w1a1M FWlrot MAP NUMBER 48041CO205 D MAP REVISED: -- - . • FEBRUARY 9, 2000 Federal Emergency Management Agency Ct2¢Z e'C ` This is an oficial copy of a portion of the above referenced flood map. It .t_ •� G was mextracted using F-MIT On -Line. This map does not reflect changes 1 1 !O (o or aendments which may habeen made subsequent to the date on the Z C title block. For the latest product information about National Flood Insurance ZONE: A Y y Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov EXHIBIT "3" (1 of 4) €Itrtx�r��rt�t Customer ApprQVedMar 09 200 Application ID: 26571 Revision # 3 Submitted: Dec 06 2005 Submitted By: DHUDDLESTON Original Submit Date: Nov 19 2005 Desiree! Install Date: Dec 16 2005 Reason for Application: First time antenna installation at this 3DE Sob Number 67829 site Applications are subject to applicable Crown Castle engineering, regulatory, zoning/planning, and priority property - owner approval. Approval conditions may result in altemative requirements for type and/or placement of equipment. Approval conditions may also lead to additional or revised engineering analysis at Crown Castle discretion and upon consent of the customer. Company Information Site Information High level Company: CRICKET COMMUNICATIONS Crown Castle SPEEDWAY (REVISED 6/98) Site Name: MLA: Cricket (w/Crown) 9/29/00 (New Crown Castle, 815964 Company: Alaska Native Broadband 1 License, LLC Site ID; c/o Cricket Communications, Inc PO Box Grown Castle Address: 562250 ATT: AP Dept - Cell Site Lease District: Southeast Texas Invoice Address: 4440 SOUTH HWY 6 City/Town: San Diego City/Town: COLLEGE STATION State: CA Postal Code: 91250-2250 State: TX Postal Code: 77845 Customer Sob N/A Number: County: Brazos Customer Latitude: 300 33' 23.72" longitude: -960 15' 24.85" Site Name: Pebble Creek Structure GUYED Structure 216 ft Customer Type: Height; - Site plumber: Cl I -012 Legal Entity Information Operating Legal Entity. N/A Primary Contact: Jonathan Frye Phone: 2819315402;ceII21440488S5 E-mails ifryeC�cricketcommuncications.com Fax: 281-931-5414 Address: 440 Benmar Suite 3325 City/Town: Houston State: TX Postal Code: 77060 RF Contact: Thomas Chadeyene Phone: 231931SS69;ceII7195109942' E-mail: tchadeyene@cricketcommunications.com Service Information Svc Technology EIRP (WATTS) 1 CDMA 2600.I1 Antenna Information C Line Mfg. / # Pig. Pos.Elev Azimuth Model 1 1-3 A 216ft 0 CSA WIRELESS PCSA065-19-2 2 1-3 C 216ft 0 CSA WIRELESS PCSA065-19-2 3 1-3 D 216ft 120 CSA WIRELESS Frequencies Transmit Receive Std Frequency Start Stop Start Stop 1980.0 1985.0 1900.0 1905.0 Transmit Transmit Receive Receive Svc start Stop Start Stop Use Orient Status 1 1900.0 1985.0 1900.0 1905.0 TX/RX Mid Mount Proposed 1 1980.0 1965.0 1900.0 1905.0 TX/RX Mid -Mount Proposed 1 1980.0 1985.0 1900.0 1905.0 TX/RX Mid -Mount Proposed http://www.ecisites.com/engapplic/A— TrkEngPrint.do?colnlnand=View&printMode=true&appl... 3/1612006 —I — �i ce . - )I Fir L-noamljr- I r-"A P . G E L L 0 jammay 19, 20% Mjr Sjrd=JC"G An-r-Hem Wirelms&pply 20,0 Bcn=M-%e DaJb& TX 7-5220: RE. NCIJO -10 1 *r TAW Py0file Pladorra -!"Cub I.C', -6". Uni-mrs"d Nr-s=or motmt Dear lyk. Jenkins* 1301 StaNy Oflye PI. O—BOX vo NaPPArsee—W 49550 Phooe. $74-773-027 Far: 6744?3-6M wwwmefltp-iTC_cmr Wc 1mve.artaly7ed the Low Profl*- Ka&M with Six 2" x Aiftn4aMountmg PqK--S (pad numk= t 10161) spedficall3v'. 6w- your loading applicatim At whdgkof:250 ab(nre grounct tt=.munt. can sup pmt a toW of six aratemas Owc-.m face). each M-th a isat m: V,,cd na=r4awe with . the pMe area (CaAo.) of 15 sqime:ket. i T Aintema T&%tws avd. Amidma 'Sapporting stmd� UAVIBIA;222AF Sumdird, " Structmal SmWatdr. fi* SEA i With 1) a: 90 fliph fa I tes t-P.111c basi C.Witl dspl=d-A 90 atph -�ffl fa;4test de basic wind spood With Y:!" m&ial im ivith a 2$% %ind, kart .redmlim- A 90 mpbfi*jcsi�ajc mind speW is equiwkIA to a 110 mph 3—s-ccond gwP A : Mad qmed per the 2(03 IntormfimW BWMic, Coa. We ham,8190 amlyzW -the Nelto 1-07 4,,� Urmi m. I -V Mon at with. Two 27 x W.An- tenMbunti:W, PT" (pail jawnber 114162) sp=M�- Jbxr your Ioa&ng.apptjcatjoa ALt a heigJA Of 25o, A-,Cnc 9"un d� the inmknt can support. a total of N�o anbmms, each -*v-jtb:a is is tl TIVEIA-2-12,-F Shard, -&mcmral Stmdards for Steel !!filch Towers and Antarma SUPPOTti . ng siiuctjnm" vkIth. 1) a 90 mph fmtest-rnilc basic wiM�pccd withmA ice and 2) a 90 it fagest-4rile basic wind q5ccd with V," radial ice with a 25% wind load m4wdm A 90 alphfamst-ndle wind q)md is c4Wvalent to at 110 mV-t 3-9e:cmd Zuq, Ynyd spper the 2W3 Intrrmtional Builifing.Co& Cf'I}mTin Holt! RLD., Pam. 'Prmikoll FDH Engine-mv, inc: 557-=B Pylon Dr- RA-eigk NIC -"','&)6. 740.VaS ' Ofbssional 13E48912 9 Enclosed Dvavvmg 11016 1, 'Low-Preftle TeesmpingPjtfom-L jo'-6. sty . 2-1/04 Drawing 110162, "Universal V-Sector Fr4=n t 101-6::;- TtVo 2-313- OD x PART NUMI 100100 100112 1/2"-13 1/2"-13: UNIT WEIGHT , with Nuts 0.6 Ibmass 0.053 Ibmass )mass )mass nass nass nass pass nass nass Dmass )mass )mass mass mass )mass )mass pass J LILO )RATIt7N Airline Dr. te,IN 46550 '4)773-4827 4 7735840 R V 1 without our written consent. I I I V 546 ISHEET 1 OF 2 126 in (Ref) -38 1/2 in (Ref) i 0 M � a!I1--3 ZA C v= rum ORIG DATE N N � TITLE SMC 1272005 Universal V-Sector Frame, CHECKED 10'-6". Pipe mounts not N E L LO RCH 222005 included. MFG 72377 Airline Dr. APPROVED Nappanee, IN 46550 JML 5242004 Bus:(574)773-4827 COPYRIGHT NOTICE: WEIGHT Fax: 574 773-5840 This drawing is the properly of 334 Ibma55 WG No REV Nell. Inc. It is not to be reproduced, 101723 1 copied or traced in whole or in part PRJ NO without our written consent. 546 SHEET 2 OF 2 Parts List ITEM OTY PART NUMBER DESCRIPTION UNIT WEIGHT 1 4 100100 1/2"-13 U-Boll 1/2"-13 x 4" x 2-1/2" x 2" (DxLxCxT) Galvanized, Assembled with Nuts 0.6 Ibmass 2 1 100201 2" Sch. 40 Galvanized Pipe - 7'-0" 26 Ibmass 2" 1 2 100217 2-Pipe Connection Plate 3,6Ibmass 7� A I \ 3 2 \ 1 \ \ \ \ DETAIL A \ '11 DRAWN TITLE JML /1312003 2" pipe l0 2" Pipe L-Bracket 3/13noo3 Assembly with 2" x 84" N E L IL_ CD,JML Antenna Mounting Pipe CORPORATION Tqn 3/13/2003 72377 Airline Dr. PROVED Nappanee, IN 46550 DJI 3/13/2003 Bus: (574)773-4827 WEIGHT Fax:(574)773-5840 35.20 Ibmass WG No 1008REVI 22 SHEET 1 OF 1 EQUIPMENT PLATFORM STABILITY CHECK CABINET: NORTEL COMPACT METRO CELL OUTDOOR w=52' h=55' d=30' WT=1680 LBS PLATFORM: EMI e 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)= 1690 IN -LB RESISTING MOMENT=(1680+500)(24)= 52329 IN -LB SAFETY FACTOR FOR OVER'iURNING=52320/16920= 3.09 3.09 > 1.5 M /% no, cric et Communications 4# 4W it �r EQUIPMENT PLATFORM STABILITY CHECK CRICKET COMMUNICATIONS HOUSTON, TX PLATFORM LFE LFC, INC 17314 SH 249 SUrTZ 230 HOUSTON. TUAS 77084 PHONR: 201.807.1"1 M. 281.807.4188 D C B A 8 7 6 _. ___�........__. ..........._.__. ......... _.... __ __ ...._.._._. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF ELECTROMECHANICAL INDUSTRIES, INC. ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF ELECTROMECHANICAL IND., IS PROHIBITED. 1 17.7 MAX 3 13.2 MIN t SECTION A -A 5 NOTES: 1)ASSEMBLED WEIGHT: 500 LBS., SHIPPING WEIGHT: 530 LBS. 2)ONLY PARTIAL GRATING SHOWN FOR CLARITY. 4 3 2 1 ITEM Default/ DESCRIPTION CITY. 1 1 4' x 8' MODULAR FRAME ASS'Y 2 2 3/16"x 1"x2'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 4.5 I WELDED ADJUSTMENT NUT ADJUSTMENT 4 6 DETAIL G .......................................... UNLESS OTHERWISE SPECIFIED .............. ...... ......... ......... ......... ............ ............... _. CAD GENERATED DRAWING, DIMENSIONS ARE IN INCHES .. .. _. _..._.._. _ _ .- ----- - ..... DO NOT MANUALLY UPDATE �r ....................... .............. EXCEPT AS NOTED TOLERANCES ARE: APPROVALS DATE -""- DECIMALS ANGLES DRAWN--. - '--- ----- ELECTRO MECHANICAL INDUSTRIES, INC. .X ±.020 ± 0.5' CS 10.06.05 1800 SHERWOOD FOREST STE #D-1 xx ±.010 .xxx ±.005 125i �MFG.MGR. ......�........ ............._. HOUSTON, TEXAS 77043 ................... 800 953 0050..................... MATERIAL P.E. ` 4' x 8' MODULAR PLATFORM FINISH _ GEN. MGR. _..._ _......_......... GROUP A JOB #' f DWG- M...... REV. .. ._... GALV PER ASTM 123 PART # 302 - 999 - 0001 D 00 ........ ..... DO NOT SCALE DRAWING __. DUAL ENG SIZE SCALE 3�SHEET EA......_.................... OF 1 4 3 Z I c C 4_. B A Compact Metro Cell OutdoorlIndoor Weligh#S -r. kt a_r• C,0fr. nacr RSatro Cell outctnor-.Silstem'Weights .o.�.... x. _ _.. --- -- - Weight Hardware }�atrrrd5 FClleigraas Outdoor octnpai Gatkiet (Bara,, 7�fl 3i _5 Battery Strings (WIS CRarattwn IZV1551`7X)e (applicable to 2c7.i N i LiC AA.,14TLK01 P.A.) 1�2iieF}r.�trlitgS (.GNB Mar�alk,) tyl12V90F)E (�";POkcabla to 35-0 149.5 NTGS11 ZA) — Bat'tery, Strings (CS D FAM 12 �557� (APPticakrla :to UTGB11ZC) 526 237.7 Battery Strimgs (FtAta M UM T B130)}' (APp9cab1e is Wrl-K01'VA) 442 199.6 650W Reccfiur 2_5 1.2 GPSTtui 8 a_6 CKICPh 2.0 f:G 4.5 coP,E C RE 2.0 f5 6.8 Splitter 8001AF-z 3 3'4 Spiitter 1900 CAHZ 0 5 02 Dupl€�xcc 8DW1900 i` HZ 20 1IMF800 M z �4 6.4 -4 1AFP*,*,2 UO MHz 35 15.9 tvttrRta1-24"�3�taiHz 35 95.9 Ftrttyt Configured; Outdoor Umpact Cabirtetwi no strings 1,200 —16—W 6442 Ou'Woor Oump= CaUinet y'.1 i GNS tlaratl)un 12V155FT?G strt vg, 762 Outrioar Curnpa:ot Cabar�,�t rr' 2 GClB C�larat%an i2V155FT3E st�fng� .2160 874_5 Outdoor Compact CANn,80,'d 1 i<lAPAN1'LafdTBt30 strlre 1f42 743.8 Outdoor Cogipa-1 Cabinetwt 2 FIAPAM lltalTB130 Gtfiryt�r' 20 S44.1 Strn:pl€fied Battery Enclosure SEE :klt1: no ,atlu:y strings (NTG611ZC) a80 'r902 3BE.v.''2Gl 8l�larazt�crzt,R12`,r9OFstrings (NTOBI1ZA) i54.0 9E.5 tJate a: esljMate-d n*lglat on tie GNS MaratboA N1124f155M battery string Note i:r: esthnated weight on tl'L GNS Marathon N112VEON' battery string Note c— estimated veeight on the C3D FAV. 12-150 battery string tAe d: estlmated weight can .tba. RAM UMT6130 ; Ntte3y string PU 6 NCRTEL NETWORKS BUSINESS WITHOUT 80UNDAMES 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 I Structural load in Ibf load In Newtons (N) Against the side 125 mph (55.9 m/s) 122 544.7 Against the front or backi --- I — 244 1087.7 —e nd— MiniRE The structural load specifications for the MiniRE are listed in Table 4-6. Table 4-6 -qtmf-turnl load Wind Direction Wind Speed Structural Load in lbf 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 in an enviroiunent 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 minimum temperature should be reduce by 6°C/1000m gain in altitude. NN-20000-166 Standard 03.07 September 2005 Mechanical and environmental planning 4-5 Nortel Networks Confidential 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: TCC 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 Zo1:e 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 Multi -Carrier Flexible Radio Modules (MFR1\4/MFRM-2), or a CDMA Metro Cell and Compact Metro Cell Outdoor Planning and Engineering Guide Vol. 1 NBSS `CSAVWireIesS VA05101071__ Model No. PCSA065-19-x Electrical Specifications: Frequency: 1850 - 1990 MHz Gain: 19.5 dBi 17.4 dBd Inputimpedance: 50 ohms VSWR`. — — < 1.40:1 Vertical Polarization: Electrical Downtilt (x): 0°, 2°, 3°, 4°, 5° Azimuth Beamwidth: 65° Elevation Beamwidth: 4.7' 11 Upper Sidelobe: < -20 dB 1" Null: > -21 dB Front to Back Ratio: > 30 dB Intermodulation: < -153 dBc for 2 x 20W carriers Input Power: 250W at 104' F (40" C) Input Connector: 7/16-DIN Female Operating Temperature: -40°F (-40°C) to +140°F (+60oC) Mechanical Specifications: Survival Wind Speed: 150"mph (241km/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 (11.2 kg) Bracket: 11 Ibs (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, c/w pan and tilt Mounting Bracket: XSL53864 © 2004 CSA Wireless reserves the right to modify or change the specifications shown above. Typical Radiation Patterns: 9 S'D 3C 'I Azimuth Pattern 21, Elevation Pattern 0' Y?& Zelff,"000-00 - =__ - <M Elevation Pattern 2° YiA 0 P Elevation Pattern 3° Elevation Pattern 4° Elevation Pattern 5° 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 salesCcDcsa-wireless com A0504 e-mail: americas.sales()csa-wireless.com 36 PlUTEORN;ATIONAL 'n(/1 December 16, 2005 Charles LaVigne Crown Castle International 510 Bering Drive Houston, TX 77057 (713) 570-3161 PAUL J. FORD AND COMPANY 5TP,UCTURAL EN INEERS 250 East broad Street • Suite 1500 • Columbus, Ohio 43215 Paul J. Ford and Company 250 East Broad Street, Suite 1500 Columbus, Ohio 43215 (614) 221-6679 bstarreft@pjfweb.com Subject: Structural Analysis Report Carrier Designation Cricket Communications, Inc. Co -Locate Carrier Site Number: CLL-012 Carrier Site Name: Pebble Creek Crown Castle Designation Crown Castle BU Number: 815964 Crown Castle Site Name: Speedway Crown Castle JDE Job Number: 67829 Engineering Firm Designation Paul J. Ford and Company Project Number: 37505-532 Site Data Along an Access & Entrance Ramp Along Highway, College Station, Texas, Brazos County Latitude 300 33' 23.72", Longitude-96015' 20.85" 215 Foot - Guyed Tower Dear Charles LaVigne, Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural adequacy of the aforementioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 198426. The purpose of the analysis is to determine the suitability of the tower with the addition of (6) PCSA065-19-2 with (6) 1 5/8 coax at an elevation of 216 feet, combined with the existing and reserved equipment on the structure. This analysis has been performed in accordance with the Telecommunications Industry Association Standard TIA/EIA-222-F for the following wind design wind velocities; 70 mph Basic Wind Velocity without ice, 61 mph Basic Wind Velocity with 0.5" radial ice, and 50 mph (Operational) Basic Wind Velocity without ice. Based on our analysis, we have determined that the tower structure and foundation are sufficient for the proposed loading and modifications to the existing structure are not required at this time. We at Paul J. Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle International. If you have any questions or need further assistance on this or any other projects, please give us a call. Respectfully submitted, ��X$Z� Brian W. Starrett, P.E. Project Designer *; , K IN PAUL SAtIMAN ..............................I I q'• 48662 �,'�� Y?S- .</CENS.....- r. G-.