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2013 NPTN: 306345270 . SITE NAME: : � SITE NUMBER: ,,it p0% '� 1: TRU�CTURE TYPE: I s FA CODE: BRENTWOOD 111111��� � HX3151111111.171II3 35'STEALTH � UNIPOLE i � • 1 , ... ' \����\�"������ I ... ;k�: ;at&t I \\\\\\\\\\. :i:i,*.'.-'1".. \��\\\\\\\\\o\\\\�`\\\"I 11 \--1 \\.""._.".......... ---- ---. .... I..".., A, 1. -11. .... : ..... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 6400 INTERNATIONAL PARKWAY SUITE 1000 8. INSTALL 1 GENERATOR ON CONCRETE PAD A5.1 SITE SIGNAGE NOTES 1 \\�\::> :;:. .; I CONSULTANT: ��� ff . \\ti:: I :"::.: A\ 11, AT& ENGINEERING DATE ELECTRIC L PLANS \ \ \ L. �. ::::.1111, \..m\ \.. ...... GOODMAN NETWORKS ���\ 14701 N. HWY 281 SUITE 2 E1.0 ELECTRICAL AND TELCO PLAN \\ '\\\\\ 20 \\ CONS'U'LTING ENGINEERS, •LNC. SAN ANTONIO TX 78232 19315 FM 2252 STE. 301 Phi: (210) 542-5911 APPLICABLE CODES & STANDARDS PROJECT INFORMATION AT&T CONSTRUCTION MANAGER DATE - DRIVING DIRECTIONS ANTENNA GROUNDING PLAN AND ONE—LINE DIAGRAM VICINITY MAP E2.1 COMPOUND GROUNDING PLAN SHEET INDEX DRAWN BY: LC PLANo, TX 75093 AT&T OPERATIONS DATE E3.0 ELECTRICAL DETAILS APPROVED BY: TH DATE DRAWN: 07/05/13 E4.0 GROUNDING DETAILS REVISION 0 Tel: 7 40 6.9692 E4.1 SITE NAME: BRENTWOOD DEPART FROM: GEORGE BUSH INTERNATIONAL AIRPORT DESCRIPTION \\ DATE E4.2 SITE GENERAL ARRANGEMENT PLANS A ISSUED FOR 90% REVIEW LC 08/08/13 SITE NUMBER: HX3573 ISSUED FOR CONSTRUCTION HEAD WEST ON N TERMINAL RD. SLIGHT RIGHT ONTO JOHN 23 13 08/ 23/13 ;\\,� .. . £` _ 1 REVISED PER REVIEW DH 09/23/13 SITE NAME: , nnir�c`nnnr n. nn. �n., �,�.c-nc�� 2 REVISED PER REVIEW WS 11/18/13 F KENNEDY BLVD. CONTINUE STRAIGHT TO STAY ON JOHN \\� \�\: "'�.. ...;.:`:,> T1.0 COVER SHEET 9 11 ADDRESS: 2504 TEXAS AVE S F KENNEDY BLVD. TURN RIGHT ONTO TEXAS 8 BELTWAYI. -11`r`` \_` _ ;\ ,�, �< COLLEGE STATION TX 77840 FRONTAGE RD. TAKE THE TEXAS 8 BELTWAY W RAMP ON _ ..:::..: . ..... ' ,° .: _ _\�.:\.:,,_,.>: _ ..� N1.0 GENERAL NOTES BRENTWOOD LATITUDE. 30.605502 THE LEFT TO I-45. MERGE ONTO TX -8 BELTWAY W. . . .::::::::::::.::::: ................::,:::.:.::: \ .. .......::. ._..:..::.\.::.:.: ... ::.:::::.:.:: :..:.:.::.::::::::.::::::::::.:::::::::..::.:.:::.::::. ;. %' N1.1 GENERAL NOTES _r HOUSTON TOL U 0 0 SAM LWAY W. TOLL ROAD. CONTIN E NT ...:.-...:;>;:::.:>::.:::.;:>::::.:>:,::::::::.::::::>:::::::::::. ..1. x. SITE NUMBER: LONGITUDE: —96.309226 - . EXIT TAKE THE EXIT ONTO US 290 W TOWARD AUSTINHX3573 . �\ ::::::>: - N 1.2 GENERAL NO ES GROUND ELEVATION. 280 f AMSL ON —6 N TOWARD COLLEGE STATION BRYAN. TAKE TO TX / :::: OF EG STATION JURISDICTION: CITY COLLEGE LL E _ --THETEXAS 6 B EXIT ON THE LEFT TOWARD _ ;: :...:.::. .. ; «.::;`.,<.:::::.:::. . _ _ ,.. :.,.,.... :.:.::::::.. .::::.>'::::::.:::.::.:>::::>:'.:>:::.::.::>:>:::>::::<:.:::::.:>::::. ............................................... .::.:::::::::::::::::::::::::.::::::.:::::::::::::::.... _ ..<. V Y PLAN BY OTHERS C SITEADDRESS: STRUCTURE TYPE. 35 STEALTH UNIPOLE C LEGE STATION. MERGE ONTO S TEXAS AVE. MA- E A :: . _ ..::.. . - .:::.:.......:.:.:.::::.:.:::::::::.::::::::::::::::::::::::.:.:::.::.::. _ _ ._ ...............:11:::............................ .... _ : ...,:.::::::::::::::::::::.::::::.:::::::::..: \. _ _ _ _ . __ .. ..I...... ,..:.:.>...,..................................................... .... ::: _...,.:::.::::::::::::.::.:::.::::.:::::.::::::::.:........... . .. �::..: .; �: . HITEC A CIVIL PLANS ARC TUR L 2504 TEXAS AVE _ U—TURN AT SOUTHWEST PKWY E DESTINATION` WILL BE ON .:_.::..:.::::.....>.: \. .. >..:: ,: :\..:::.::::::::::::::::::::::..:..::.::..::::...:::::::::::.::.:..:.:::.::..:...:. ....::::::::::::::..:.:::::::.:..:..::::.:::::.::.:..:::...::::::::::.... - ......... :, " ... FA CODE. 10574933 HT. ARRIVE AT 2504 TEXAS AVE:.. THE RIG S E S. ::.......:....:....::..::::::::::::.:..:.:.::::::::::::.::.:.:.::::.::::..:.:::.....::...........:::..:.:.::: ;:.:, . ,...., ....:>.:::;>:::::::<.:_>::>::>::»:::.::::::.::::::>:-.:::::;:::<:*...<::>::_:::<::::::::»::'»»>:::.::' ..; \ __ ._. ::. \. _:::....�.\�. . ::::.. ..54:., .,.. ,� .: :::;:::::::'.':' >:«::>''.:.::::::::':::::::::::::::::::>:.