\TOW£R1375_Cmwn—Caste\ Reports\2005\3750SS32.doc Crown Castle International 215 Ft. Guyed Tower Structural Evaluation Project Number 67829 TABLE OF CONTENTS December 16, 2005 CCI BU No. 815964 Page 2 of 63 INTRODUCTION............................................................................................................................................3 ANALYSISCRITERIA...................................................................................................................................3 TABLE 1 - PROPOSED ANTENNA AND CABLE INFORMATION..........................................................................3 TABLE 2 - EXISTING AND RESERVED ANTENNA AND CABLE INFORMATION....................................................3 TABLE 3 - DESIGN ANTENNA AND CABLE INFORMATION................................................................................4 ANALYSISPROCEDURE.............................................................................................................................4 TABLE4 - DOCUMENTS PROVIDED...............................................................................................................4 ANALYSISMETHODS.....................................................................................................................................4 ASSUMPTIONS..............................................................................................................................................4 ANALYSISRESULTS...................................................................................................................................4 TABLE 5 - TOWER COMPONENT STRESSES VS. CAPACITY (WITHOUT PROPOSED LOADING).........................4 TABLE 6 - TOWER COMPONENT STRESSES VS. CAPACITY (WITH PROPOSED LOADING)...............................6 APPENDIXA.................................................................................................................................................9 OUTPUT FROM COMPUTER PROGRAMS (WITHOUT PROPOSED LOADING)......................................................9 APPENDIXB...............................................................................................................................................35 OUTPUT FROM COMPUTER PROGRAMS (WITH PROPOSED LOADING)..........................................................35 APPENDIXC...............................................................................................................................................62 CABLEROUTING DRAWING.........................................................................................................................62 APPENDIXD...............................................................................................................................................63 LISTING OF REFERENCED DOCUMENTS.......................................................................................................63 GATOWER\375_Crown_Castlel Reports\2005137505-532.doc Crown Castle International 215 Ft. Guyed Tower Structural Evaluation Project Number 67829 INTRODUCTION December 16, 2005 CCI BU No. 815964 Page 3 of 63 The Speedway tower was originally designed and manufactured by Fort Worth Tower in 1994. This guyed tower is Forth Worth Tower job number 1931194. Paul J. Ford and Company was supplied with the original tower drawings. The 215-ft guyed tower was originally designed in accordance with Telecommunications Industry Association Standard TIA/EIA 222-F for the following design wind velocities; 70 mph Basic Wind Velocity without ice, and 61 mph Basic Wind Velocity with 0.5" radial ice. We were provided with the following foundation information; Foundation Drawings by Williams Tippett and Associates, Inc. dated June 13, 1994, and Soils Report #94-042 by Tolunay-Wong Engineers, Inc. dated May 11, 1994. ANALYSIS CRITERIA Crown Castle has asked Paul J. Ford and Company to provide a structural analysis of the existing 215-ft guyed tower located in College Station, Texas known as the Speedway site. Our structural analysis of this tower was completed according to the recommendations of the "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures", TIA/EIA-222-F. This standard recommends a minimum basic design wind velocity of 70 mph (measured at 33-ft above grade) for Brazos County. If ice accumulation is considered, this standard allows a reduced design wind velocity of 61 mph with simultaneous 0.5" solid radial ice accumulation. Table 1 — Proposed Antenna and Cable Information t h Table 2 — Existing and Reserved Antenna and Cable Information 37505532.doc Crown Castle International December 16, 2005 215 Ft. Guyed Tower Structural Evaluation CC/ BU No. 815964 Project Number 67829 Page 4 of 63 Table 3 — Design Antenna and Cable Information eA ea :.e -7 e Note: The existing antenna coax is asumed placed on the tower in the positions indicated in the information provided by Crown. Refer to appendix B. ANALYSIS PROCEDURE Table 4 — Documents Provided Document Remarks Reference Source Proposed antenna loading 815964 Crown Castle Existing antenna loading 815964 Crown Castle Original Tower Drawings 1931194 Forth Worth Tower Foundation Drawings 6/13/1994 --- Williams, Tippett & Assoc. Geotechnical Report 94-042 Tolunay-Wong Eng. Analysis Methods ERI Tower (Version 3.0), a commercially available software program, was used to create a three- dimensional model of the tower and calculate member stresses for various dead, live, wind, and ice load cases. The analysis was performed in accordance with the Telecommunications Industry Association Standard TIA/EIA 222-F. Selected output from the analysis is included in Appendix A. Assumptions 1. Tower and structures were built in accordance with the manufacturer's specifications. 2. The tower and structures have been maintained in accordance with manufacturer's specifications. 3. The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4. When applicable, transmission cables are considered structural components for calculating wind loads, as allowed by TIA/EIA-222-F. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and Paul J. Ford and Company should be allowed to review any new information to determine its effect on the structural integrity of the tower. ANALYSIS RESULTS Our structural analysis of the existing Speedway tower indicates that the tower is adequate as it now stands to safely support the proposed antenna loading. Table 5 — Tower Component Stresses vs. Capacity (Without Proposed Loading) Section Elevation Component Size Critical P SF*Ptb,V % Pass No. ft Type Element K K Capacity Fail T1 215 - 200 Leg 2 1/2" solid 2 -27.71 137.49 20.2 Pass 37505-532.doc EN !N ERS "WATNE ENGINEERING IBM S. DAIRY ASHFORD, SUITE 425 HOOSTON. TX 77W 632-327-0701 632-327-07D6 SURVEYOR N/A PLANNING N/A EEL C RIQ COT3.EGE STATION UtIJiiES TEI: 800-849-6623 TELCO V RT2ON TEL' 8OD-4W-2000 11 1Elmdff", SITE NAME: A0001001 rj,:qN& CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS PA R NOTES ON PLANS/SHEETS BY PMGC- Ile DATEO (CO -LOCATE) NEW EQUIPMENT AND NEW ANTENNAS ON A EXISTING 216'•-0" GUYED TOWER CROWN SITE NAME: SPEEDWAY SITE NAME: PTI�StE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE My 6 SOUTH COLLEGE STATION, TX 77&45 LON,- W 15. 20.4` W ((NAI're3) LAT: 3V JAY 23.7' N (NAD 63) ELEV.: 306' NAVD BB) AP,N. or PARCEL #: N/A ZOYNG DISTRICT: NJA LANDLORD CROWN CAST?,£ VERNATOK 501 KRIIG MYE, W(TE 500 H LJM7, ON, TEXAS M7 CONTACT: JEFF CRAWFORD - 713-570-3185 APPLICANT - CRICKET CO MiMWATKIHS 440 BENMAR BREVE, SUITE 3325 "WON. TEXAS 77060 CONTACT: J*NATTVM FRYE - 261-431-5402 BUILDING CODE: USE GROUP. SC 2DOD CONST. TYPE CO —LOCATE Sid. FOOTNX: 1%:SF. A-DA. COMPLIANCE FACAEITTY 5 LFIMANFIED AMA NOT FOR HUMAN KwATIOH THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC REGULATORY REQUIREMENTS PROJECT SUMMARY NUMBER:SITE CLL-012-A NO. N©. DESCRIPTION 1-1 TW SHEET GN-1 GENfR'A;_ NOTES GN-2 GEREM NOTES GN-3 usND: NOTES -� GN-4 GENERAL NOTES - A-) SITE PLAN A-2 ELLVATTON AND DETAILS A-3 SECTIONS AND DETAILS G-I GROUNDING PLAN AND DETAILS G-2 GROUNDNNO DETAILS G-3 GROUNDING OETAIS E-1 ELECTRICAL PLAN AND DETAILS E-2 SINGLE LIFE AND DETAILS E-3 D£iAMLS '%'3-ROWN SITE NUMBER: 815964 FROM CRICKET OFFICE: FROM 440 BEHMAR DR. HOUSTON GOING TOWARD GREENBRWR PiAZA OR, TURN LEFT ON IMPERIAL VALLEY DR. TURN RQiT ON N SAM HOUSTON PKWY E. TAKE RAMP ONTO BELTWAY 8. OD 12.1 TAKE RAMP ONTO US-294, GO 35.3, TAKE RAMP ONTO TX-6, GO 36 MI, TAKE EXIT FOR GREENS PRAIRIE ANUTURN UNDER FREEWAY, GO 0.2 MI, SITE IS ON WEST SD IDE OF HWY. SITE DIRECTIONS CITY OF COLLEGE STATION Building Inspection Department Received ql14l a6 Reviewed ._._y / !�joj 06 THE FOLLOWM PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AfTH QE THE CONTMIOR TO PROCEED IHTH THE GONSTRUCTION DESCRIBED HFRIN. ALL DOCUMENTS ARE SUBJECT TO REV" BY THE LOCAL BUILDING DEPARTMENT AW MAY IMPOSE CHANGES OR MODIFICATIONS. CRICKET R.F.: DATE: Avlkl CRICKET CONST.: l ----° -- DATE:-�` PROPERTY OWNER.: a , DATE: kn- I ii1i"tovAci� �GP1nI��'!ii'1® a7Foman Ashford Crossing 11 1880 S. Dairy Ashford, 'Suite 425 Houston, Texos 77077 Tel : (832) 327-0701 Fox : (832) 327-0706 0 D4/10/06 ISSUED FOR CONSTRUCTION NO I DATE DESCRIPT10N THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR OISCLDSURE OTHER THAN THAT WHICH RELATES TD CLIENT NAME IS STRICTLY PROHIBITED. OF JOSEPH S PROJECT No. 06-100--0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: C0 -- LOCATE DRAWING TITLE: TITLE SHEET cricket- 0 or Communications N T-1 I 0 A a 1MP0RTA,NT NOTE: THE CONTRACTOR MUST PROVIDE CLOSE-OUT DOCUMENTS AT THE FINAL INSPECTIDN WALK BEFORE PAYMENTS WILL BE MADE. r,ENERAL_ ..EQVIREMENTS 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 CODESSEARING 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. S. 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. 8, 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 N07 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 PARI 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 SUBBASE 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 ITEMI2ED 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. PARS 2 ERMUM 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, S. 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. I SIEVE NO. % 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 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-ORIV£R, 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. L RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:L. 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 T14E CULVERT ENTRANCE. O. 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.D4 FIELD QUALITY CONTROL A COMPACTION SHALL BE 901; 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. HALN INK EE•tiNCE PART 1 - GENERAL 4.01 SEQUENCING MOVAIVME inn Ashford Crossing 11 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tcl : (832) 327-0701 Fox : (8.32) 327-0706 1 0 104/10/06 SSLIED FOR CONSTRUCTION 1 NO DATE D EERIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED, OF . i ...................... JOS PH SAB B IUD lo A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE `f ......... ..„..........:,........ 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. A5TM-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-I91-FENCING, WIRE AND POST METAL (AND GATES, CHAIN UNK FENCE FABRIC AND ACCESSORIES). PART 2 - PR ILL 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. I PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012—A SITE ADDRESS: 4440-C STATE HWY 6 SOUTHI COLLEGE STATION, TX 778451 DESIGN TYPE CO- LOCATE DRAWING TITLE: GENERAL NOTES D. ALL POSTS SHALL BE SCHEDULE 20-GALVANIZEO STEEL PIPE AND SHALL BE TYPE 1 ASTM A-123 AND OF THE FOLLOWING DIAMETER COD PER FENCE INDUSTRY STANDARDS), LINE. 2 3/8- r c e t CORNER 3' GATE 3" CbRI(t1i6i11Cs'3lt6Qi15 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. za GN-1 I 0 r 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, SECURLLY 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 WIPE - FULL HT. 3,„„ EXECUTION 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT 4.05 iNSP€CTIOW 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. $; 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 V-3' INTERVALS. D. AT LINE POSTS, 'FABRIC SHALL BE ATTACHED WITH BAND -CLIPS AT V-3' INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CLIPS AT 2'-D' INTERVALS. F. A MAXIMUM GAP OF T' WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED $O 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 PART 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. EL 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. 1. ASTM A615 - STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. J. ASTM A185 - 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 Fr` 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 0 THREE DAYS, TWO 0 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, AglD, 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 SOL.UTiON 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. 2,04 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 01751 OR NON -BITUMINOUS TYPE, ASTM 1)1752. C. ANCHOR BOLTS: ASTM A307_ UNPRNMEO. 2.05 CONCRETE MIX E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED, FLOATED, AND STEEL TROWELED. HAND OR A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATING MAXIMUM DENSITY, STRENGTH, AND DURABILITY SHALL BE STARTED AS SOON AS THE SCREENED REQUIREMENTS IN ACCORDANCE WITH ACI 301, THE 28 SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING -DAY DESIGN COMPRESSIVE STRENGTH OF CONCRETE OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM .� SHALL BE AS SPECIFIED ON THE DRAWINGS, CONCRETE TIME REQUIRED TO PRODUCE A SURFACE UNIFORM IN innoYa- s FURNISHED MAY BE A COMMERICAL READY -MIX PROVIDED TEXTURE AND FREE FROM SCREENED MARKS OR OTHER an4movana THAT DELIVERY TO THE PLACING LOCATION IS IMPERFECTIONS, THE FINAL FINISH SHALL BE PRODUCED �A SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER BY USE OF STEEL -BLADED FINISHING TROWELS STEEL THAN 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. TROWUNG SHALL COMMENCE ONLY AFTER THE SURFACES Ashford Crossing It SLUMP OF DELIVERED CONCRETE SHALL NOT EXCEED 5', TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT 1880 S. Dairy Ashford, Suits 425 ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED, Houston, Texas 77077 Tel : (832) 327-0701 B. THE FOLLOWING STRENGTHS SHALL BE USED: AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE 1S SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE, IF Fox : (832) 327-07D6 1, FENCE POSTS FOUNDATIONS - DESIGN COMPRESSIVE FREE WATER IS BROUGHT TO THE SURFACE DURING THE l� A� YISF�IV� STRENGTH AT 28 DAYS OF 2,D00 PSI. FINISHING OPERATIONS. IT SHALL BE REMOVED BY SPONGING, FINISHING SHALL BE TIMED AND PERFORMED 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE $O THAT EXTRA WATER NEED NOT BE APPLIED TO THE STRENGTH AT 28 DAYS OF 4.000 PSI, SURFACE BEING TROWELED. 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN 3,05 PATCHING COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE 0 04/10/06 ISSUED FOR CONSTRUCTION j FOUNDATION SHALL CONFORM TO MANUFACTURER'S SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED RECOMMENDATIONS. ACCORDING TO THE ENGINEER'S DIRECTION. NO DATE DESCRIPTION 1 C. USE ACCELERATING ADMIXTURES IN COLO WEATHER ONLY 3.06 DEFECTIVE CONCRETE WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES THE INFORMATION CONTAINED IN THIS WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE SET OF DOCUMENTS IS PROPRIETARY NOT CONFORMING TO REQUIRED LEVELS AND LINES, YY NATURE. ANY USE OR DISCLOSURE D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. OTHER THAN THAT WHICH RELATES TO ONLY WHEN APPROVED BY THE ENGINEER, CLIENT NAME 15 STRICTLY F'ROH18li£D, 3,07 PROTECTION E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. A IMMEDIATELY AFTER PLACEMENT THE CONTRACTOR SHALL PART 3_=_EXECU?I0 PROTECT THE CONCRETE FROM PREMATURE DRYING EXCESSIVELY HOT OR hywxll>�� 1 OF rl #fig GOLD TEMPERATURES, AND AL. MECHANICINJURY. FINISH WORK SHALL BE PROTECTED. + r� e �.," 3.01 INSPECTION B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE 0 � � � I d! THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, LOSS AT RELATIVELY CONSTANT TEMPERATURE FORfi •,• * PENETRATIONS, PLATES, REINFORCEMENT, AND OTHER PEROID NECESSARY FOR HYDRATIONOF CEMENT AND r „{ ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY PLACED, SECURELY, AND SHALL NOT CAUSE HARDENING OF CONCRETE. If$•I JOSEPH S, A 80 HELD t HARDSHIP IN PLACING CONCRETE, C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS .»»» «•«» . «« .`•»«• : "� NG ORSPRINALL PERIODFACES. FINEMWATERPSHALL 3.02 PREPARATION EXPOSED BE CLEAN FREE A THE CONTRACTOR SWILL PREPARE PREVIOUSLY PLACED FROM AC€D, ALKAI,SLATS, OIL. SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY i «, CONCRETE BY CLEANING WITH STEEL BRUSH AND USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN .,«,,,« APPLYING BANDING AGENT.. APPLY BONDING AGENT IN PIPES, WITH ALL. h:EGESSARY APPLIANCES OF HOSE. .x,10' ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. SPRINKLERS. AND SPRAYING DEVICES. PROJECT No. 3.03 PLACING CONCRETE METALS 06-100-0121 A.THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS PART I GENERAL SITE NAME. - INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER, 1.01 WORK INCLUDED PEBBLE CREEK CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, SITE NUMBER: EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION A THE WORK CONSISTS OF THE FABRICATION AND SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND BEEN APPROVED, AND UTIL FACILITIES ACCEPTABLE TO WITHOUT LIMITING THE GENERALITY THEREOF, INCLUDES CLL-012-A THE CRICKET REPRESENTATIVE HAVE BEEN PROVIDED ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR AND MADE READY FOR ACCOMPLISHMENT OF THE WORK ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS S(TE ADDRESS: AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND SHOWN ON THE DRAWINGS. INCLUDING: CRICKET HAS PERFORMED A FINAL INSPECTION AND 444O-C STATE H+Y SOUTH! GIVEN APPROVAL TO START PLACEMENT TESTING. 1. STEEL FRAMING INCLUDING BEAMS. ANGLES. CHANNELS B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE AND PLATES. COLLEGE STATION, TX 778451 WITH ACI 301. 2, WELDING AND BOLTING OF ATTACHMENTS. I DESIGN TYPE: C: THE CONTRACTOR SHALL. ENSURE THAT REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR 1,02 REFERENCE STANDARDS BARRIERS ARE NOT DISTURBED DURING CONCRETE f CO -LOCATE PLACEMENT. A THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER 3,04 SURFACE FINISHES SIGHTED HEREIN: DRAWING TITLE: A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE NO TREATMENT EXCEPT 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, GENERAL NOTES SHALL BE PLACED REQUIRE 196 RACE STREET, PHILADELPHIA, PA 19103, USA AS REPAIR OF DEFECTIVE AREAS. PUBLISHED IN 'COMPILATION OF ASTM STANDARDS IN B_ SURFACES THAT WILL BE PERMANENTLY EXPOSED SMALL BUILDING CODES', PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY RACK GROUT, OR BY SACKING 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, FL 3312E USA PUBLISHED IN 'GOOF WD`H UTILITY OR ORDINARY GROUT. WITH O STANDARD FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND STEEL Vet BRIDGES': 'SPECIFICATIONS FOR THE DESIGN, FABRICATION c r ic, C_ SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." Communications BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN N.T.S. oaan R.f. DRAWING SPECIFIES A HORIZONTAL SURFACE OF SURFACES, SUCH AS STAIR TREADS, WALLS, CURBS, AND PARAPETS ox o c SHALL BE SLOPED APPROXIMATELY 7/4 FT. 04 10 06 KTG D. SURFACES THAT WILL BE COVERED BY BACKFILL OR R.F. v[zt or 3 14 CONCRETE SHALL BE SMOOTH SGRE€WED, we«c a. x M. L lw"" PART 2 PRODUCTS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS; CONDUCTORS r 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 REQUIRSTEEL SAINTS OF ASTM A36 AND A50 FOR STRUCTURAL TEST NETWORK EANALYZER UBMITT FREQUENCY DOMAIN CODES (N£SC), AND THAR ELECTRIC CODES, THE E TERMS AND THTIONAL E ELECTRICAL ONS INSULA71ONGOPPER CONDUCTORS WITH UNLESS OTHERWISE SPECIFIEDOOR NOTED ON vA&EU��" �� REFLECTOMETER (FOR) TEST RESULTS TO THE PROJECT OF THE AUTHORITIES RAVING LAWFUL JURISDICTION 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 amamnewune INDEPENDENT TESTING SERVICE" AND BE BOUND AND REQUIRED BY THESE CODES, RULES, REGULATIONS, AND DRAWINGS. USE OF ALUMUNUM CONDUCTORS WILL NOT omwan 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 HWN � Ashford Crossing It CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S INSULATION 75 FOR ALL CONDUCTORS, OTHERWISE 1880 S. Dairy Ashford, Suite 425 FOR ENGINEER'S AND/OR OWNER'S RENEW IF REQUESTED, F, INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN LABORITORIES (UL): ALL MATERIALS, APPLIANCES. OR SPECIFIED CONDUCTORS COLOR -CODED IN ACCORDANCE Houston, Texas 77077 ANTENNAS AND EQUIPMENT PER MANUFACTURER'S. DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS VAT14 NEC. CONNECT ALL CONDUCTORS OF THE SAME Tel : (832) 327-0701 S. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC RECOMMENDATIONS, WEATHERPROOF ALL CONNECTORS OF UNDERWRITER'S LABORITORI£S. INC. THE LABEL OF, PHASE CONDUCTOR, COLOR CODING SHALL BE A -BLACK. Fox : (832) 327-0706 WELDING SHALL CONFORM TO ASTM 1-233. E70 SERIES. BEFWEEN THE ANTENNA AND EQUIPMENT P£R OR LISTING BY: U.l. IS REQUIRED. B-RED.N-WHITE, WITH GREEN FOR ALL GROUND BARE ELECTRODES AND GRANULAR FLUX USED IN THE CONDUCTORS. SUBMERGED ARC PROCESS SHALL CONFORM TO AISC COAXIAL TUI2£R'S REQUIREMENTS, TERMINATE TE ALL REVISIONS SPECIFICATIONS. COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS PORT LOCATION UNLESS OTHERWISE STATED, SHALL BE THE PRODUCT OF THE SAME MANUFACTURER NO. S AND SMALLER: 3M SCOTCH-LOK OR T & B C. FIELD WELDING SHALL BE DONE AS PER AWSDIA WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE STA-KON COMPRESSON OR INDENT TYPE CONNECTORS REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. G. ANTENNA AND COAXIAL CABLE GROUNDING: IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR IT CONFORMS TO THE CONTRACT REQUIREMENTS AND COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS 0. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR 1. ALL EXTERIOR /6 GREEN GROUND WIRE DAISY CHAIN MEETS THE APPROVAL OF THE OWNER, MATERIAL AND INDENT HEX SCREW OR BOLT TYPE PRESSURE DISCHARGE (CD) WELDING TECHNIOUE USING MIDWEST CONNECTIONS ARE TO BE WEATHER SEALED WITH EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF CONDUCTORS, PROPERLY TAPED OR INSULATED. FASTENERS. INC, CD1O0 CAPACITOR DISCHARGE STUD ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER' 0 o4JIDJ(I6 ISSUED FOR GDNSTRUCTEON WELDER OR SOLIDI. TYPE 3221213 4R EQUIVALENT. CURRENT IN STANDARD AND DESIGN. G. SPLICES: (CO VOLTS AND UNDER): CONDUCTOR LENGTHS TO NO WE DESCRIPTION 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHALL. TI N WITHOUT FROM TERMINATION R SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE 2. ALL COAXIAL GABLE GROUNDING KITS ARE TO BE TERMINATION WITHOUT SPLICES UNLESS APPROVED BY INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE D. EXECUTION: FABRICATION, ERECTION. AND INSTALLATION THE BUILDING INSPECTOR. THE INFORMATION CONTAINED IN THIS MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. (NOT WITHIN BENDS). OF THE COMPLETE ELECTRICAL SYSTEM SHALT. BE DONE SET OF DOCUMENTS IS PROPRIETARY IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED BY NATURE, ANY USE OR DISCLOSURE 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND PERSONNEL EXPERIENCE IN SUCH WORK AND SHALL CIRCUIT BREAKERS INSTRUCTIONS TO PROPERLY SELECT AND INSTALL 1.02 RELATED WORK PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD OTHER THAN THAT WHICH RELATES TO STUD WELDS. UP PROGRESS OF THE PROJECT, A. PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC CLIENT NAME LS STRICTLY PROHIBITED, FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER TRIP. SINGLE. TWO, OR THREE POLE BRANCH CIRCUIT Z03 BOLTING CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS. OTHER TRADES PRIOR TO BED: EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING A/A/C C RATING SHALL SINGLE HANDLE, COMMON TRIP, �w t Ail i A BOLTS SHALL BE 3J4" (MINIMUM) CONFORMING TO RATING TO MATCH EXISTING OR AS REQUIRED FOR OF.7 Ti) CONDITION AND FREEDOM FROM GROUNDS AND SHORT ASTM A325 HOT DIP GALVANIZED OR ASTM A153, NUTS 1. FLASHING O F OPENING INTO OUTSIDE WALLS. AVAILABLE FAULT CURRENTS. , . ALL C>I SHALL BE HEAVY HEX TYPE. CIRCUITS BEFORE ACCEPTANCE IS REQUESTED3 r ) 2. SEALING AND CAULKING ALL OPENINGS. EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE *` S. All BOLTS SHALL BE: INSTALLED IN SLIP CRITICAL 3: PAINTING. OPERATED UNDER LOAD CONDITIONS: GROUNDING CONNECTIONS CONFORMING TO RISC METHOD. CONFORMING TO THE 1/4 TURN METHOD. 4. CUTTING AND PATCHING, F. AS -BUILT DRAWINGS; DURING PROCESS OF THE WQRK, 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE t ***°`............ * ' ,• MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION SHALL COMPLY WITH THE NATIONAL. ELECTRICAL CODE JOS PH .S,ABBOUD 2.04 FABRICATION 1A3 REQUIREMENTS OF REGULATOR AGENCIES OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY (NEC). NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) ...................e...*.w..R.¢ � DIMENSION. UPON COMPLETION OF THE INSTALLATION, 780 (LATEST EDITION). AND MANUFACTURER.. A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL TRANSFER ALL RECORDED DATA TO BLUE PRINTS OF tt t IS AVAILABLE. INSTALL. IN CONFORMANCE WITH U.L. THE ORIGINAL DRAWINGS. i ,•* *«`+ rG AND AWS STANDARDS AND CODES. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS 8 STANDARDS WHERE APPLICABLE, SERVICE ENTRANCE. THE AC SERVICE GROUND CONDUCTOR 2.05 FINISH SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. IRA tS'f .. �`** B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM RACEWAYS AND FITTINGS WHEN THE AC PANEL IN THE POWER CABINET IStl (* I A, STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE IN CCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL ttf 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 PROJECT No. I WITH ASTM A.123, OF STATE AND LOCAL BUILDING CODES HAVING STEEL, ZINC COATED ON THE OUTSIDE AND EITHER ZINC INSTALLATION SHALL BE PER LOCAL AND NATIONAL. (€ JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS COATED OR COATED WITH AN APPROVED CORROSION ELECTRIC CODE (NFPA-70). 06-100-0121 2.06 PROTECTION WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: RESISTANT COATING ON THE INSIDE. MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE, UNLESS NOTED ON THE DRAWINGS A. UPON COMPLETION OF ERECTION 04SPEGT ALL GALVANIZED T. EA - ELECTRONIC INDUSTRIES ASSOCIATION RS-22. OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. 3, EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING SITE NAME: STEEL AND PAINT ANY FIELD CUTS. WELDS, OR GALVANIZED STRUCTURAL STANDARDS FOR STEEL ANTENNA SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED CONNECTION WHERE MADE OTHERWISE, THE BREAKS WITH ZINC BASED PAINT, COLOR TO MATCH THE TOWERS AND ANTENNA SUPPORTING STRUCTURES. BY NEC, CONNECTION SHIALL BEE MADE USING COMPRESSION PEBBLE CREEK GALVANIZING PROCESS. TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY B. CONDUIT FITTINGS., CONNECTORS AND COUPLINGS: EMT CLAMP 'C" CLAMP. THE COPPER CABLES SHALL BE SITE NUMBER: AC 7b/7480-IH, CONSTRUCTION MARKING COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE COATED WITH ANTIOXIDANT (COPPER SHEILD) BEFORE 3.01 ERECTION OF STEEL CIRCULAR AND LIAAC IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER MAKING THE COMO CONNECTIONS. THE MANUFACTURER'S CLL-012-A A- PROVIDE ALL ERECTION EQUIPMENT. BRACING, PLANKING, THE GLAND AND RING COMPRESSION TYPE OR THE TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY FEDERAL COMMUNICATION COMMISSION STAINLESS STEEL MULTIPLE LOCKING TYPE, CONNECTORS TO SECURE CONNECTIONS ARE TO BE FOLLOWED. FIELD BOLTS, NUTS, WASHERS, DRIFT PENS, AND SIMILAR 3, FCC MATERIALS WHICH DO NOT FORM A PART OF THE RULES AND REGULATIONS FORM 715, OBSTRUCTION TO HAVE INSULATEDRINDENTHROATS, EMT FITTINGS USING SET COMPLETED CONSTRUCTION, BUY ARE NECESSARY FOR MARKING AND LIGHTING SPECIFICATION FOR ARE NO T INDENTATIONS . A MEANS OF ATTACHMENT SITE ADDRESS: PROPER ERECTION. ANTENNA STRUCTURES ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE ;, THE ANTENNA CABLES SHAM BE GROUNDED AT THE TOP' DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING 4440--C STATE HWY 6 SOUTH RUT IMPAIRING THE CONTINUITY OF THE CONDUIT. IMC AND PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN 4. DISC - AMERICAN INSTITUTE OF STEEL ACCORDANCE WITH DISC REFERENCE STANDARDS. ALL CONSTRUCTION FOR STT OF JOINTS USING RIGID ALUMINUM CONDUIT, BONDED TO A COPPER GROUND BUS AT THE LOWERMOS COLLEGE STATION, TX 77845 POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO WORK SHALL BE ACCURATELY SET TO ESTABLISHED ASTM 1325 OR A490 BOLTS, INSTALLATIONS: ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR BEND TOWARD THE HORIZONTAL PLANE. WERE RUNS TO S. NEC - NATIONAL ELECTRIC CODE -.ON TOWER RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS DESIGN TYPE; C. TEMPORARY BRACING, GUYING. AND SUPPORT SHALL BE LIGHTING KITS. INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED PROVIDED TO KEEP THE STRUCTURE SET AND ALIORTED AS CONDUITS AND Aa�DECT E£MT PARAS ALLELETOIOR�ATLEXPOSED JUST RIGiit ANGLES CABLES OORE ENTERING VER 200 FEET IN CELL LENGTH SHALL 0 g�ENNA CO—LOCATE �/Z�( /1(+A FC AT ALL TIMES DURING CONSTRUCTION, AND 70 PREVENT 6. UL - UNDERWRITER'S tABORATORIES_APPROVED. TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT. Lill LtJLt1I L DANGER TO PERSONS AND PROPERTY. CHECK ALL ELECTRICAL PRODUCTS. TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH ALL BUILDING COMPONENTS_ 7. EN ALL CASES, PART 77 OF THE FAA RULES AND STANDARD ELBOWS. SCREW JOINTED CONDUIT FITTINGS DRAWING TM-. PARTS t7 AND 22 OF THE FCC RULES ARE OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF S. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING APPLICABLE AND IN THE EVENT OF CONFLICT. STANDARD ELBOWS. SHALL BE RUN IN CONDUIT RACEWAY SYSTEM. AND GENERAL NOTES CIACONSTRUCTION SUPERSEDE ANY OTHER STANDARDS OR SHALL BE INSTALLED ID STRAIGHT AS PRACTICAL WITH ANTENNA INSTALLATION SPECIFICATIONS. MINOR BENDS TO AVOID OBSTRUCTIONS. GROUTHE D. CONDUIT SUPPORTS,. PROVIDE SUPPORTS FOR HORIZONTAL BENDING RADIUS OF ANY (2 GROUNDING CONDUCTOR PART 1 - GENERAL S. 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 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, t.Ol WORK INCLUDED JUNCTION BOXES. SWITCHES FITTINGS, ETC INSTALL SURFACES, OR EQUIPMENT. ELECTRICAL SPEancATtONS HOLE PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER. cricVet A ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER E N6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS Communications CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR GERAL PROPERTIES THAN 1 INCH. SPRING STEEL FASTNERS WITH HANGER SHALL BE ANTENNA INSTALLATION CONTRACTOR IN TERMS RODS MAY BE USED IN DRY LOCATIONS IN UEU OF PIPE PAS'r THROUGH THE BUILDING WALLS AND/OR CEILINGS. OF COORDINATION AND SITE ACCESS. ERECTION A. 'REQUIREMENTS: FURNISH ALL LABOR. MATERIALS. SERVICE. STRAPS. xru w SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE 7. INSTALL GROUND BUSHINGS > ON ALL METALLIC CONDUITS N,T.S R.F. PROPERTY. THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM AND BOND TO THE EQUIPMENT GROUND BUS IN THE IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT PANELBOARD, OW. 04 TO 06 at= rr KTG 8_ INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND DRAWINGS. R.F WIN! 4 w 14 CRICKET COMMUCATIONS SPECIFICATIONS. wiwwrc w' Hteo� r C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS_ 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` 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: I. ANY ENCLOSURES PURCHASED BY THE CONTRACTOR SHALL BE STAINLESS STEEL, NEMA 4X (WEATHERPROOF) CONSTRUCTION. HOFFMAN ENCLOSURES OR APPROVED EQUAL. GENERAL NOTES L 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 1SSUERELATED 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-ID, 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 110 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 CDORD€NATED 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 COMPLET€ON, 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATE 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. 