>:<:>>::;:: »::»:::>::>:>: <::>:::::::::::'>::':.:: A0.0 OVERALL AREA PLAN COLLEGE STATION, TX 77840 <:I. . :..:. . ,. - - -. 11 BRAZOS 8. INSTALL 1 GENERATOR ON CONCRETE PAD A5.1 SITE SIGNAGE NOTES 1 \\�\::> :;:. .; I CONSULTANT: ��� ff . \\ti:: I :"::.: A\ 11, AT& ENGINEERING DATE ELECTRIC L PLANS \ \ \ L. �. ::::.1111, \..m\ \.. ...... GOODMAN NETWORKS ���\ 14701 N. HWY 281 SUITE 2 E1.0 ELECTRICAL AND TELCO PLAN \\ '\\\\\ 20 \\ CONS'U'LTING ENGINEERS, •LNC. SAN ANTONIO TX 78232 19315 FM 2252 STE. 301 Phi: (210) 542-5911 APPLICABLE CODES & STANDARDS CONTACT: MARY JO STICKEL PHONE: 214-632-1008 E—MAIL: MJStickel©goodmannetworks.com ARCH C ECT/ENGINEER: LEVEL 5 CONSULTING ENGINEERS 19315 FM 2252, SUITE 301 GARDEN RIDGE TX 78266 CONTACT: DAVID HILDEBRANDT PHONE: 210-542-5911 AT&T CONSTRUCTION MANAGER DATE E2.0 ANTENNA GROUNDING PLAN AND ONE—LINE DIAGRAM GARDEN RIDGE, TX 78266 F-13646 E2.1 COMPOUND GROUNDING PLAN 11 DRAWN BY: LC — INTERNATIONAL BUILDING CODE, 2012 EDITION AS ADOPTED BY LOCAL JURISDICTION. — NATIONAL ELECTRICAL CODE, 2012 EDITION AS ADOPTED BY LOCAL JURISDICTION. - INTERNATIONAL MECHANICAL CODE 2012 EDITION ► N AS ADOPTED BY LOCAL JURISDICTION. — INTERNATIONAL ENERGY CONSERVATION CODE, 2012 EDITION AS Y LOCAL JU ADOPTED B R SDICTION °` AT&T OPERATIONS DATE E3.0 ELECTRICAL DETAILS APPROVED BY: TH DATE DRAWN: 07/05/13 E4.0 GROUNDING DETAILS REVISION 0 GOODMAN CONSTRUCTION MANAGER DATE E4.1 GROUNDING DETAILS NO DESCRIPTION BY DATE E4.2 ELECTRICAL SPECIFICATIONS A ISSUED FOR 90% REVIEW LC 08/08/13 p ISSUED FOR CONSTRUCTION DH 23 13 08/ 23/13 PROPERTY OWNER DATE LANDSCAPE PLANS 1 REVISED PER REVIEW DH 09/23/13 , nnir�c`nnnr n. nn. �n., �,�.c-nc�� 2 REVISED PER REVIEW WS 11/18/13 kip �.. �:.::.......::::. ,,, .... :. �} \'t :X� :\;:: `�. •.\ •..\ :v\\ •.: •.\�.: >;v. `+ •C\ : \r:.K�:;.i.�\� `.::\\'`•: `;E';'� ':C\moi\t:.`. ... -7�::. \ i '\� ... .... ....\`.;\.\�.:ay.\\\\\j..\:.\\z\\\.v\`awl:`w\\\??•.C`\:\:w:\\\`.\�\\:2:ii`\\\.\�i�:=\: w.;.;::::•`: �i::i ii .\.; POWER COMPANY: i :_\ '; v 4::.:�::::::::::i'.::is :.....:....iiii?:: isiiiii:!:�:�ii::::�;.;:.;_v:.:_:: <::::.�::.�:::::::::.�:.�::::: :.::::::::.�:::::::::... �::::::.�:::.... :::.1\:�:::.ii:: +J •\y\................:..........................................:..:..::..:.::.: ::.:.:::::: n�::::.�::: :.::.:::.�:::: :.::.�::::::::::::: \ ::�%.. ........ `..\�.`:�`.`..ti :. \:.:iv. ::tit.:.,_,:..::"- .. SITE ACCESS PROCEDURES li� .:.: :\\: \\�:` \.. \ \,. .; :. .\.: \♦ \\=:v♦ r �� • • I �Re:::i�MM��I111111111F::+!::i: ':::'`tt::: rs :.::..;:. :c' • • • ,Call before you al N�i; I'.. � .... .. . x. 9: I�.:,::.:.........:%."''...'�..�..�..''..��..'',��........ ......_ .'...' % I� .::.::.:::...:..........�.",.,. ...,.::.,�....:.:",..�''.�'',....... q.....m....1..... ...' � .....'.. . -........-.1.1.... .......�...�...,.�l.-...-�..-........ SHEET NUMBER: T1 mO LINE AND SYMBOL LEGEND X CHAIN—LINK FENCE BOUNDARY WOOD FENCE BOUNDARY UNDERGROUND ELECTRICAL CONDUIT AND FEEDER UNDERGROUND TELEPHONE COMPANY CONDUIT TO TELCO DEMARK POINT H HYBRID CABLE C MAIN COAX FEEDER T TELCO WIRING E POWER WIRING G GROUND WIRING F FIBER CABLE ® 0 A CONNECTION (CADWELD OR EXOTHERMIC WELD TO STRUCTURE OR DEVICE) Crmmmm0 GROUNDING BAR GROUND POINT 00 METER 1.0 GENERAL REQUIREMENTS 1.1 PURPOSE AND INTENT A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR . SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. C. THE PURPOSE OF THE AT&T WIRELESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.2 CONFLICTS A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT&T WIRELESS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. 1.3 CLEANING KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND NON—CONSTRUCTION MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 1.4 CODES CONTRACTOR SHALL. BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 1.5 LICENSING HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.6 OSHA FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT All TIMES DURING CONSTRUCTION. 1.7 PHOTOS PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL SCOPE RELATED WORK, INCLUDING BUT NOT LIMITED TO GROUNDING AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. 