00 NOT PENETRATE .� i1NWIVA-MVe STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS anainsimna 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. Daswn Ashford Crossing 0 1880 S. Doy Ashford, Suite 425 Houston, Texos 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 17. ELECTRICAL CHARACTERISTICS OF ALL, EQUIPMENT V N (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 0 0-4/10/06 ISSUED FOR CONSTRUCTION NO DATE DESCRIPTION VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC,, AND THE TYPE THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. O 'rl, ........... .............. PROJECT No, 06-100--0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GENERAL NOTES cricvel Communications �xE � I",N.T.S. R.F. um O4 10 06 DcDn Nr, K'G ww=R.F. 9m 5 a 14 peak r► raNva r GN-4 SITE PLAN QV DESIGN NOTES: am 1. FLOOD STATETW. EXAMRIATIM OF THE FEDERAL EMEROETICY MANAGEMNT ACENCYS FLOOD WWRANCE RATE MAP FOR BRAZOS KXllM 'TEXAS, INDICATES THIS TRACT TO BE IN. ZONE 'IC. THESE ARE AREAS OUTSIDE THE loom FLOODPRW 2. THE TOWER, ROOM ANTE" MOUNTS EQL*WW PLATFORM AND COMµUNICATKMLS EOVpMENT CAMS ARE DE5IM TD WITHSTAND 110 MPH (3 SEC., GUST} PER IBC 2000. I GU TOY A MOUNT ANTENNA ALIGNMENT DETAIL 2 LEGEND PROPOSED CRUET 16-D' x 15'-D- LEASE AREA PROPOSED CRICKET 4'4' x 8*-0' EQUIPMENT PLATFORM 3 PROPOSED CRUET G'-Ir LDNG a BRTDDE (4'-(r HIGH) �# PROPOSED CRICKET PTT: ER)RiIPMENT M/ GEN PLUGCL EMSTING EQWPMTNt PAD/PIAVORM EASTWC EOLIPMENT SHELTER EAS;M TOWER ANTENNA PLATFORM, TO BE UTKTTZETI BY CRICKET �B WING CROW CIM TOWER ti J DOSTWG CHNN LINK FENCED TOM WITH BARBED to PROPOSED CRICKET CPS INTERIM tI EXISTING ACCESS BATE 12 E)OSTWG 'GEN. PAD 13 PROPANE TANK i4 DOSTW6 UDLRY RACK 15 PROPOSED RACK EXTENSION I6 CRICKET FUTURE PLATFORM t7 E707M TELCO ENCLOSURE iB PROPOSED 200 A DISC. & METER 19 E 35M POWER POLE 20) DWING MW PEDESTAL LINE LEGEND ------ NEW LEASE LINE ------ 705T. PROFERIY LINE - -x NEW C.T_ FENCE - - -• EXIST. C.L FENCE ---a NEW WOOD FENCE ,,, DOST: WOOD FENCE -o--t7-- NEW I:L FENCE a —a EXIST. wl FENCE NEW COMMEAD ELEC. - rc — oK EXIST. WEIIIFM ELEC. NEW WERHEAD TELCO EXIST. OVERHEAD, TEM -ua--ws— NEW UNDE.RGROUNO ELEC. — — EXIT. UFrDMWND ELEC. NEW LINDERMIND TELCO - ucr --- ver — EXIST. UNDERGROUND TELCO END 13 innovdiVc Ashford 19 1880 SAdDon. Suite 425 Texas 77077 Tel (832) 327-0701 Fax ' (832) 327-0706 FOR THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROWTED. v� OIL .f'-1 Ti •F . .. ................... ...... #JOSEPH S. A131301,10 ................. PROJECT No. 06-700- 0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012—A SITE ADDRESS: 444€1-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAW#NG TITLE: SITE PLAN �cricVet' communications WAL = I'-T wAw W' R.F. 44 10 aan KTG WA M sas RT. 6 14 twwe N. 11,0 � EXISTING SHELTERS a OTHER STRUCTURES ARE NOT SHOWN FOR CLARITY. GM TOWER, ANTENNAS AND ANTENNA MOLNNTS ARE DESIGNED TO WITHSTAND 110 MPH 0 SEC: GUST) PER)BC 2000. EXTEND EXITING SEACON 1' - ABOVE EXISTING LOCATION EXISTING ANTENNA PIATF0RM TYPICAL WEATHERPR (ANTENNAS OF i MASfSNAt1 FXIFNO A MOUNT. 11Ni> Of 4' AMC TOP CF ANTENNA ANTENNA — SEE DETAIL 6 DT FOR ADAISTABLE WD CLAMP 1/4'-2a HARDWARE Elm DETAILS 12 GKIN STRANDED WE MECWWICAL Y GROUNDED TO ANTENNA iA15T FROM UPPER GROUND: BAR (5^ t &OW TOP) ODYJNIILT BRACKET 2 3/B" O.D. MOUNTING PIPE. ELECTRICAL TAPE. �r #6 GROUND LEAD f MV MASTIC TAPE �f 2 B�ftE1L IirtiRAtatGllTY "CRRIPED CONIEfTTOII YCLAMP IF REQUIRED BY ANTENNA CO*vURA1TIIN, EXTEND LEAD `W/12 CQNDi1CTOR TD GROUND -EAR ANTENNA INFORMATION kw P05 TV RX ANT i�G Raw MK3FJEt MECH } AZ1MlBN (DEG) SIZE FEEDLtNEF225' (N) COLOR CODE A 111E 11f1/W CSA FCS 19-2 0 17 15/H'YELLOW/WARE B t Alat RX2 CSA PCSAD65-19.2 0 01 15/8' 22S' YELLOW/** D MID TX1/RXt CSA PCSaM-19-2 0 120' 1 5X 225' RED/ORANGE E f MID RSC2 CSA PCS"S-19w-2 0 120' 15/1'NRED/WHrIE G MITI TX1/RXt CSA PCSAD65-19-2 0 240' 1 5/4*GREEN/ORANGE H w RX2CSA PCSATXi5-19-2 0 240 i S/t3'{X{EE1F/WHITE ANTENNA DETAIL 6 ANTENNA INFORMATION LbNN,R M OF. M OR OBSTRUCTIONS MUST BE { 2'711 IN ANY DIRECTION ; tLE1iY: M1S i ICE BRIDGE POST, BACKWARD POST OR t II CONDRETE CIRM Twacm SWOK POST A ` :11NSTi GRADE I 4 i-AV"ED HOLE i GPS MINNW SF;Y RE 0{(i( NDIES -CPS ANTENNA,EWE PRWOSED (6)1-r COAX CABLE-_'- I. THE ELEVATION AND LOCATION OF THE CPS ANtENiA Slikl r ~ ~ � 1 WIRE BRUSH a SOLVENT CLEAN EMBEDDED (PAINT TO MATCH TOWER PANT BE IN ACCORDANCE wI11i THE FINAL RF REPORT, I PORTION Of PIPE AS REQUIRED TO REMOVE 12"0 ALL GREASE, LOOSE SCALE AND ALL MATERIAL SpiEME. ALTERFLATtliG BANS # - - 1lEiEJERIOUS TO CONCRETE BOND (�D AND xTVttE) ( 2. THE GPS ANiE?NiA MOUNT IS DESIGNED 00 FASTEN 10 A 1-1/4"0 SCR 40 STAkftfSS'STEEL STANDARD 1-1/4' DKMETER. SCHEOULE 40. GALVANIZED STEEL OR G&V. PIPE EXISTING Gut' TONER - OR STAINLESS STEf3, PIPE THE PIPE MUST NOT BE THREPOED �• THE R ANTW L MOUNT END, TINE PIPE SMALLIM U cxfr To rr PIPE CAP POST FOUNDATION RETAIL TNEREOUIitEO Lf.NGT1l {M#1iMU14 {X<' 18 O4CfFES) USING A tiANO OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND i PERPENDICULAR CUT. A HACK SRN' SHALL NOT BE USED. THE I I CUT PIPE END SHALL Of DEBURRED AND SMOOTH IN ORDER TO a , 1 5/8' GALv UNRSTRUT, CUT TO CRICKET LCE 864130E -1 ei SEAL AGAINST TFR NEOPRENE GASKET ATTACHED TO THE B LENG'M & PANT EXPOSED EM)S WiT I ANTENNA MOUNT: COLD WV. COMPOUND, CRICKET EDARPMENT - ; " ` 3 1SU / W ICEI BRIDCt O) 3. IT 6 CRITICAL TINT THE CPS ANTENNA IS MgINTED SUCH i CRICKET THAT IT 6 WORN 2 DEGREES OF VERTI(7AL AND THE BASE OF GPS ANTENNA THE ANTENNA, G WITHIN 2 DEGREES OF LEVEL CRICKET 1 1U%2�'OILGALV. B-UNE ITEM 8280% {OR BURN,) x/ P'TC , 4. LID NOT SWEEP TEST GPS ANTENNL 3 1/2.0 GALV, 2-1/2'0 Cd9.V. U-BDLTS- POST PIPE 1 1/4- PIPE TO r 0 CAD tME1D' PIPE CLAMP • i@tlSfi GRADE ® � /2 AMG BC19 I I TYPICAL, SUPPORT 0 ICE BRIDGE (PLAN & EI>EVATION) BUS am MOUNTED SET SUPPORTS A MAST, OF 36' ON CENTER, GROUNDING KIT 10-...,�4 CALV: fi8A 1/2 0 .ti3LAPERS AND SNAP-iP ICE BRIDGE POST CONNECTORS (TYPICAL) 1/2"0 COAX CABLE AMfNMI�I SENDING: RgD@IS PER MANUFACTURER'S STANDARD PLATFORM }2 AtYG 9COF..._. 6 ATfG tTtOUNJNiG KIT CABLE (PRCIJIQEO Y+TTN KIT)MEFIELD iktlCL s 1 -0 2�1/29 GkeI / & IN PIATFOW, AS A325 BELT REQUIRED PAINT EXPOSED METRE WIN --TO GROUND COLD CALV, COMPOUND, TYPICAL SUPPORT @ PLATFORM ATION 4 GPS DETAILS f3 TYPICAL JUMPER SUPPORTS 61 wwri AshfordDimon N 1580 S. Dairy Ashford, Suite 425 HOUstan, Texas 77077 Tel : (832) 327-07D1 Fax : (832) 327-07% 10/06' ISSUED FOR CONStRUCTION O DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. 7 �.....�°. .......a .......... JOSEPH S. ABBOUD 0.... ..�.............................. PROJECT No. ' 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012—A 9 14440—C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 H DESIGN TYPE: CO —LOCATE DRAWING TITLES ELEVATION & DETAILS are Communications lod A-2 10 i �► �\`lam ��■II®�w��ww �rrp����>� ��rMrrEkl�ll��ii�'�It!!J, i Vie! u1/ A� sh ga Crossing EI 1880 S. Doirp Ashford, Spite 425 H..s'o , Texos 77017 TH _ (832) 327-0701 Fox : (632) 327-0706 REVISION 0 04/10/06 ISSUED FOR CONSTRUCTION NO DATE DESCRIPTION SUGGESTED EQUIPMENT ARRANGEMENT PLATFORM PLAN VIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE &' NOTE: OTHER THAN THAT WHICH RELATES TO FOR EXACT MEMBER SIZE AND STRUCTUIRAL INFORMATION REFER TO THE DRAWINGS DONE CLIENT WE IS STRICTLY PROHIBITED. T' GALVANIZED ErY EAI, INC. 1-800--453-0050 BAR GRATINGr '/� A-j LEGS ARE FIELD � F 'r", J ADJUSTABLE _..,_.__....__.............. __—_.-------------- .__._.f cc ZztJl Z I I 5 -- ....... JOSS—P % S A O230 PLATFORM END ELEVATION PLATFORM REAR ELEVATION °,m w% ° � EQUIPMENT PLATFORM DETAIL A�_ PIPE W �►"°` PROJECT No. 06-100-0121 i 1/2- Da u-aai ICE BRIDE SUPPORT L3 x 3 x 3/8 _— //I� SITE NAME: POST PIPE SUPPORT CLAMP / PEBBLE CREEK NtiC BOLT SITE NUMBER: vALMC#r{ CLUSTER sL+Placxcr � � PDsr_,�' e Cl[_--01 Z--A BRACKAPPROAJ�En Eli 58 OR ".� �`�.._.._. COAX CABLES , '�.. �'—ICE BRIDGE GRATING COAX CABLES SITE ADDRESS: TRAPEZE 4440m-C STATE HWY 6 SOUTH MONOPOLE COLLEGE STATION, TX 77845 j TOWER ICE BRIDGE DETAIL 113 DESIGN TYPE: 1�! CONCRETE GENERAL NOTES: STRUCTURAL STEEL CO— LOCATE 1. SPEL ICATIONS: BILDW CODE REOUIREVOITS FOR REINFORCED CONCRETE - ACI 318 LATEST REW-40 . 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE YAT-a1 THE *SPECIFICATIONS FOR DRAWING TITLE: ( 2. STRUCTURAL CCNlCR TE: 3DDD PSI MIN" COMPRESSIVE STRUCTURAL STEEL BULDOW (LATEST EDITION, � I STRENGTH AT 28 DAYS, TYPE I CEMENT, WITH 6% AS REVISED) OF THE AISC. SECTIONS tSG DETAILS + 1% AIR ENi1b''FIMENF, AND W/C RATIO OF 0.45 MAXIMUM. 2 ALL ST1?3.1CiU2AL TO BE ASTM A36.. I 3. REINFORCING STEEL INTERMEDIATE GRADE DEFORMED BMRS OF NEW BILL£T STEEL CONF"NG TO ASTM A615, 3. ALL STRUCTURAL SUL TO K ALL DOLTS. FASTENS AND N ANIZEDSIM EATO CLUSTER WLUD#NC THE SUPPLEIMENTARf RE"EMEMTS S1, GRADE 121 SUPPORT 60 (Ff- 60,000 PST) MELDED WIRE FABRIC ASTM A165 BE GALVANIZED ASTM AI53. BRACKET t 1A ATM COVErt 1 1/2' MR BARS j5 OR SWIM Q 3' FOR CONCRETE DEPOSRED AGA.LNST GROUND r i / & W SPLICES ARE NOT PERMITTED UNLESS SHOWN ON THE Communications DRAWNGS. THE MINIMUM LENGTHS OF LAP SPLICES SHALL BE AS SPECIFIED IN SECTION 12.15 OF THE ACI BUILDING CODE REOUNREMENTs FOR REINFORCED CONCRETE -- \__USE EXISTING PORTS R.F. WHEN AVAAiBLE 6 BACKFLL SJW L BE THOROUGHLY COMPACTED AT FOUNDATIONS 04/10 0$ ossrm DRIP LOOP KTG IN S' MAXIMUM LIFTS UNIFORMLY AROUND TO 95% MODMED DENSITY ��R.F '$ # E4 7. BEFORE PLACING CONCRETE, CHECK ELECTRICAL EA2AWINGS FOR INTERFERENCES AND OMISSIONS. L it C1iNAFER ALL EVOSED EDGES 31e x 45, MONOPOLE COAX SUPPORT 1121 STRUCTURAL NOTES 1 1 TiEI t + + + + 4 + (4 �+ 4 + + + + + + + + fl + + + GROUND BAR fz S" SEE DETAILS TINNED COPPER fl & 12 DK G-2. GROUND PARE V— #2 SOLID 71NWD COPPER GROUND WEE SEE NOTE #1 GROUND TEST WELL SEE DETAIL #3 DWr. G-3.j (TYP, 2 PLCS.) -NOTES: RE t. UN ORm 6 T=WPPER 4 ELO= LOOP INSTAIM AROUND is- Dap (w). I CROUNDWK-IN's To EXIST. CELL SITE GROUND LOOP, FENDING. 00 EQUIPUENT, EM 6 70 BE ROUTED 7HRU A TRENCH AT THE WE ELEVATON AS THE EMING GROUND LOOP, 5/8* 0 w 10'-V LONG COPPER GROUND ROOS 0 APPROX. 8'-0r TO IV-O* INTERVALS, SEE DETAIL #2, DWG. G-1 #2 TINNED COPPER GROUND WIRE (TYP. 2 PLCS-) 02 SOLD TINNED COPPER GROUND WARE SEE NOTE #I f2 SCUD TINNED COPPER GROUND WOE SEE NOTE 12 #2 SOLID TWINED COPPER V?OLIND WIRE, PLATFORM GROLIND, SEE NOTE #1 SEE DETAIL fl. DWG. G-1 (TYPICAL 3 PLACES) NOTES: 1. W* 12 SOLID TWD COPPER GROUND LOOP INSIALLED AMM RATFORM, IS TO BE RUN MDW ONE IW DEEP (WO). 2- CROUNDING TO W. CELL S9 GROUND LOOP. FEKK DV MUP". ECT 6 ID BE ROUTED 1HRU A TRENCH Al THE SANE ftwTION AS THE OWING GROUND LOOP. CDAZAL CABLE (VP.) COVIAL CABLE GROWING SEE WAILS fl thnj 13 ON. G-2. GUYED (EXIST :. VERIFY (RD�Q)—\ T/ICE BRIDGE DRIP IN COAX C f =�Wlll 10. ---■ COPPER : NOTES Awl TINNED COPPER M-10W onasnOVAawwAsno common Ashford Crossing 11 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Yet . (832) 327-0701 fax : (832) 327-0706 ) 104/10/061 ISSUED FOR CONSTRUCnON 0 1 DATE I Discivnom THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT MICH RELATES TO CLOUT NAME IS STRICTLY PROHIBITED, ............. ;-' -4) - L 1.41 1 (IYp') -4JOSEPHS-ABBOUD A CC, . ................... . ........ 1- -'L — O1e �1)-12 SOLID 1:;;� COPPER GROUND WARE (TV) SITE NAME - PEBBLE CREEK SITE NUMBER: CLL-01 2 -A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 778451 DESIGN ME. CO -LOCATE DRAWING TITLE: GROUNDING PLAN & DETAILS a cricvet Communications G-1 GROUNDING PLAN & NOTES TYP. COAX CABLE & ICE BRIDGE GROUNDING .......... --- . . . ... . ............ .. ........ 16 AWG FROM ANTFlrltA TABLE GROUND KIT f -� TINNED GROUND BAR ON WALL OR ON ANTENNA TOWER MY TYPE CONNECTION TWO HOLE LUG, TO BE USED WITH NOTE: 12 BARE TINNED COPPER WIRE GdkliRAt"TOR TO LMM KOPP-SH3 TO GROUND RItG (THOMAS k BETTS) OR PO4ETROY (170 BURWf) ON All LUG CONNECTIONS GROUND BAR DETAIL NOTES 1. Ct)AXX ANTENNA CABLE GROUNDING AT ANTENNA SHALL BE SIMILAR AS A€yPtICABLE. rfPKAi FOR All BONDING CONDUCTOR COMECTANS TO GROUND BAR PfAIE 2. DOUBLING Lf" OR 'STACIONG' OF CONSiECTSONS IS NOT PERMITTED, 410DE-INHIBITING JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS 3. PROVIDE MORIEW 36' GROUNDING CABLE REOUIRING FIELD ATTACHABLE CRIMP ON LUG. DO NOT USE THE €= PROMDED WTH THE (MOUNDING KIT. PROVDE TWO HOLE LUGS AS SHOO j IN COAXIAL ANTENH01 CABLE GWURW AND GRWND BAR MATE CONNECTIONS OETAL AT ANTENNA. PROVIDE CRIMP TYPE 'C' TAP FOR CONNECTION TO GROUND CONDUCTOR, MNO7NG CABLE SWI BE FIELD CUT TO SHORTEST I LENGTH POSSIBLE. GROUND S7RAP BODY AND — WEAIHERPROOF TAPE SYSTEM ANOREW GROLINM CABLE TlHN21 GfYMi . STAINLESSSTEU - BAR PLATE SEE HARDWARE DETAILS 1 & 2 THIS DWG O O O O O 00 O 0 O O O O O O O TWO HOLE CRIMP TYPE LUC PROVIDE BURNOY CAT, NO. YA6CL-2TC38 COLOAI ANTENNA CABLE--w.__. (ACTUAL No. AS REO'D) Ma I - TINNED COPPER GROM BAR PLATE, 1/4 x 4'X 20'. NEWTON INSMMENT W. CAT. NO. B-6142. HOLE CENTERS TO M41C'H NEMA DOUBLE LUG CONFIGURATION 2 - INWATDRS, NEWTON INSTRUMENT CAT.N0, 3061-4 3 - 5/8 ' LOCKWASHERB. NEWTON INSTRW9NT CO. CAT, NO. 3015-8 4 - WALL MOUNTING BRACKET, NEWTON MIRUMENT CO. CAI NO. A-5O55 5 - 5/5-11 X 1' H.H.G,S.9OLTS. NEWTON INSTRUMENT CO. CAT NO. 3012-1 GROUND BAR DETAIL innovA Incamm M a asiown Ashford Crossing ND 1880 S_ Dairy Ashford. Suite 425 Houston; Texas 77077 Tel : (832) 327-0701 Fox : (832) 327-07D6 J 104/10/061 ISSUED FOR CONSMUCT1ON 0 1 DATE DESCR?i-;ON THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DTSCLOSIIRE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. ANDREWI GR --` ....,._f—EXPOSED BARE COPPER TD BE CABLE J KEPT TO ABSOLUTE MIAMUM.114SULATTONIN WE ON� " OP �1TERMINAL. (TYPLCAL)�---- TWO HOLE COPPER3/8' x 1 1/2' COMPRESSION TERMINALFLEX DOLT ,N SHOWHN AS BACK TO BACK ',; ,� �..... ..... ......• . CON NECTTON y�r•••<•+ ( ~FIAT VWHER -.FLAT WASHER A {IYPICA,)CZE SECTION A -A 1 COAX ANTENNA CABLE & GROUND BAR CONNECTIONS 131 A DI NA WEATHERPROOFING KIT ANDREW J721213 16 AWC STR IM COPPER GROUND WtE (GROUNDED TO GROUND BAR) (STANDARD AN€AXEW GROUNDING KIT) GPS CABLE GROUND DETAIL CABLE GROW KIT NOTE: DO NOT INSTALL CABLE GROUND KIT AT A FEND, AND At.WAyS DIRECT GROUND WR€E DO" TO GROUND SAE. BAIL CAP W-WEID OR MECHANICAL 12 ANG GREEN FROM NCEEIIDGE TO GROUND BAR (IT AT TOWER AND PLATFORM G?iWND BAR) 12 AYNG SOW TINNED COPPER ICEBRIDGE GROUNDING DETAIL K;EBRIOGE SECTION CAD -WELD OR MECiMICAL 12 AWG GREEN FROM CONNECTING TWO AD,LA" SECTIONS OF ICEBRIDGE (TYP Ta SM) A�„aiiAj k.x� I PRWECT No_ 06-100-0121 SITE NAME- PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HINY 6 SOUTH ,OLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GROUNDING DETAILS Lr ■ 4 t Communications R.F. 10 14 nv..M h. uwAw w. G-2 PVC, GALV. STEEL OR REINf. CONCRETE 12 SOUD TINNED F TEST WELL WR REWVABLE COVER COPPER GROUND WIRE — NSTALLED FLUSH WITH FINISH MADE 8' TO 12' DIAMETER PLATFORM 01ADE #2 COMPRESSION LUC GRADE VIE I 15.� 12 WLID YINNED BOLTS CADWELD CONNECTION rl I (TREAT NO 0* EYOTHERWIC WELD TYPE 'Gr X am`:Hilwn' G— COPPER GROLWD WIRE AWLISTABLE LEG j2 S" TNNO CADWELD CONNECTION 46 MlNJMLWW 12 Sam COPKR GROUND VRE BEND EXOTHERMIC WELD T-GRADE TINNED COPPER TAT 'Cr GROUND WIRE NOTCH< SIDES OF TO ALLOW ENTRANCE)VIT 3' OF CRUSHED GRAVEL BELOW WELD, OF GROUND CAME WELD SHALL RE" AS*Lf. G GROUND ROD 5/8*0 x IV-V LOW COPPEKLAD GROUND Roo J2 SOUD—/ TYPE -IA* 5/8. 0 X 10'-0' LONG TINNED COPPER CADWELD CONNECTION COPPERCLAID GROUND WIRE EXOp0mc WELD NOTE: ONE (1) TEST WELL SHAUL BE PROVIDED BETWEENTHE TOWERGROUND IMP AND THE EOUPMFNI GROUND LOCIP, PLATFORM GROUNDING DETAIL 1 GROUND ROD DETAIL 121 GROUND TEST WELL DETAIL 131 TYPE GT TYPE HS TYPE GR TYPE SS TYPE VS TYPE XA TYPE OL LUG I TYPICAL CADWELD CONNECTIONS 141 HHMVAVVE� Ashford Crossing 11 IM S. Dairy Ashford, Suite 425 Houston, Texas 77077 TO (832) 327-0701 Fw (832) 327-0706 1 0 104/10/06 1 ISSUED FOR CONSTRUCTION INO I DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIKED. PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH� 'OLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GROUNDING DETAILS crieVe Communications zkk "-"I,S. R-F- 06 %X *lDne" D4/10 06 j I(TG X11=1 sw a R F. 11 14 T0 G-3 4 4 I I I SITE ABBREVIATIONS AFT - ABOVFEFiNtSHED FLOOR WG INTERRUPTINGCAPACITY AAM R CAN "RGAUGE EE CKRCOEDLR CKT CONDUIT - CIRCUIT CDT_ - CONDUIT g POSITIONING SYSTEM w OBAL� GR MC8 ►MAAAIINNCIRGCAIJIBREAKER MLO - - MAIN LUG ONLY NEC - NATIONAL ELECTRICAL CODE ER PO - PE PH. VOLHA - E 2' CDrS, ALL GOrS ARE TO BE FIELD ROUTED UNDER PLATFORM PROPOSED 200) (FURNISHED BY NEW TREN SI IR GROUNDING OF ICE BRIDGEW i s k'COAX CABLES Y COT.(pOWER} I ;, SEE DETAIL DWG L 2 O. G-1 NEW / r CDT. (TELCO) 1 j , --- ---------- , FOR GROU TANG OF EQUIPMENT l- ON PLATFORM, SEE DETAIL #1 ON DWG. G-1 ELECTRICAL PLAN SYMBOLS METAL. HALIDE FLOCID LIGHT wP SINGLE POLE TOGGLE SNITCH - IL H. = 48' AFF WMERUN TO PANEL ItP GFI DUPLEX RECEPTACLE- 2OA- 125V, MOUNTING 18' AFF. 'GFI' DENOTES GROUND FAULT CIRCUIT INTERRUPTOR TYPE 'WP' DENOTES WEATHERPROOF COVER o EMBEDDED CONDUIT STUB -UP GROUND ROD - 5/B" x 10*-0* LUNG WITH CADWELD GR()IIiD CONNECTION. ■ CADWELD CONNECTION —C— EMBEDDED %2 SOLID TINNED COPPER a GROUND TEST WELL EASTNG UTILITY RACK )(ISTTNG ELCO ENCLOSURE WART" TAPE COW&= M FIN, GRADE —_ N1i Y - i t y Ry 12 GIB. CAW a COMPACTED SAND POWER CONDUIT - 2,""'�'-'"'""-'.�.�'1 12' Mill. 74- I NN. TEL CONDUIT - 2' TEXAS ALL BEFORE YOU DG UNDERGROUND UTILITIES OR POWER ENUNEERING SERVICES - INDEPENDENT LOCATOR (210) 590-4936 i!'111 VAZE Yc D GEMM Ashford Crossing 11 1880 S. Dairy Ashford. Suite 425 Houston, Texas 77077 TW : (832) 327-0701 I'm : (832} 327-0706 10 04/10/06I ISSUED FOR CONSTRUCTKIN—�9 CND DATE DESCRIPTION } THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE DR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. ,.« ......... ........... St?S Pik S, ABBOUD ........................ ....... PROJECT No. 06--1 00-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE:. CO -LOCATE DRAWING TITLE: ELECTRICAL PLAN & DETAILS cricVet Communications & ABBREVIATIONS TRENCH DETAIL E-1 I 0 P" & llacm COT, FOR N 5EF ENLA ftAN ON DMG E-7 :001/"110N SEE LMARGED MA ON VK E-1 I PLATFORM ELEVATION FEEDER SCHEDULE 5-0' MAX. 2" C. FOR TELCO 3-1/C13j0 k f--ijC jS GND - 2" C. ALL ELECTRICAL ENCLOSURE ;� . 7O BE NW 3R 3-1D. jC /A 1-1jL #4 GN0 - 2" C.. (a:> I-I/C 12 RARE CO - 1/2- C. 2" C. FOR TELCO CAEIL.ES PLAN VIEW //( UNISTRUi PPE/CONDUIT CLAMP P1119 OR P2555-35 (CJkv.) (tY m) FOUDW wwF. RECOMMENDATIONS FOR BOLT TOM - TAP 1N PC SIDE EXISW GUfiER.OF Umpy LINES. CUORIHINTE \ 1/ GUTTER WITH ELECTRIC COMPANY \ j 3 1/20,0, POST 5-0. MAX. ALERT E�NGT1iEERR) I /_.._ PROPOSED SERNCE DNTRANCE --4 METER./MCONNECT POWER PANEL.— v (� PROPOSED 200A FUSKI h_...I 200....... DISCONNECT, W/ NEW 2MA FUSES, GENERATOR ` ✓ / (BY SUBCCYNTR,>GTOR) EIC RECPT. o n 2.50x3a.3WxG4L TELCO 200A PANEL DrC. 0 FNLISHED GRN 3 W/SPARE CA;81.£ T1 G1iF0E +. SINGLE LINE DIAGRAM 12"0 PL41N CONCRETE OR. SAXRETE PIER. SEE €HT. 9, SM. A-2 5/8'e x 10' EC — GROUND ROD —TO EMBEDDED GROUND LOOP FIRON?_A 2 UTILITY MOUNTING RACK PIPE CAP or) 3"* SCH.40 PPE (GALV) OR Y0 RGS CONDUIT t #v} (om') T--%'o umsw (Guv) (TYP) lumvAa'lWo 8 s E—bwncwilim > Ashford Crossing 11 1580 S. Doiry Ashford, Suite 425 Houston, Texos 77077 7,0 : (832) 327-0701 Fax (832) 327-0706 N/)0/06 1 ISSUED FOR CONSTRUCTION I 01 DATE I DESCRIPTION THE INFORMATION CONTAINED IN THtS SET OF DOCUMENTS IS PRMETARY BY NATURE, ANY USE OR DISCLOSURE OTHER TPtiN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHiBffED. OF cn ..... .....« ............. . ' JOSEPH S. A13BO ID ............NI'lf........ ..�.� J PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK ' SITE NUMBER: CLL-012-A ! SITE ADDRESS: 4440-C STATE HWY 6 SOUTH; ;ALLEGE STATION, TX 77845 DESIGN TYPE: CO —LOCATE lI DRAWING TITLE: SINGLE LINE & DETAILS cricVet Communications N3 5_ 1 R.F. E-2 0 TX1 X1 RX2 - unwsTmiT a+PElcc>warwr CLAMP P1119 OR , NOTES: P2558-35 (GALV.) (IYlCk) FOLLOW MAAWF. O� ANTENNA / — ANTENNA TECOMMENDATKI?1S FOR BOLT TORQUE i111i0Y$ai'Vc 1. SUBCONTRACTOR SHALL AS-"T CABLE LENGTHS AND PROVIDE AWE" SERA. "BERS ON Dom pw EWMIMMERNM j RED U NED DRAW%NOS_ 3' O,D. POST -�Damon DIN TYPE FEMALE DIN TYPE FEMALE CONNECTOR (ANTENNA) 2 CONNECTOR (ANTENNA) 2. COLOR CODE ALL WAR! CASES AT THREE LOCA" Ashford Crossing tI 1$$O $. Dairy Ashford, Suite 425 Houston, Texas 77077 \ TOP OF tOFMER Tei : (832) 327-D701 2 BOTTOM OF TOWER Fax : (832) 327-0706 NEAR ECJFMENT c REVISIONS 2A 3, FOR. AN 150' TOWER COAX CROU4DING KR SH.0 BE INSTALLED WITH ONE AT THE TOP AND ONE AT THE BOTTDM OF TOWER. FOR TOWERS WITH HEIGHTS IN EXCESS OF 150'. PLAa ONE AMiIONAL COAX WEATHER141AO. MAIN COAX CABLE GROUNDING 0 N THE MIDDLE DEIWEEN THE TOP COAX GROUNDING KIT AND THE BOTTOM GROUNDNG UDLITY Ems, COORDINATE I 3 W. I WITH ELECTRIC COMPANY 24' GROUND KIT (TYPICAL) GROUND BAR (TOP OF TOWER) GROUND BAR (BOTTOM OF TOWER) ILLUSTRATION 1S OF THE BACKSIDE OF ANTENNA GROUND BAR (AT EQUIPMENT) BOTTOM JUMPER CABLE - ' BOTTOM JUMPER CABLE t T SEE SECTOR ALPHA TXI/RXI RX2 BETA GAMMA ALPHA SECTOR SECTOR (TV) SECTOR (TYP) (TYP) BTS CABINET FRONT ITEM NO. NO. hiM DESCRIPTION ALPHA BETA SECTOR COMA SECTOR QUANTITY TXI/RX1 RX2 TXI/RX1 RX2 TXI/RXI RX2 J ACTORS) 1 ANTENNA RSA-PC&Dfi5.-S9-D CSA-PCSA065-19-0 CSA-PCSAD65-19-D GSA-PCSA065-19-2 CST-PCSAM-19-2 6 2 ( TENNj (LNA ENGTH)(1) L4A-PDMDM-4 (1) L4A-PIMIDM-4 (1) L4A-POMOM-4 (1) L4A--PDMDN-4 (1) L4A-POOM-4 (1) L4A-PDMIDM-4 6 ATTACHED MALE DIN INCLUDED NCLVXD INCLUDED INCLUDED INCLUDED INCLUDED CONNECTOR (AND" W/1 N 12 W/REM j2 WftgM /2 WIMN #2 WAU 12 W/ITEM 12 3 MWJN COAX (LENGTH) Ih-0 (225 F1) 1%0 (225 FT) IWO (225 M 1%'0 (225 M 1%70 (225 IT) *6'0 (225 M 1350 HT. (ANDRLl{) AVA7-50 AVA7-50 AVA7-50 AVA7-50 AVA7-50 NA7-50 4 L4UTTACFIED FDALE (2) L7PDF-RPC (2) L7FDF-RYC (2) L7PDF-RPC (2) L7PDF-RPC (2) LW-RPC (2) LM-RPC 12 DINCONNECTOR BOTTOM JLDJKRS (1) FED ASSEWA.ET1 (1) HELD ASSEMBLED (1) FIELD ASSEMBLED (1) FIELD A"SSDABLED (1) FIELD ASSEMBLED (1) FELD ASSEMBLED 6 5 (ANDRM FS.k-50B FW--508 F5A-5w FS,14-508 F534-5OB TTSA-500 6 LNBATTACHED VALE DIN (1) 1`40W -C (1) F40TXY2-C (1) F4DMIr2-C (1) F4DKW2-C (1) F4WQ-C (1) F40WW2-C 6 CONNECTORS 7 UNATTACHED WALE N (1) F4NMY2-HG (1) F4WQ-HC (1) F4WQ-HC (1) F4NMt2-HC (1) F4NWV2-HC (1) F4NMV2-HC 6 CONNECTORS 8 I'll(3) =7 (3) CSGp (3) CSGt7 (3) CSa7 (3) CSGL7 {3) CSCL7 18 EXISTING UTILITY RACK TAP INTO RACEWAY GUTTER wm- COORWTE WITH LOCAL. TELCO UTTiiP! PRIOR TO PROCURING AND NSTAIAMON OF BOX #0 COMPONENTS. ALL uAIV Ai SHALL MEET REWREMENTS OF LOCAE TELCO UTLITY. VER" CAPACITY OF SERVCE IF EXISTING SERVICE LS INADO ATE, NOTIFY PROJECT MANAGER AND ENGINEER FOR SOLUT", E — METER (BY UrM COMPANY) 200A DISCONNECT M/ 2001 CIRCUIT BREN[ER N NEMA 3R ENCLOSURE (FISHED BY SUBCOMACTOR) i 1-WO IINISTRUT (Q" (I'llp) ) 04110/06 1 ISSUED FOR CONSTRUCTION O I DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS f,ET OF DOCUMENTS IS PROrRIETARY BY NATURE. ANY USE OR MSCLOSURE THR THAN THAT WHICH RELATES TO LIENT NAME IS STRICTLY PROHIBITED. aI IF l~'�, y� �­*;;'SEPH S. AjBBOUD PRDJEC'T No. 06-100-0121 SITE NAME: PEBBLE CREEK 3'4 SCH.40 P°RE (GAM OR Y* KS OCNWTT SUE NUMBER: (GAI.V3 (TV) CLL--012-A. ISITE ADDRESS: 4440-C STATE HWY 6 SOUTH! COLLEGE STATION, 1X 77845 DESIGN TYPE: CO -LOCATE DRAWING TffLE: DETAILS cr!cVe t Communications RF PLUMBING DIAGRAM RACK ENGINEERS INNOVATIVE ENGINEERING 1880 S. DAIRY ASHFORD, SUITE 425 HOUSTON, TX 77083 832-327-0701 832-327-0706 JOSEPH ABBOUD SURVEYOR N/A IPLANNING N/A ELECTRIC COLLEGE STATION UTILITIES TEL' 800-849-6623 TELCO VERIZDN TEL: 800-483-2000 TEAM communica.,. tions SITE NAME'. PEBBLE CREEK (CO -LOCATE)' NEW EQUIPMENT AND NEW ANTENNAS ON A EXISTING 216'-0" GUYED TOWER ,e r SITE NUMBER: a CLL-012-A'.,. i.r CROWN SITE NAME: SPEEDWAY SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 LON.: 96' 15' 20.9" W (NAD83) LAT.: 30' 33' 23.7' N (NAD 83) ELEV.: 306' ((((NAND 88) A.P.N. or PARCEL j: N/A ZONING DISTRICT: N/A LANDLORD CROWN CASTLE INTERNATIONAL 501 BERING DRIVE, SUITE 500 HOUSTON, TEXAS 77057 CONTACT: JEFF CRAWFORD - 713-570-3185 APPLICANT' CRICKET COMMUNICATIONS 440 BENMAR DRIVE, SUITE 3325 HOUSTON, TEXAS 77060 CONTACT: JONATHAN FRYE - 281-931-5402 BUILDING CODE: USE GROUP: IOU 20DO CONST. TYPE: CO -LOCATE SO. FOOTAGE: 150' SF. A.D.A. COMPLIANCE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION THIS FACILITY SHALL MEET=OREXCEED ALL FAA AND FCCREGULATORY REQUIREMENT O. N 0. DESCRIPTION T-1 TITLE SHEET GN-1 GENERAL NOTES GN-2 GENERAL NOTES GN-3 GENERAL ..NOTES GN-4 GENERAL NOTES A-1 SITE PUN A-2 ELEVATION AND DETAILS A-3 SECTIONS AND DETAILS G-1 GROUNDING PLAN AND DETAILS G-2 GROUNDING DETAILS G-3 GROUNDWDETAILS E-1 ELECTRICAL PUN AND DETAILS E-2 SINGLE LINE AND DETAILS E-3 DETAILS SHEET INDEX I.KVWIV 611 t NUMBER: 815964 SnE LOCATION 1�±t ''•Y44 /�•'+—�` NA LOCATION MAP FROM CRICKET OFFICE: FROM 440 BENMAR DR, HOUSTON GOING TOWARD GREENBRIAR PLAZA DR, TURN LEFT ON IMPERIAL VALLEY DR. TURN RIGHT x ON N SAM HOUSTON PKWY E, TAKE RAMP ONTO BELTWAY 8, GO 12.3. TAKE RAMP ONTO US-290, GO 36.3. TAKE RAMP ONTO TX-6, GO 36 MI. TAKE ENT FOR GREENS PRAIRIE D AND UTURN UNDER FREEWAY, GO 0.2 MI. SITE IS ON WEST SIDE OF HWY. SITE DIRECTIONS CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS PER NOTES ON PLANS/SHEETS BY /3ofc, DATE q Z D CITY OF COLLEGE STATION Building Inspection Department Received Reviewed � zo o6 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HERIN. ALL DOCUMENTS ARE SUBJECT To REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. CRICKET R.F.: �'� DATE: t4l 12-10 CRICKET CONST.: 2� � DATE: PROPERTY OWNER.: DATE: 1 z� innova-nr Eff"Mina can Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 0 134/10/06 1 ISSUED FOR CONSTRUCTION INOI DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. OF 1 - S�P�E'.... TF:rv�ii. * •• ** 11 JOSEPH S. ABBOUD ....................................... PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: TITLE SHEET cricVet Communications 1 T-1 1 0 r 0 D 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. 1.04 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 - 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 NO. % 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 w LOOSEN THE SOIL. P.CTIONS IN TWICE THE QUANTITY ESEED innova'iV'e RECOMMENDED BY THE PRODUCER. enainewrina Q. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE DF-wan GROWTH OF SEEDED AND LANDSCAPED AREAS BY Ashford Crossing II WATERING TO THE POINT OF RELEASE FROM THE 1880 S. Dairy Ashford, Suite 425 CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL Houston, Texas 77077 COMPLETE COVERAGE IS OBTAINED. Tel : (832) 327-0701 3.04 FIELD QUALITY CONTROL Fox : (832) 327-0706 A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN REVISIONS 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 0 04/10/06 ISSUED FOR CONSTRUCTION STRAWTO A UNIFORM LOOSE DEPTH OF 1"-2". STAKE NO DATE I DESCRIPTION AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. THE INFORMATION CONTAINED IN THIS B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE SET OF DOCUMENTS IS PROPRIETARY CONTRACT SHALL BE WRAPPED, TIED WITH HOSE BY NATURE. ANY USE OR DISCLOSURE PROTECTED WIRE AND SECURED TO STAKES EXTENDING OTHER THAN THAT WHICH RELATES TO 2'-0" INTO THE GROUND ON FOUR SIDES OF THE TREE. CLIENT NAME IS STRICTLY PROHIBITED. 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. EX S�P�E, OF CA*_ CHAIN LINK FENCE O r * '% * �? PART 1 - GENERAL N 4.01 SEQUENCING ..» ...........................:. .. d � JOSEPH S. ABBOUEI THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE A. IFENCE ,�,4 e. ••••• • ••••••.•." UCTION, VEXCAVATIONR3POILS �� •t98�• do POSTATION MUST �� TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 4.02 APPLICABLE STANDARDS ,�: SS/••• •�•••,•••NG E �► NAI. ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK PROJECT No. AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. 06-100-0121 ASTM-A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. SITE NAME: ASTM-A525 STANDARD SPECIFICATION FOR STEEL PEBBLE CREEK SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. SITE NUMBER: FEDERAL SPECIFICATION RR-F-1 91 -FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC CLL-012-A AND ACCESSORIES). PART 2 - PRODUCTS SITE ADDRESS: 4.03 FENCE MATERIALS 4440-C STATE HWY 6 SOUTH A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER COLLEGE STATION, TX 77845 SHALL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE 8'-0" HIGH X 2" CHAIN LINK MESH DESIGN TYPE: 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 CO -LOCATE EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. DRAWING TITLE: C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12 GAUGE TWISTED WITH 14 GAUGE 4 POINT ROUND BARBS GENERAL NOTES ACED A SPACED 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- c r, c Ve t CORNER 3"" GATE 3" Communications 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. SME. N.T.S. uvw er R.F. nar. 04 10 06 a¢rxn er KTG REVEM R F. OF 2 aawc w GN-1 1 0 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 MAXIMUM DENSITY, STRENGTH, AND DURABILITY SHALL BE STARTED AS SOON AS THE SCREENED H. GATE HINGES SHALL BE MERCHANTS METAL MODEL B. COORDINATE WITH GROUNDING. REQUIREMENTS IN ACCORDANCE WITH ACI 301, THE 28 SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING 64386 DEGREEHINGE ADAPTER ATTACHM ATTACHMENT, OR EQUALLDEL 6409, 188 DEGREE 1.03 APPLICABLE STANDARDS SHALL BEDESIGN AS SPECIFIED SIVE STRENGTH OF CONCRETE ON THE DRAWINGS. CONCRETE TTIIME REQUIRED LOTO (NG PRODUCE A SURFLL BE ACEUED THE UNI UNIFORM IN (MUM innova�iV'e FURNISHED MAY BE A COMMERICAL READY -MIX PROVIDED TEXTURE AND FREE FROM SCREENED MARKS OR OTHER enalInEswono 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 �Gn 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 Ashford Crossing II 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 1880 S. Dairy Ashford, Suite 425 ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED, Houston, Texas 77077 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 Tel : (832) 327-0701 WITH DOME CAP. SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE. IF Fox : (832) 327-0706 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 STRENGTH AT 28 DAYS OF 2,000 PSI. FINISHING OPERATIONS, IT SHALL BE REMOVED BY REVISIONS BAR WITH DOME CAP. E. ASTM C150 - PORTLAND CEMENT. SPONGING. FINISHING SHALL BE TIMED AND PERFORMED 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE SO THAT EXTRA WATER NEED NOT BE APPLIED TO THE 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. 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 H. ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE. FOUNDATION SHALL CONFORM TO MANUFACTURER'S SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED 0 04/10/06 ISSUED FOR CONSTRUCTION 0. STRETCHER BARS SHALL BE 3/16" X 3/4" OR HAVE I. ASTM A615 -STEEL WELDED WIRE FABRIC FOR RECOMMENDATIONS. ACCORDING TO THE ENGINEER'S DIRECTION. NO DATE DESCRIPTION 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 WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES THE INFORMATION CONTAINED IN THIS 3/8" TRUSS ROD WITH TURNBUCKLES AND BE BRACED J. ASTM A185 - STEEL WELDED WIRE FABRIC FOR WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE SET OF DOCUMENTS IS PROPRIETARY WITH ONE 1-5/8" HORIZONTAL COMPRESSION MEMBER, CONCRETE REINFORCEMENT. NOT CONFORMING TO REQUIRED LEVELS AND LINES, BY NATURE. ANY USE OR DISCLOSURE SECURLEY ATTACHED WITH IRON FITTINGS. D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. OTHER THAN THAT WHICH RELATES TO 1.04 QUALITY ASSURANCE ONLY WHEN APPROVED BY THE ENGINEER. R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED 3.07 PROTECTION CLIENT NAME IS STRICTLY PROHIBITED. TO TIE CUPS, BAND CUPS 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 `1t` S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH PROTECT THE CONCRETE FROM PREMATURE DRYING, DOME CAPS. 1.05 TESTS PART 3 - EXECUTION EXCESSIVELY HOT OR COLD TEMPERATURES, AND •�� OF 7 �l CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED 3.01 INSPECTION MECHANICAL INJURY. FINISH WORK SHALL BE PROTECTED. .�P��•••///•���••• F.9S jt T. BARBED WIRE SUPPORT ARMS SHAH BE CAST IRON AND INSPECTED BY THE ENGINEER AS THE WORK cc B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE ,� * • • •••, {< 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 U. ALL CAPS SHALL BE CAST STEEL. OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER PENETRATIONS. PLATES. REINFORCEMENT, AND OTHER PEROID NECESSARY FOR HYDRATION OF CEMENT AND MATERIAL REJECTION WHEN SUCH DEFECT IS DISCOVERED ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY HARDENING OF CONCRETE. /•.. ....................•••... ...� V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL PLACED, HELD SECURELY, AND SHALL NOT CAUSE 40 JOSEPH S. A8130bi. ACCEPTANCE. HARDSHIP IN PLACING CONCRETE.......•r ...• +.•-O 10 WIRE -FULL HT. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS � ............. A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL ,p ; f'• i PART 3 - EXECUTION 3.02 PREPARATION EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE I �A « THE TOWER AND PIER FOUNDATION. TWO SHALL BE � '. f3 v TESTED ® THREE DAYS, TWO O TWENTY-EIGHT DAYS. A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED FROM ACID, ALKAU,SLATS, OIL, SEDIMENT, OR ORGANIC Q y 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY Q THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY. IF CONCRETE BY CLEANING WITH STEEL BRUSH AND �' ••"' AUGER EQUIPMENT REQUIRED TO BE USED IN THE FUTURE. USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN �4 APPLYING BONDING AGENT. APPLY BONDING AGENT IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, 4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. SPRINKLERS, AND SPRAYING DEVICES. �'• •" DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN POST HOLE EXCAVATIONS. DURING COLD WEATHER AND CURED ON SITE UNDER 3.03 PLACING CONCRETE PROJECT No. SAME CONDITIONS AS CONCRETE IT REPRESENTS. METALS 4.06 INSTALLATION A. 1'HE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 06-1 00-0121 C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6" CONCRETE TEST CYLINDERS TAKEN. iNSPECTION IS WANED IN EACH CASE, PLACING OF PART 1 -GENERAL SITE NAME: COVER UNDER POST. PART 2 - PRODUCT CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. 1.01 WORK INCLUDED PEBBLE CREEK B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 2.01 CONCRETE MATERIALS CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, 1/4" IN B'-0". EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION A THE WORK CONSISTS OF THE FABRICATION AND SITE NUMBER: 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 CLL-012-A 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 A7 1'-3" INTERVALS. PROPER CONSISTENCY. AND MADE READY FOR ACCOMPLISHMENT OF THE WORK ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SITE ADDRESS: D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH A CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND SHOWN ON THE DRAWINGS. INCLUDING: BAND -CLIPS AT 1'-3" INTERVALS. -ALKALI PORTLAND CEMENT CONFORMING TO ASTM C750. CRICKET HAS PERFORMED A FINAL INSPECTION AND E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE GIVEN APPROVAL TO START PLACEMENT TESTING. 1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS 4440-C STATE HWY 6 SOUTH TRUSS RODS WITH TIE CLIPS AT 2'-0" INTERVALS. IN CONCRETE SHALL COMPLY WITH ASTM C33. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE AND PLATES. COLLEGE STATION, TX 77845 F. A MAXIMUM GAP OF 1" WILL BE PERMITTED BETWEEN C. WATER: WATER FOR MIXING AND CURING CONCRETE WITH ACI 301. 2. WELDING AND BOLTING OF ATTACHMENTS. THE CHAIN LINK FABRIC AND THE FINAL GRADE. SHALL B� FREE FROM SEWAGE, OIL, ACID, ALKALI, AND C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, DESIGN TYPE: SLATS AND SHALL BE FREE FORM OBJECTIONABLE INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR 1.02 REFERENCE STANDARDS G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE QUANTITIES OF SILT, AND OTHER DELETERIOUS BARRIERS ARE NOT DISTURBED DURING CONCRETE CO -LOCATE FROM BOTH SIDES. SUBSTANCES. PLACEMENT. A. THE WORK SHALL CONFORM TO THE CODES AND H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED 2.02 ADMIXTURES STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 3.04 SURFACE FINISHES SIGHTED HEREIN: DRAWING TITLE: A AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM A SURFACES AGAINST WHICH BACKFILL OR CONCRETE 4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT 1 96MRACE RSTREETICAN �PHILADELPHi& PACIETY FOR G19103, USA AS AND GENERAL NOTES FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING PART OF THE COMPUTED MIXING WATER REQUIREMENTS. REPAIR OF DEFECTIVE AREAS. BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED PUBLISHED IN "COMPILATION OF ASTM STANDARDS IN GALVANIZING PROCESS. AT A UNIFORM STRENGTH AND SHALL BE BATCH BY BSURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL BUILDING CODES". MEANS OF RELIABLEB. 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 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH IRREGULARITIES WITH DRY PACK GROUT, OR BY. SACKING STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE 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 r. C Ve t 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 Communications 2.04 ACCESSORIES BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN 1.01 DESCRIPTION DRAWING SPECIFIES A HORIZONTAL SURFACE OF SURFACES, sME oa�w ec A. NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING SUCH AS STAIR TREADS, WALLS, CURBS, AND PARAPETS N.T.S. R.F. WORK INCLUDES CONSTRUCTION OF CAST -IN -PLACE OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING SHALL BE SLOPED APPROXIMATELY 1 4 FT. °0E a6�D CONCRETE FOUNDATIONS, INCLUDING FURNISHING AND AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING / 04 10 06 KTG INSTALLING READY -MIX CONCRETE, REINFORCING, MINIMUM COMPRESSIVE STRENGTH OF 7.000 PSI IN 28 D. SURFACES THAT WILL BE COVERED BY BACKFILL OR R.F. 3 14 FORMWORK, AND ACCESSORY MATERIALS AS SHOWN ON DAYS. CONCRETE SHALL BE SMOOTH SCREENED. MUM N. xcwoi w THE DRAWINGS. CAST -IN -PLACE CONCRETE INCLUDES ALL SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON B. JOINT I'll LERS BITUMINOUS TYPE, ASTM D1751 OR GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS. NON -BITUMINOUS TYPE, ASTM D1752. n I / O C. ANCHOR BOLTS: ASTM A307. UNPRIMED. I\�fl L PART 2 - PRODUCTS 2.01 MATERIALS A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL STEEL. 2.02 WELDING A ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED. B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST FASTENERS. INC. CD100 CAPACITOR DISCHARGE STUD WELDER OR EQUAL. 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS TO PROPERLY SELECT AND INSTALL STUD WELDS. 2.03 BOLTING A. BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO ASTM A325 HOT DIP GALVANIZED OR ASTM A153, NUTS SHALL BE HEAVY HEX TYPE. B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL CONNECTIONS CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN METHOD. 2.04 FABRICATION A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES. 2.05 FINISH A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 2.06 PROTECTION A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH ZINC BASED PAINT, COLOR TO MATCH THE GALVANIZING PROCESS. 3.01 ERECTION OF STEEL A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATERIALS WHICH DO NOT FORM A PART OF THE COMPLETED CONSTRUCTION, BUY ARE NECESSARY FOR PROPER ERECTION. B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY SET TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND PROPERTY. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. SPECIAL CONSTRUCTION ANTENNA INSTALLATION PART 1 - GENERAL 1.01 WORK INCLUDED A ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL BE ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPERTY. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICKET COMMUCATIONS SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AS INDICATED ON DRAWINGS. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TEST UNDER HEWLETT-PACKARD 8713B RF SCALAR NETWORK ANALYZER SUBMIT FREQUENCY DOMAIN REFLECTOMETER (FOR) TEST RESULTS TO THE PROJECT MANAGER. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S. RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 3221213 OR EQUIVALENT. 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). 1.02 RELATED WORK FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH OTHER TRADES PRIOR TO BID: 1. FLASHING OF OPENING INTO OUTSIDE WALLS. 2. SEALING AND CAULKING ALL OPENINGS. 3. PAINTING. 4. CUTTING AND PATCHING. 1.03 REQUIREMENTS OF REGULATOR AGENCIES A FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE. INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN CCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION RS-22. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7480-IH, CONSTRUCTION MARKING AND LIGHTING. 3. FCC - FEDERAL COMMUNICATION COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES 4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS. 5. NEC - NATIONAL ELECTRIC CODE - ON TOWER LIGHTING KITS. 6. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. 7. IN ALL CASES, PART 77 OF THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. 8. LIFE SAFETY CODE NFPA, LATEST EDITION. ELECTRICAL SPECIFICATIONS GENERAL PROPERTIES A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS. B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: CONDUCTORS INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE A. WIRES AND CABLES (600 VOLTS): CONFORM TO THE NATIONAL ELECTRIC CODE (NEC) - APPLICABLE STATE APPLICABLE UL AND IPCEA STANDARDS FOR THE USE ELECTRIC CODES, THE NATIONAL ELECTRICAL SAFETY INTENDED. COPPER CONDUCTORS WITH 600 VOLTS CODES (NESC), AND THE TERMS AND THE CONDITIONS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON ;nnova-;v� OF THE AUTHORITIES HAVING LAWFUL JURISDICTION THE DRAWINGS. STRANDED CONDUTORS FOR NO. 8 OR PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE arwincE3 na REQUIRED BY THESE CODES, RULES, REGULATIONS, AND DRAWINGS. USE OF ALUMUNUM CONDUCTORS WILL NOT Din AUTHORITIES SHALL BE MADE BY THE CONTRACTOR BE PERMITTED. INSULATION SHALL BE TYPE THHN/THWN Ashford Crossing II WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S INSULATION 75' FOR ALL CONDUCTORS, OTHERWISE 1880 S. Dairy Ashford, Suite 425 LABORAORIES (UL): ALL MATERIALS, APPLIANCES, OR SPECIFIED CONDUCTORS COLOR -CODED IN ACCORDANCE Houston, Texas 77077 DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME Tel : (832) 327-0701 OF UNDERWRITER'S LABORITORIES, INC. THE LABEL OF, PHASE CONDUCTOR, COLOR CODING SHALL BE A -BLACK. Fax : (832) 327-0706 OR LISTING BY: U.L. IS REQUIRED. B-RED,N-WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS. REVISIONS C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS SHALL BE THE PRODUCT OF THE SAME MANUFACTURER NO. 6 AND SMALLER: 3M SCOTCH-LOK OR T do 8 WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE STA-KON COMPRESSON OR INDENT TYPE CONNECTORS IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR IT CONFORMS TO THE CONTRACT REQUIREMENTS AND COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS MEETS THE APPROVAL OF THE OWNER. MATERIAL AND INDENT HEX SCREW OR BOLT TYPE PRESSURE EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF CONDUCTORS, PROPERLY TAPED OR INSULATED. MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS 0 04 10 O6 / / ISSUED FOR CONSTRUCTION OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER' CURRENT IN STANDARD AND DESIGN. C. SPLICES: 480 VOLTS AND UNDER): CONDUCTOR LENGTHS NO DATE DESCRIPTION SHALL BECONTINUOUSFROM TERMINATION TO TERMINATION WITHOUT SPLICES UNLESS APPROVED BY D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION THE BUILDING INSPECTOR. THE INFORMATION CONTAINED IN THIS OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE SET OF DOCUMENTS IS PROPRIETARY IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCE IN SUCH WORK AND SHALL CIRCUIT BREAKERS BY NATURE. ANY USE OR DISCLOSURE PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD OTHER THAN THAT WHICH RELATES TO UP PROGRESS OF THE PROJECT. A. PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC CLIENT NAME IS STRICTLY PROHIBITED. TRIP, SINGLE, TWO, OR THREE POLE BRANCH CIRCUIT E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE, EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING COMMON TRIP, •+ CONDITION AND FREEDOM FROM GROUNDS AND SHORT A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR AVAILABLE FAULT CURRENTS. �P�.••"•••"�•.;���� CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL _� G> EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE �� �* % OPERATED UNDER LOAD CONDITIONS. GROUNDING �. F. AS -BUILT DRAWINGS: DURING PROCESS OF THE WORK, 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE JOSEPH S. ABBOUD MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC). NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) ••••••••••••=••••••••••••••••":••••� DIMENSION. UPON COMPLETION OF THE INSTALLATION, 780 (LATEST EDITION), AND MANUFACTURER. �,0 , 6 � TRANSFER ALL RECORDED DATA TO BLUE PRINTS OF CL ��eO THE ORIGINAL DRAWINGS. Q �•"• �Q•'• 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS �C�� SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. •• �A,sfO • RACEWAYS AND FITTINGS WHEN THE AC PANEL IN THE POWER CABINET IS 1 e� CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL PROJECT No. A. CONDUITS: ELECTRICAL METALLIC TUBING (EMT): MILD BE INSTALLED IN THE AC POWER CONDUIT. THE STEEL, ZINC COATED ON THE OUTSIDE AND EITHER ZINC INSTALLATION SHALL BE PER LOCAL AND NATIONAL COATED OR COATED WITH AN APPROVED CORROSION ELECTRIC CODE (NFPA-70). 06- OO-0121 RESISTANT COATING ON THE INSIDE. MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE, UNLESS NOTED ON THE DRAWINGS SITE NAME: OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED CONNECTION WHERE PRACTICAL OTHERWISE, THE BY NEC. CONNECTION SHALL BE MADE USING COMPRESSION PEBBLE CREEK TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT CLAMP 'C" CLAMP. THE COPPER CABLES SHALL BE SITE NUMBER: COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE COATED WITH ANTIOXIDANT (COPPER SHEILD) BEFORE IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER MAKING THE CEIMO CONNECTIONS. THE MANUFACTURER'S CLL-012-A THE GLAND AND RING COMPRESSION TYPE OR THE TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY STAINLESS STEEL MULTIPLE LOCKING TYPE, CONNECTORS TO SECURE CONNECTIONS ARE TO BE FOLLOWED. TO HAVE INSULATED THROATS, EMT FITTINGS USING SET SITE ADDRESS: SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING 4440-C STATE HWY 6 SOUTH IMPAIRING THE CONTINUITY OF THE CONDUIT, IMC AND PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE RIGID ALUMINUM CONDUIT. BONDED TO A COPPER GROUND BUS AT THE LOWERMOS COLLEGE STATION, TX 77845 POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO DESIGN TYPE: RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN POSSIBLE. ANTENNA CABL£ SHIELD SHALL BE GROUNDED AS IRECT AS EXPOSED JUSTCELL CABINET. ANTENNA CO-LOCATE CONDUITS ANDES EMT PARALLELETOINSTALL OR AT CABLESEFORE OVER 200EFING EET IN LEN THALL ALSO BE TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT. EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH DRAWING TITLE: STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING STANDARD ELBOWS. SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND GENERAL NOTES SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL BENDING RADIUS OF ANY /2 GROUNDING CONDUCTOR CONDUITS AND EMT NOT MORE THAN 8 FEET APART WITH IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER 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, JUNCTION BOXES, SWITCHES, FITTINGS, ETC. INSTALL SURFACES, OR EQUIPMENT. HOLE PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER. �' INSTALL INDMDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. SPRING STEEL FASTNERS WITH HANGER 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS' Communications RODS MAY BE USED IN DRY LOCATIONS IN LIEU OF PIPE PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS. STRAPS. 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS SME N.T.S. R.F. AND BOND TO THE EQUIPMENT GROUND BUS IN THE PANELBOARD. OM. 04 .04 10 O6 a� KTG REVMk afar OF GN-3 10 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: 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 110 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. innovaeive- ErwinCamrw non Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 10 104/10/06 1 ISSUED FOR CONSTRUCTION INOI DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. PEE OF TF >>1) _�� •'ems �'� �••••• JOSEPH S.ABBOUD •.. ...................................... CL .'e�;0 ALw��.. PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GENERAL NOTES cricVet Communications 9AE WAN ft. N.T.S. R.F. M a0® ar 04 10 06 KiG KYSM %w OF R.F. 5 14 uuw¢ x,. "vow w. j G N - 4 0 ' 3HO DESIGN NOTES: 1. FLOOD STATEMENT: EXAMINATION OF THE FEDERAL EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS, INDICATES THIS TRACT TO BE IN, ZONE T. THESE ARE AREAS OUTSIDE THE 10DYR FLOODPLAIN. 2. THE TOWER, ANTENNAS, ANTENNA MOUNTS, EQUIPMENT PLATFORM AND COMMUNICATIONS EQUIPMENT CABINET ARE DESIGNED TO WITHSTAND 110 MPH (3 SEC. CUST) PER IBC 2000. N w*0A innovanir GUYED TOWER I o 0 A = w _ a Cnmi Ad visawGn Ashford Crossing II 1880 S. Darcy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 REVISIONS C;R F D C ANTENNA e, p (TYP. 0 04/10/06 ISSUED FOR CONSTRUCTION NO DATE I DESCRIPTION ^ GINFORMATION 9 Eiq SECTOR Ft CONTAINED IN THIS SETT IS DOCUMENTS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE EXISTING ANTENNA MOUNT OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. ZE OF = 5�P'' T�iS��I ANTENNA ALIGNMENT DETAIL 2 * • • '•; LEGEND U �• ••.•• JOSEPH S.ABBOUD O1 PROPOSED CRICKET 10'-0" x 15'-0' LEASE AREA > ..................................... O2 PROPOSED CRUET 4'-0- x 8'-0- EQUIPMENT PLATFORM r�i % .. 894 OPROPOSED CRICKET 6'-6• LONG ICE BRIDGE (4'-0* HIGH) ... .••' �� •• '� ' t%ka OPROPOSED CRICKET PTC EQUIPMENT W/ GEN PLUG PROJECT No. O5 EXISTING EQUIPMENT PAD/PLATFORM 06-100-0121 OEXISTING EQUIPMENT SHELTER OEXISITNG TOWER ANTENNA PLATFORM, TO BE UNUTZED BY CRICKET SITE NAME: PEBBLE CREEK OB EXISTING CROWN GUYED TOWER OEXISTING CHAIN LINK FENCED TOPPED WITH BARBED WIRE SITE NUMBER: 10 PROPOSED CRICKET GPS ANTENNA CLL-012-A 11 EXISTING ACCESS GATE SITE ADDRESS: ,z EXISTING GEN. PAD 4440-C STATE HWY 6 SOUTH 13 PROPANE TANK COLLEGE STATION, TX 77845 14 EXISTING UTILITY RACK DESIGN TYPE: 15 PROPOSED RACK EXTENSION CO -LOCATE 16 CRICKET FUTURE PLATFORM n EXISTING NCO ENCLOSURE DRAWING TITLE: 16 PROPOSED 200 A DISC. k METER SITE PLAN 19 EXISTING POWER POLE 20 EXISTING TELCO PEDESTAL LINE LEGEND - - - - - - NEW LEASE LINE — - - — EXIST. PROPERTY LINE c r' e t —a NEW Cl FENCE —• EXIST. C.L. FENCE Communications y NEW WOOD FENCE EXIST. WOOD FENCE -o - -0-- NEW W.I. FENCE a o EXIST. W.I. FENCE - 1'-0• M R.F. NEW OVERHEAD ELEC. - we — o c - EXIST. OVERHEAD ELEC.1, ave 04 10 O6 amm er. 1 KTG NEW OVERHEAD TELCO - a* — w. - EXIST. OVERHEAD TELCO wA R.F. '6 14 -ux—ua- NEW UNDER(tOIIND ELEC. -.«—uc- EXIST. UNDERGROUND ELEC. ° "" I xm"M' -uor—um- NEW UNDERGROUND TELCO -U. —ueT- EXIST. UNDERGROUND TELCO SITE PLAN 11 LEGEND - 3 1- - J� ' EXISTING SHELTERS 8 OTHER STRUCTURES ARE NOT SHOWN FOR CLARITY. GROUNDING SLOT FOR ADJUSTABLE BAND CLAMP2 ELECTRICAL TAPE `�� TAPE OVER MASTIC TAPE (/ OVER TAPE 16 GROUND LEAD BARRELL HYDRAULICALLY CLAMP CRIMPED CONNECTION } 1/4'-20 TOWER, ANTENNAS AND ANTENNA MOUNTS ARE l HARDWARE PUTTY TAPE IF REQUIRED BY ANTENNA O CONFIGURATION, EXTEND innovmn van DESIGNED TO WITHSTAND 110 MPH (3 SEC. GUST) �%6 GROUND LEA) LEAD W/12 CONDUCTOR TO awwa aLwom PER IBC 2000- GROUNDING GROUND BAR awn CLAMP ASSEMBLY GROUNDINGAshford CLAMP Crossing II 1880 S. Dairy Ashford, Suite 425 EXTEND EXITING BEACON 1 Houston, Texas 77077 ABOVE EXISTING LOCATION Tel : (832) 327-0701 FIGURE 1 FIGURE 2 FIGURES FIGURE 4 FIGURE 5 FIGURE¢ Fax : (832) 327-0706 TYPICAL WEATHERPROOFING DETAILS 15 REVISIONS EXISTING ANTENNA PLATFORM j2 GREEN STRANDED WIRE (ANTE (ANTENNAS SHOULD NOT ANTENNA INFORMATION EXCEDE EXISTING TOP OF MOUNT. MAST SHALL EXTEND A MECHANICALLY GROUNDED MIN. OF 4' ABOVE TOP TO ANTENNA MAST FROM MNT TX/ ANT ANTENNA MECH AZIMUTH FEEDLBNE FEEDUWE COLOR PROPOSED CRICKET ANTENNAS OF ANTENNA UPPER GROUND BAR RAD CENTER 216' \ (5' BELOW TOP) POS RX MFG MODEL TILT (DEG) SIZE LENGTH CODE \\— (DEC) (IN) (IN) (� (FT)25' A MID TXl/RX1 CSA PCSA065-19-2 0 0 1 YELLOW/ORANGE 0 04/10�06 ISSUED FOR CONSTRUCTION DOWNTILT BRACKET ANTENNA SEE DETAIL 2 3/8' O.D. MOUNTING PIPE 1NO B DATE DESCRIPTION C MID RX2 CSA I PCSA065-19-2 0 0' 1 5/8' 225' 1 YELLOW/WHNE THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY D MID TX1/RX1 CSA PCSA065-19-2 0 120' 1 5/8' 225' RED/ORANGE 1/2' COAX JUMPER BY NATURE. ANY USE OR DISCLOSURE E m OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. F MID RX2 CSA PCSA065-19-2 0 120' 1 5/8' 225' REp /WHITE IXSM14C CARRIER ANTENNA RAD CENTER 185' C MID TX1/RX1 CSA PCSA065-19-2 0 240' 1 5/8' 225' GREEN/ORANGE H I MID RX2 CSA PCSAO65-19-2 0 240' 1 5/8' 225' GREEN/WHITE ..OF..... . " 5; �' ., is ) :................:............... ...#' '* ANTENNA DETAIL 6 ANTENNA INFORMATION 7 s JOSEPH S. ABBOUD MINIMUM OF 75% OR 270' IN ANY DIRECTION OBSTRUCTIONS MUST BE `BELOW 15' 1\1 ICE BRIDGE POST, CONCRETE CROWN BACKBOARD POST OR ••••••••••••••••_••••••••••••"•••••••• ' � S 98 2. i'p, `S O �� '•. TRANSECTOR SUPPORT POST .t� FINISH GRADE "► S �N_ Ct PROJECT No. CL U 06-100-0121 AUGURED HOLD o SITE NAME: GPS MINIMUM SKY VIEW REQUIREMENTS o NOTES: GPS ANTENNA C> PEBBLE CREEK PROPOSED (6)1 COAX CABLES (PAINT TO MATCH TOWER PAINT 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL. RF REPORT. WIRE BRUSH k SOLVENT CLEAN EMBEDDED PORTKkN OF PIPE AS REQUIRED TO REMOVE 12-0 Al GREASE LOOSE SCALE AND All MATERIAL SITE NUMBER: SCHEME, ALTERNATING BANDS OFN, > RED AND WHITE) 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A 1-1/4'0 SCH. 40 STAINLESS STEEL S TO CONCRETE BOND CLL-012-A STANDARD 1-1/4' DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR GALV. PIPE SITE ADDRESS: EXISTING GUY TOWER 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 HANDI i PIPE CAP 4440-C STATE HWY 6 SOUTH FOUNDATION DETAIL 9 OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AM PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE I COLLEGE STATION, TX 77845 CUT PIPE END SIWl BE DEBURRED AND SMOOTH IN ORDER TO 1 5/8' GALV. UNISTRUT. CUT TO CRICKET ICE BRIDGE o SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE I I LENGTH k PANT EXPOSED ENDS WITH ANTENNA MOUNT. I I COLD GALV. COMPOUND. DESIGN TYPE: CRICKET EQUIPMENT cv 3 1/2' DLA ICE BRIDGE IT IS 3.CRITICALCRfTH'THAT THE GPS ANTENNA IS MOUNTED SUCH SUPPORT PIPE (EXTENDED) I I CO -LOCATE CRICKET THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF GPS ANTENNA THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL 1/2-0 GALV. DRAWING TITLE: CRICKET U-BOLT B-LINE ITEM 6280SQ (OR EQUAL) w/ PTC 4. DO NOT SWEEP TEST GPS ANTENNA 3 1/2*0 GALV. 2-1/2'4 GALV. U-BOLTS. ELEVATION &DETAILS POST PIPE 1 1/4' PIPE TO 3' 00 PIPE CLAMP ® ® I o FINISH GRADE JAWG ITYPICAL SUPPORT ® ICE BRIDGE (PLAN do ELEVATION)L"'�Zj/�'SET SUPPORTS A MAX. OF 38' ON CENTER. V BAR MOU�GROUNDING KR Communications GALV. GRATI 1/2'0 JUMPERS AND SNAP-IN� ICE BRIDGE POST1/2'4 COAX CABLE MINIMUM SENDING RADIUS CONNECTORS (TYPICAL) ox�. �R.F. PER MANUFACTURER'S STANDARDANTS j2 AWG BC AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) PLATFORM MEMBER FIELD DRILL 9/16'1s IN PLATFORM, AS GALV. ouE 04 10 O6 n�KTG R.F. a 7 14 A325 B6 REQUIRED. PANT EXPOSED METAL WITH Ai25 BOLT ON" r ROM"' - — TO GROUND COLD GALV. COMPOUND. TYPICAL SUPPORT ® PLATFORM /� O ELEVATION GPS 4 DETAILS 8 TYPICAL JUMPER SUPPORTS 10 ' `— C,r A' An Z, 7rr SUGGESTED EQUIPMENT ARRANGEMENT 4' 1' GALVANIZED BAR GRATING J _ Q 00 Z IZ PLATFORM END ELEVATION PLATFORM PLAN VIEW NOTE: FOR EXACT MEMBER SIZE AND STRUCTURAL INFORMATION REFER TO THE DRAWINGS DONE BY EMI, INC. 1-800-453-0050 LEGS ARE FIELD ADXSTABLE TO-2'-+6• ZF AK PLATFORM REAR ELEVATION EQUIPMENT PLATFORM DETAIL 1111 L3x3x3/8 VALMONT CLUSTER SUPPORT BRACKET No. B1258 OR APPROVED EQUAL CLUSTER SUPPORT BRACKET 2' DIA U—Bar POST )AX CABLES MONOPOLE II -TT- DRIP LOOP MONOPOLE COAX SUPPORT MG PORTS WHEN AVAILABLE PIPE SUPPORT ICE BRI TOWER ICE BRIDGE DETAIL CONCRETE GENERAL NOTES: 1. SPECIFICATIONS: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE — ACI 318 LATEST REVISION. 2. STRUCTURAL CONCRETE: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, TYPE I CEMENT, WITH 6% + 1% AIR ENTRAINMENT, AND W/C RATIO OF 0.45 MAXIMUM. 3. REINFORCING STEEL INTERMEDIATE GRADE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A615, INCLUDING THE SUPPLEMENTARY REQUIREMENTS S1, GRADE 60 (FY— 60,000 PSI) WELDED WIRE FABRIC ASTM A185 4. MINIMUM COVER: 1 1/2• FOR BARS 15 OR SMALLER, 3' FOR CONCRETE DEPOSITED AGAINST GROUND. 5. TAP 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 SWILL BE THOROUGHLY COMPACTED AT FOUNDATIONS IN 9• MAXIMUM LIFTS UNIFORMLY AROUND TO 95% MODIFIED DENSITY 7. BEFORE PLACING CONCRETE, CHECK ELECTRICAL DRAWINGS FOR INTERFERENCES AND OMISSIONS. 8. CHAMFER ALL EXPOSED EDGES 3/4• x 45% STRUCTURAL NOTES BRIDGE SUPPORT HOOK BOLT ICE BRIDGE GRATING ABLES STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL MURK SHALL BE IN ACCORDANCE MATH THE 'SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS• (LATEST EDITION, AS REVISED) OF THE RISC. 2. ALL STRUCTURAL TO BE ASTM A36. 3. ALL STRUCTURAL STEEL TO BE GALVANIZED ASTM 121 ALL BOLTS, FASTENERS AND HARDWARE TO BE GALVANIZED ASTM A153. innova-ivo- arw�ncs awan Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel (832) 327-0701 Fax : (832) 327-0706 0 104/10/061 ISSUED FOR CONSTRUCTION INOI DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. •CPle OF TF�'ljj .... I •.i' 0. * 1• •.tit •• • JOSEPH S.ABBOUD .................................... 9694 MWAL PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE CO -LOCATE DRAWING TITLE: SECTIONS & DETAILS cricVet Communications R.F. A-3 1 0 innovArim Emainmimna nrs:an Ashford Crossing II NOTES: 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 1. NEW #2 SOLID TINNED COPPER GROUND LOOP INSTALLED AROUND Tel : (832) 327-0701 PLATFORM, IS TO BE RUN BELOW GRADE 18' DEEP (MIN). Fax : (832) 327-0706 2. CROUNDING TIE-IN'S TO EXIST. CELL SITE GROUND LOOP, FENCING, EXIST. EQUIPMENT, ECT. IS TO BE ROUTED TM A TRENCH AT THE SAME REVISIONS ELEVATION AS THE DWNG GROM LOOP. 0 04/10/06 ISSUED FOR CONSTRUCTION - - NO DATE DESCRIPTION THE INFORMATION CONTAINED IN THIS EXISTING TOWER - - GROUND RING (VERIFY LOCATION) 5/8. 0 x 10'-0' LONG COPPER SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE - - - GROUND RODS ® APPROK 8'-0 GROUND BAR C0.4XNL CABLE ) OTHER THAN THAT WHICH RELATES TO [—TO 10'-0" INTERVALS, SEE DETAILS CLIENT NAME IS STRICTLY PROHIBITED. _ SEE DETAIL /2, DWG. G-3. 11 k /2 DWG. G-2. $2 TINNED COPPER /2 SOLID TINNED COPPER GROUND WIRE (TYP2 PLCS) . . WIRE NOTE OF TF >>>> GROUND SEE p2 #2 SOLID TINNED COPPER ^1P�E •• •• '( ••. ;� - - _ GROUND WIRE SEE NOTE /1 '•� *5; • •. * ��� �— — — — -: — ANTENNA (TYP.) r * . : * �l \ -- -- -- ' r ....................................... JCSEPH S. AB80UD ••� < � CMXIAL CABLE GROUNDING SEE DETAILS /1 thru 13 ................................ 9894 4z so • •' I -.... I I p ` I � GUYED (EXIST., VERIFY GROUNDING)"t - • ••• AL vA PROJECT No. 06-100-0121 SA@1NEI , � ' I I I I I +++ + I _ SITE NAME: ++++++++ + + + ++ + + + + + PEBBLE CREEK + + + + + + + + + + + SITE NUMBER: \ 2 SOLID / GROUND BAR SEE DETAILS CLL-012-A TINNED COPPER /1 & /2 DWG. G-2. SITE ADDRESS: GROUND WIRE /2 SOLD TINNED COPPER�W CABLE GROUND WIRE SEE NOTE p2 36' FROM END OF ICEBRIDGE PLATFORM 4440-C STATE HWY 6 SOUTH -- -- _-___________________-______________ _; T ICE BRIDGE COLLEGE STATION, TX 77845 /2 SOLID TINNED COPPER #2 SOLID TINNED COPPER DRIP LOOP LY Dt� INABLGROUNDING— DESIGN TYPE: GROUND TEST WELL GROUND WIRE SEE NOTE /1 GROUND WIRE, PLATFORM GROUND, SEE NOTE #1 SEI COAXIAL SEE DETAILS 11 thru I5 CO -LOCATE SEE DETAIL 13 DING.DWG. G-3. SEE DETAIL �1, DWG. G-3. G-2. � (TYP. 2 PLCS.) (TYPICAL 3 PLACES) CGAXIAL CABLE JUMPER DRAWING TITLE: GROUNDING PLAN &DETAILS YA GRADE j2 SOLID TINNED COPPER CADWELD TO ICE BRIDGE y. POSTS (TYPICAL 2 PLACES) -IG (2)-J2 SOUD TNNED #2 SOLID, TINNED COPPER ROUND WIRE, SEE NOTES t 2. I{1 do COPPER GROUND WIRE (TYP) c r ' c Ve t 2 SOLID TINNED COPPER Communications ROUND WIRE, SEE NOTES it & J2. sank ow.x er NOTES: WE 04 10 06 ara® fff KTG I 1. NEW 12 SOLID TINNED COPPER GROUND LOOP INSTALLED AROUND Aram R.F. 9 14 PLATFORM, IS TO BE RUN BELOW GRADE 18" DEEP (MIN). drove N. 2. CROUNDING TIE-IN'S TO EXIST. CELL SITE GROUND LOOP, FENCING, EAST. EQUIPMENT, ECT. IS TO BE ROUTED THRU A TRENCH AT THE SAME ELEVATION AS THE EXISTING G-1 107 GROUNDING PLAN& NOTES 1 TYP. COAX CABLE & ICE BRIDGE GROUNDING 2 06 AWG FROM ANTENNA CABLE GROUND KIT TINNED GROUND BAR ON WALL OR ON ANTENNA TOWER Y TYPE CONNECTION NOTE: �- TWO BAAE TINNED COPPERTO BE RWIRE� TO GROUND RING LEGEND 1 - TINNED COPPER GROUND BAR PLATE, 1/4-X 4'X 20% NEWTON INSTRUMENT CO. CAT. NO. 8-6142. HOLE CENTERS TO MATCH NELIA DOUBLE LUG CONFIGURATION 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3 - 5/8 ' LOCKWASHERS, NEWTON NSTRUMENT 00. CAT, NO. 3015-8 4 - WAIL MOUNTING BRACKET, NEWTON INSTRUMENT 00. CAT NO. A-6056 5 - 5/8-11 X 1' H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 CONTRACTOR TO UODZE KOPP-SHIELD (THOMAS k BETTS) OR PENETROX (FCI BURNDY) ON ALL LUG CONNECTIONS GROUND BAR DETAIL 11 GROUND BAR DETAIL 12 NOTES: 1. COAXIAL ANTENNA CABLE GROUNDING AT ANTENNA SWILL BE SIMILAR AS APPLICABLE. TYPICAL FOR ALL BONDING CONDUCTOR CONNECTIONS TO GROUND BAR PLATE GROUND STRAP BODY AND 2. DOUBLING LIP' OR 'STACKING' OF CONNECTIONS 5 NOT PERMITTED. OXIDE-INHIBRING WEATHERPROOF TAPE SYSTEM ANDREW GROUNDING EXPOSED BARE COPPER TO BE JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS CABLE KEPT TO ABSOLUTE MINIMUM. NO INSULATION ALLOWED 3. PROVIDE ANDREW 36' GROUNDING CABLE REQUIRING FIELD ANDREW GROUNDING CABLE WITHIN THE COMPRESSION ATTACHABLE CRIMP ON LUG. DO NOT USE THE LUGS PROVIDED STAINLESS TERMINAL (TYPICAL) WITH THE GROUNDING KIT. PROVIDE TWO HOLE LUGS AS SHOWN TINNED GROUND STEEL BAR PLATE SEE TWO HOLE COPPER IN COAXIAL ANTENNA CABLE GROUNDING AND GROUND BAR DETAILS 1 k 2 FIPRDWAI2E 3/8' x 1 1/2' COMPRESSION TERMINAL PLATE CONNECTIONS DETAIL AT ANTENNA, PROVIDE CRIMP THIS DWG A HEX BOLT SHOWN AS BACK TO BACK SHOWN CONNECTION TYPE 'C' TAP FOR CONNECTION TO GROUND CONDUCTOR. GROUNDING CABLE SHALL BE FIELD CUT TO SHORTEST LOCK WASHER LENGTH POSSIBLE. O O O O O Fo O (TYPICAL) 0 O O O O O O FLAT WASHER NUT (�) O O O O O 0 (TYPICAL) FLAT WASHER TWO HOLE CRIMP TYPE Luc SECTION A PROVIDE BURNDY CAT. -A NO. YA6CL-2TC38 COAXIAL ANTENNA CABLE (ACTUAL No. AS REQ'D.) I COAX ANTENNA CABLE & GROUND BAR CONNECTIONS I fi 0 ANTENNA CABLE--z — — WEATHERPROOFING KIT ANDREW 1221213 16 AWG STRANDED COPPER GROUND LIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) ;P�:7;di�:►i:UI f 1 NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND, AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. BALL CAP CAD -WELD OR MECHANICAL j2 AWG GREEN FROM ICEBRIDGE TO GROUND BAR (TYP AT TOWER AND PLATFORM GROUND BAR) 12 AWG SOLID 11NNED COPPER ICEBRIDGE SECTION CAD -WELD OR MECHANICAL }2 AWG GREEN FROM CONNECTING TWO ADJACENT SECTIONS OF ICEBRIDGE (TYP EA SIDE) fa innovariva- encninEa:nn nmmn Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 ) 104/10/06 1 ISSUED FOR CONSTRUCTION 0 1 DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO WENT NAME IS STRICTLY PROHIBITED. 1P,tE OFco TF-I 1�1 ,r •..•. JOSEPH S.ABBOUD t............9 ........ 5.: Q7 CC PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GROUNDING DETAILS cricVet communications WAM er 1 04/10/06 1 KTG a W;i SHM OF GPS CABLE GROUND DETAIL ICEBRIDGE GROUNDING DETAIL G-2 10 PVC, GALV. STEEL OR RE1NF. CONCRETE /2 SOLID TINNED TEST WELL WITH REMOVABLE COVER COPPER GROUND WIRE INSTALLED FLUSH WITH FINISH GRADE 8' TO 12' DIAMETER PLATFORMGRADE — GRAD /2 COMPRESSION LUG C' �� I �111=1I LSE r I R- 3/g• � �BOLA CADWELD CONNECTION I III —I I I I� I I W��TI NI I (TREAT O OX) co / EXOTHERMIC WELD � I � I � .� " =1I C—f I ' TYPE 'Gr T�I /2 SOLID TINNED COPPER GROUND WARE ADJUSTABLE LEG ~ — BEND INIAUM /2 SOLID TINNED CADWELD CONNECTION /2 SOUR COPPER GROUND WIRE IC WELD ERM GRADE TINNED COPPER TYPE EXOTHERMIC I GROUND WIRE NOTCH SIDES OF SLEEVE TO ALLOW ENTRANCE/EXIT 3' OF CRUSHED GRAVEL BELOW WELD. OF GROUND CABLE WELD SHALL REMAIN VISIBLE. ?— G — — G GROUND ROD 5/8'I x 10'-0' LONG COPPERCLAD GROUND ROD /2 SOLID TYPE 'TA' 5/8' 0 x 10'-0' LONG TINNED COPPER CADWELD CONNECTION COPPERCLAD GROUND WIRE EXOTHERMIC WELD NOTE: ONE (1) TEST WELL SHALL BE PROVIDED 6EIWEEN THE TOWER GROUND LOOP AND THE EQUIPMENT GROUND LOOP. PLATFORM GROUNDING DETAIL I GROUND ROD DETAIL 121 GROUND TEST WELL DETAIL 131 \ I4 III II TYPE GT TYPE GR TYPE VS TYPE XA TYPE GL LUG I TYPICAL CADWELD CONNECTIONS 141 innovAum sTmInmwona cam Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 10 104/10/06 1 ISSUED FOR CONSTRUCTION NO DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: GROUNDING DETAILS cricVet Communications �sr. IWASM I%M OF I G-3 10 ENLARGED SITE PLAN ABBREVIATI❑NS AMPERE AFF - ABOVEFLOOR AIC - AMPERES INTERRUPTING CAPACITY AWG - AMERICAN WIRE GAUGE CKR = CONDUIT CKT - CIRCUIT CDT. - CONDUIT GPS - GLOBAL POSITIONING SYSTEM GIRD - GROUND M.H. - MOUNTING HEIGHT MCB - MAN CIRCUIT BREAKER MLO - MAIN LUG ONLY NEC - NATIONAL ELECTRICAL CODE No. - NUMBER P. - POLE V - VOLTS PH. - PHASE EXISTING SHELTER vz 2' CD rS, ALL CDT'S ARE TO BE FIELD ROUTED UNDER PLATFORM ------------------ / . PROPOSED 200A (FURNISHED BY 1= �I I .I I ! I I I I �I I' .I I I I NEW TRENCH FOR POWER & TELCO, SEE DETAIL #2 THIS SHEET i> I _I li it I; I FOR GROUNDING OF ICE BRIDGE NEW & COAX CABLES 2" CDT. (POWER) SEE DETAIL 2 ON DWG. G-1 NEW \ 2" CDT. (TELCO) FOR GROUNDING OF EQUIPMENT ON PLATFORM, SEE DETAIL /1 ON DWG. G-1 ELECTRICAL PLAN SYMBOLS —D METAL HALIDE FLOOD LIGHT _WP SINGLE POLE TOGGLE SWITCH - M. H. = 48-AFF HOMERUN TO PANEL WP q GFI DUPLEX RECEPTACLE- 2OA- 125V, MOUNTING 18' AFF. 'GFI' DENOTES GROUND FAULT CIRCUIT INTERRUPTOR TYPE 'WP' DENOTES WEATHERPROOF COVER 0 EMBEDDED CONDUIT STUB -UP O GROUND ROD - 5/8" x 10'-0" LONG WITH CADWELD GROUND CONNECTION. ■ CADWELD CONNECTION — G — EMBEDDED 12 SOLID TINNED COPPER Q GROUND TEST WELL ^L COMPACTED SAND POWER CONDUIT - 2'--� 12' MIN. 24 MIN. EXISTING UTILITY RACK XISTING ELCO ENCLOSURE WARNING TAPE /— COMPACTED FILL FIN. GRADE 12 GRD. CABLE TEL CONDUIT - 2' TEXAS�ALL BEFORE OU DIG Y UNDERGROUND ROUNDUUTILITES OR POWER ENGINEERING SERVICES - INDEPENDENT LOCATOR (210) 590-4936 innovative enainowrine Daman Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 L 0 104/10/06 1 ISSUED FOR CONSTRUCTION I INO DATE DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. OF ••••JOSEPH S.•ABBOUD ........ . t %//CWAL C, PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: 1ECTRICAL PLAN & DETAILS cricVet Communications KTG a ELECTRICAL SYMBOLS & ABBREVIATIONS TRENCH DETAIL E-1 10 I PLATFORM ELEVATION FEEDER SCHEDULE ( 2' C. FOR TELCO ( 3-1/C 13/0 k 1-1/C #6 GND - 2• C. (3 3-1/C 14 & 1-i/C #4 GND - 2• C. ® 1-1/C %2 BARE CU - 1/2" C. Q 2• C. FOR TELCO CABLES EXISTING GUTTER. UTILITY LINES, COORDINATE WITH ELECTRIC COMPANY (VERFTY CAPAC TY, IF INADAQUATE ALERT ENGINEER) POWER PANEL 200k GENERATOR RECPT. fE ENCLOSURE S�@FiEI TELCO PANEL GABLE SINGLE LINE DIAGRAM NM - ALL ELECTRICAL ENCLOSURE TO BE NEMA 3R TAP IN THE SIDE OF GURER PROPOSED SERVICE ENTRANCE METER/DISCONNECT PROPOSED 200A FUSIBLE O DISCONNECT, W/ NEW 200A FUSES, (BY SUBCONTRACTOR) 200A DISC. —rill GRADE 4 5/8'0 x 10' I.G. GROUND ROD I PWR 3 TELCON CDT. FOR N SEE DLARGED PUN ON ONG E-1 CONTMIATION SEE ENLARGED PUN ON DWG E-1 5'-0• MAX. ENCLOSURE PLAN VIEW UNtMUT PIPE/CONDUIT CLAMP P1119 OR P2S56-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE O3 1/2. O.D. POST 5'-0' MAX. I I T� 0 N 12'4 PLAIN CONCRETE OR SAKRETE PIER, SEE DET. 9, SHT. A-2 EX ENOLQS!!BE 2.5Dx30.3Wx64L EMBEDDED GROUND LOOP FRONT VIEW 2 UTILITY MOUNTING RACK (TYP. PIPE CAP (TYP) _ 3"0 SCH.40 PIPE (Go OR 3'0 RGS CONDUIT (GALV) (lYP) _ 1-%*0 UNISTRUT (QV) (TYP) innovazo,va- enwinsawina Damon Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel (832) 327-0701 Fax : (832) 327-0706 ] 104/10/061 ISSUED FOR CONSTRUCTION 0 I DATE I DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. ,.—ZsOF T 111 :.••••.• JOSEPH S.ABBO(SG � .. tti .....sW¢�--� '1%"jONjkL V-'%�= %...., Q. ate. PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK SITE NUMBER: CLL-012-A SITE ADDRESS: 4440-C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: SINGLE LINE & DETAILS c r is Vet Communications R.F. 13 14 roiwc x, W.�snw w E-2 0 TXi/RX1 RX2 ANTENNA DIN TYPE FEMALE CONNECTOR (ANTENNA) 2A BOTTOM JUMPER CABLE UNISiRUi PIPE/CONDUIT) FOL P1119 OR NOTES: P2558 RECOMMENDAlI NSA FOR BOLT TORQUE LOW MANUF. t44 ANTENNA innovAnow 1. SUBCONTRACTORSHAl1 AS -BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON EXISTING POLE Cn�7inCC�' �no RED LINED DRAWINGS. EXISTING Q.D. PAST DIN TYPE FEMALE Damon CONNECTOR (ANTENNA) 2. COLOR CODE ALL MAIN CABLES AT THREE LOCATION: O 1880 S. Dairy Ashford, Ashford Crossing SII Suite 425 Houston, Texas 77077 TOP OF TOWER Tel : (832) 327-0701 NEAR EQUEQUIPMENTHf BOTTOM TOWER Fax : (832) 327-0706 3. FOR AN 150' TOWER COAX GROUNDING KIT SHALL BE INSTALLED WITH ONE AT THE TOP AND ONE AT REVISIONS THE BOTTOM OF TOWER. FOR TOWERS WITH HEIGHTS IN EXCESS OF 156, PLACE ONE ADlXT0AL COAX WEATHERHEAD. MAIN COAX CABLE GROUNDING KIT IN THE MIDDLE BETWEEN THE TOP COAX GROUNDING KIT AND THE BOTTOM GROUNDING UTILITY LINES, COORDINATE KIT. WITH ELECTRIC COMPANY 24• GROUND KIT (TYPICAL) GROUND BAR (TOP OF TOWER) GROUND BAR (BOTTOM OF TOWER) ILLUSTRATION IS OF THE BACKSIDE OF ANTENNA GROUND BAR (AT EOUIPMENT) BOTTOM JUMPER CABLE 5 SEE SECTOR ALPHA El rl TX1/RXt RX2 BETA GAMMA ALPHA SECTOR SECTOR (TYP) SECTOR (TIP) (TyP) BTS CABINET FRONT ITIN No No ITEM DESCRIPTION SECTOR BETA SECTOR GAMMA SECTOR QTOTUANAL TY TX1/RX1 RX2 TX1/RX1 RX2 TX1/RX1 RX2 (3 SECTS) 1 ANTENNA CSA-PCSA065-19-0 CSA-PCSA065-19-0 CSA-PCSAD65-19-0 CSA-PCSAD65-19-0 CSA-PCSAD65-19-2 CSA-PCSA065-19-2 6 2 ANTENNA JUMPER (ANDREW) (LENGTH) (1) L4A-PDMDM-4 (1) L4A-PDMDM-4 (1) L4A-PDMDM-4 (1) L4A-PDMDM-4 (1) L4A-PDADIA-4 (1) L4A-PDMDM-4 6 2A ATTACHED MICE DIN INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED CONNECTOR (ANDREW) W/ITEM J2 W/REIN j2 WAIEM 12 WATEM 12 W/ITEM 12 W/REM 02 3 MAIN COAX (ATM) IWO (225 FT) A70 (225 FT) l%'0 (225 FI) 1%-0 (225 FT) 1%*0 (225 FT) Will (225 Fr) (ANDREW) AVA7-50 AVA7-50 AVA7-50 AVA7-50 AVA7-50 AVA7-50 1350 FT. 4 UNATTACHED FEMALE DIN CONNECTOR DIN C (2) L7PDF-RPC (2) UPDF-RPC (2) L7PDF-RPC (2) L7PDF-RPC (2) L7PDF-RAC (2) L7PDF-RAC 12 5 BDTTOM JUMPERS (1) FIELD ASSEMBLED (1) FIELD ASSEMBLED (1) FED ASSEMBLED (1) FIELD ASSEMBLED (1) FIELD ASSEMBLED (1) FIELD ASSEMBLED 6 (ANDREW) FSJ4-5OB FSJ4-5OB FSJ4-50B FSJ4-500 F5J4-50B FSJ4-500 6 UNATTACHED MALE DIN CONNECTORS (1) F4DMV2-C (1) F40MV2-C (1) F4DMV2-C (1) F4DNV2-C (1) F4DMV2-C (1) F4DMV2-C 6 7 UNATTACHED MALE N CONNECTORS (1) F4NMV2-HC (1) F4NMV2-HC 1 () F4NMV2-HC (1) F4NMV2-HC (1) F4NMV2-HC (1) F4NMV2-HC 6 8 KIT COAT( GROUND(ANDREW) (ANDRETW) (3) CSGL7 (3) CSGL7 (3) CSGL7 (3) CSG17 3 CSGL7 () (3) CSGL7 18 EXISTING UTILITY RACK TAP INTO p ON RACEWAY GUTTER J I 2• TELCO CONDUIT TO PPC/TCP ROUTE TO PPC UNDERGROUND COORDINATE WITH LOCAL TELCO UTILITY PRIOR TO PROCURING AND 06TALLATIDN OF BOX AND COMPONENTS. ALL MATERIAL SHALL MEET REQUIREMENTS OF LOCAL TELCO UTIUTY. VERIFY CAPACITY OF SERVICE. IF EXISTING SERVICE IS INADAQUATE, NOTIFY PROJECT MANAGER AND ENGINEER FOR SOLUTION. 0 04/10/06 ISSUED FOR CONSTRUCTION NO DATE DESCRIPTION PIPE CAP THE INFORMATION CONTAINED IN THIS (TYP) SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. T. >>1 ' METER (BY UTILITY COMPANY) * •,• r * . •. * I �/ 200A DISCONNECT W/ ...../ .................. •••••••••••• 200A CIRCUIT BREAKER JOSEPH S. ABBOUD IN NEMA 3 CLOSURE .... ............................... ( BY SUBCONTRACTOR) 10 /I S 6 94 ;''27,0 e O S •'��ci1 i 1-%•0 UNISMUT (GALV) (TYP) • f lot awvw� PROJECT No. 06-100-0121 SITE NAME: PEBBLE CREEK 3•0 SCH.40 PIPE SITE NUMBER: (GAL') OR 3'0 RGS CONDUIT (GAI-N CLL-012—A SITE ADDRESS: 4440—C STATE HWY 6 SOUTH COLLEGE STATION, TX 77845 DESIGN TYPE: CO -LOCATE DRAWING TITLE: DETAILS cricVet Communications re oro�w F. RF PLUMBING DIAGRAM UTILITY RACK E-3 10 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION,'s TX- / 7840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00001225 Date 4/27/06' Property Address . . . . . . 4440 SH 6 S C Property ID: - - R #. Tenant nbr, name . . . . . . ADDITION TO TOWER Application type description COMMERCIAL, PUBLIC WORKS & UTILITIES Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 10000 Owner Contractor ------------------------ ------------------------ FENI LLC 7171 HWY 6 HOUSTON TX 77095 (713) 865-3889 --- Structure Information 000 000 EQUIPMENT @ EXISTING TOWER SITE Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . UTILITY AND MISCELLANEOUS Other struct info . . . . . EXTERIOR WALL TYPE NA IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE NA HEATED AREA 1.00 INTERIOR WALL TYPE NA SEWER TYPE NA TAZ 1.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . BK Permit Fee . . . . 60.00 Plan Check Fee .00 Issue Date . . . . 4/27/06 Valuation . . . . 10000 Expiration Date . . 10/24/06 Qty Unit Charge Per Extension BASE FEE 15.00 9.00 5.0000 THOU BLDG, VAL 1001-50000 45.00 ---------------------------------------------------------------------------- Special Notes and Comments ELETRIC UTILITIES COMMENTS DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGN DEVELOPER PROVIDES TEMP BLANKET EASEMENT FOR CONSTRUCTION DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS (IF NECESSARY) DEVELOPER PROVIDES 30' RIGID CONUDIT FOR RISER POLE (IF NECESSARY) -------------------------- --1,� /---------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION,. TX 37840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00001225 Page 2 Date 4/27/06 Special Notes and Comments DEVELOPER INSTALLS FIRST 10' OF CONDUIT ON RISER POLE. CITY INSTALLS REMAINING 201. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DEVELOPER PROVIDES DIGITAL SITE PLAN IN AUTOCADE 14 VERSION. EMAIL TO RBOLIN@CI.COLLEGE-STATION.TX.US DEVELOPER IS REPSONSIBLE FOR THE INSTALLATION OF SERVICE FROM TRANSFORMER TO BUILDING FOR QUESTIONS CONTACT RONNIE BOLIN AT 979-764-3614 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 PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance 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 ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.00 60.00 .00 .00 - APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION,• TX '77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 Application Number . . . . . 06-00001225 Page 3 Date 4/27/06 ------------------------------------------ C - A 4-t ----------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: c� Foi Office Use Only ILDIN U G PERMIT APPLICATION FOR B I DATE I SIC' TRCC REG CITY OF COLLEGE STATION ' 1101 TEXAS AVENUE 1 APPLICATION # COLLEGE STATION, TX 77840 TEMP POLE # CiTy OP COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX 1'lartfng $ Lk^arlaparrne 5rrvicsr WWW.CSTX.GOV // ADDRESS/LOCATION: 104 U STtt►�: 14�.jy (y Sv18f45 LOT BLOCK SUBDIVISION SEC/PH BUSINESS/OWNER NAME: 6Z kc T C o- vN • i.4T: JPHONE: JS I— CONTRACTOR/HOMEOWNER: ) ^' T- L L C- PHONE: -7 11 L S- 3%j�9 �- CONTRACTOR ADDRESS: �l I —1 �� 1.3 (I -SI A ate "1 I-� a J S � O J 1 7 09 5 ELECTRICIAN: PLUMBER: A A HVAC: GOOD CENTS (Residential only): A► CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF �C ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: �Im F�z.� t (�rS C Ab:a-m , A�/1;'4cZ: ,k F L, .✓� ,.a� Au T rC_../Nti 5 s,, 'r,x Q STRUCTURE USE: GA�a:.j� = c .J 7'u p o F PL A'% rr,4Z'-. HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 10 r 0 0 0 TOTAL AREA: 3-1` HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT S TEM NUMBER OF BATHRO SEWER TAP: INTERIOR L TYPE: SIZE WATER T ERIOR WALL TYPE: SIZE OT R TAP: FOUNDATION TYPE: i II , Yip PQ r- 1A�1 d Qiw� W!t�. SIZE TEMP POLE ROOF TYPE: /v GARAGE TYPE: SINGLE DOUBLE A71I DETACHED F—] CARPORT r SIGNATURE OF APPLICANT: es v *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only C ents: ES r NO tans Examiner Zoning Official