1.8 BUILDING PERMITS AT&T WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT—RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT&T WIRELESS WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS AT&T WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE—BID MEETING OR AS SHOWN IN CONSTRUCTION DOCUMENTS. 1.10 FM PERMIT AND TOWER LIGHTING REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL 1.11 TOWER SECURITY TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. 1.12 SITE CONTROL A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T WIRELESS. B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF—SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 2.0 SITE PREPARATION 2.1 SCOPE OF WORK INCLUDES: A. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. B. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING CONSTRUCTION ACTIVITIES. VEGETATION DEBRIS RUBBISH DESIGNATED C. CLEARING AND GRUBBING OF STUMPS TREES, AND SITE IMPROVEMENTS. D. TOPSOIL STRIPPING AND STOCKPILING. E. TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL CONFORMING REQUIREMENTS TO LOCAL REQ ENTS AS APPLICABLE. F. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS AND MONUMENTS. G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE—INSTALLATION OF DUSTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE. H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED III CONSTRUCTION DOCUMENTS.) A. MATERIALS USED FOR TREE PROTECTION EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. 3.0 EARTH WORK 3.1 SCOPE OF WORK INCLUDES: A. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS AND UTILITIES. B. MATERIALS FOR SUB—BASE DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR SLABS, PAVEMENTS AND IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BLASTING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED. E. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED 3.2 QUALITY ASSURANCE A. COMPACTION: 1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED—BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE. B. GRADING TOLERANCES OUTSIDE BUILDING CODES: 1. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH. 2. UNDER PAVEMENTS PLUS OR MINUS 1/2 INCH. C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE. - 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS.) A. SUBBASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE OR SLAG. AND NATURAL SAND. B. WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MATERIALS FREE Of CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL- HAVE A CLAY CONTENT NO MORE THAN 5 PERCENT. D. BACKFILL MATERIALS WILL CONSIST OF: SATISFACTORY NON—COHESIVE NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 4 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT. E. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. F. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 3.4 CLEARING AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF—SITE, OR IN AN ON—SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 3.5 STRIPPING STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVEL PAVEMENT, NEW STRUCTURES OR NEW EMBANKMENTS. STOCKPILE STRIPPING ON—SITE FOR RE—USE IN FINAL LANDSCAPING. 3.6 COMMON EXCAVATION A. EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED. B. TEMPORARILY STOCKPILE ON—SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE STOCKPILE SHALL NOT EXCEED 15 FEET IN HEIGHT. C. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF—SITE. Mfoow:::.. no at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 10\`� 1 InanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: diE ABY Raa�� a � a�c vse-a�e�exsaaaxIDvsaaevees�ae�'ve� �,OIDY Q;OIDIDIDX3010!p4RXdt0004 Si000t`RA� �::•; \+: `.i<::i; :,:• \� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW JWS 111/18/13 SHEET TITLE: GENERAL NOTES SHEET NUMBER: N1 m0 AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSMISSION STATION CLR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT DWG DRAWING FT FOOT (FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT EXISTING EXISTING EXT EXTERIOR FND FOUNDATION F FIBER GA GAUGE GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM N.T.S. NOT TO SCALE NEW NEW O.C. ON CENTER OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET RBS RADIO BASED STATION RRU REMOTE RADIO UNIT RGS RIGID GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB(S) or # POUND(S) SF SQUARE FOOT STL STEEL TYP TYPICAL UE/UTUNDERGROUND ELECTRIC/TELCO OUNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER LINE AND SYMBOL LEGEND X CHAIN—LINK FENCE BOUNDARY WOOD FENCE BOUNDARY UNDERGROUND ELECTRICAL CONDUIT AND FEEDER UNDERGROUND TELEPHONE COMPANY CONDUIT TO TELCO DEMARK POINT H HYBRID CABLE C MAIN COAX FEEDER T TELCO WIRING E POWER WIRING G GROUND WIRING F FIBER CABLE ® 0 A CONNECTION (CADWELD OR EXOTHERMIC WELD TO STRUCTURE OR DEVICE) Crmmmm0 GROUNDING BAR GROUND POINT 00 METER 1.0 GENERAL REQUIREMENTS 1.1 PURPOSE AND INTENT A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR . SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. C. THE PURPOSE OF THE AT&T WIRELESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.2 CONFLICTS A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT&T WIRELESS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. 1.3 CLEANING KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND NON—CONSTRUCTION MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 1.4 CODES CONTRACTOR SHALL. BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 1.5 LICENSING HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.6 OSHA FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT All TIMES DURING CONSTRUCTION. 1.7 PHOTOS PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL SCOPE RELATED WORK, INCLUDING BUT NOT LIMITED TO GROUNDING AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. 1.8 BUILDING PERMITS AT&T WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT—RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT&T WIRELESS WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS AT&T WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE—BID MEETING OR AS SHOWN IN CONSTRUCTION DOCUMENTS. 1.10 FM PERMIT AND TOWER LIGHTING REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL 1.11 TOWER SECURITY TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. 1.12 SITE CONTROL A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T WIRELESS. B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF—SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 2.0 SITE PREPARATION 2.1 SCOPE OF WORK INCLUDES: A. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. B. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING CONSTRUCTION ACTIVITIES. VEGETATION DEBRIS RUBBISH DESIGNATED C. CLEARING AND GRUBBING OF STUMPS TREES, AND SITE IMPROVEMENTS. D. TOPSOIL STRIPPING AND STOCKPILING. E. TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL CONFORMING REQUIREMENTS TO LOCAL REQ ENTS AS APPLICABLE. F. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS AND MONUMENTS. G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE—INSTALLATION OF DUSTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE. H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED III CONSTRUCTION DOCUMENTS.) A. MATERIALS USED FOR TREE PROTECTION EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. 3.0 EARTH WORK 3.1 SCOPE OF WORK INCLUDES: A. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS AND UTILITIES. B. MATERIALS FOR SUB—BASE DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR SLABS, PAVEMENTS AND IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BLASTING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED. E. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED 3.2 QUALITY ASSURANCE A. COMPACTION: 1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED—BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE. B. GRADING TOLERANCES OUTSIDE BUILDING CODES: 1. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH. 2. UNDER PAVEMENTS PLUS OR MINUS 1/2 INCH. C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE. - 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS.) A. SUBBASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE OR SLAG. AND NATURAL SAND. B. WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MATERIALS FREE Of CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL- HAVE A CLAY CONTENT NO MORE THAN 5 PERCENT. D. BACKFILL MATERIALS WILL CONSIST OF: SATISFACTORY NON—COHESIVE NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 4 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT. E. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. F. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 3.4 CLEARING AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF—SITE, OR IN AN ON—SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 3.5 STRIPPING STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVEL PAVEMENT, NEW STRUCTURES OR NEW EMBANKMENTS. STOCKPILE STRIPPING ON—SITE FOR RE—USE IN FINAL LANDSCAPING. 3.6 COMMON EXCAVATION A. EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED. B. TEMPORARILY STOCKPILE ON—SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE STOCKPILE SHALL NOT EXCEED 15 FEET IN HEIGHT. C. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF—SITE. Mfoow:::.. no at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 10\`� 1 InanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: diE ABY Raa�� a � a�c vse-a�e�exsaaaxIDvsaaevees�ae�'ve� �,OIDY Q;OIDIDIDX3010!p4RXdt0004 Si000t`RA� �::•; \+: `.i<::i; :,:• \� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW JWS 111/18/13 SHEET TITLE: GENERAL NOTES SHEET NUMBER: N1 m0 3.7 EMBANKMENT A. CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. B. CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS WHEN SUITABLE USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE EXCAVATION MATERIALS HAVE BEEN USED. C. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPTH. THE FULL WIDTH Of THE CROSS SECTION SHALL BE BROUGHT UP UNIFORMLY. D. MATERIAL SHALL NOT BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED COMPACTION. WETTING DR DRYING OF THE MATERIAL AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. E. DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT PLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL. F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE CONTRACTORS OPERATIONS. G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE LINE. H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. I. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING FLOOR SLABS AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA EMBANKMENTS TO A MINIMUM OF 90 % OF ASTM 0-1557. 3.8 SITE GRADING A. USING ON-SITE EXCAVATION MATERIALS SHAPE, TRIM, FINISH AND COMPACT SURFACE AREAS TO CONFORM TO THE LINES, GRADES AND CROSS SECTIONS SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGER. B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. C. ELIMINATE WHEEL RUTS BY REGRADING. D. COMPACT AREAS UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1551 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E. CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM SPECIFIED GRADE 3.9 SUBGRADE PREPARATION A. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. B. MAINTAIN TOP OF SUBGRADE TO A FREE -DRAINING CONDITION. C. DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORIZED BY CONSTRUCTION MANAGER. D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E. CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH Of ESTABLISHED GRADE AND CROSS-SECTION. 3.10 GEOTEXTILE FABRIC A. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE AS PER CONSTRUCTION DOCUMENTS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN REQUIRED). LAP ALL JOINTS TO A MINIMUM Of 36 INCHES. 3.11 GRAVEL SURFACING A. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSTRUCTION DOCUMENTS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA. 4.0 TRENCHING CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY EXCAVATION OR TRENCHING. C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER. D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR OTHER FACILITIES. 4.4 TRENCH PROTECTION A. PROVIDE MATERIALS, LABOR AND EQUIPMENT NECESSARY TO PROTECT C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR BURIED. D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 8.0 CONCRETE REIN DER-UMENT REFER TO STRUCTURAL DRAWINGS FOR ALL REQUIREMENTS. 4.1 MATERIALS FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERIALS EXCAVATED FROM TRENCHES. ON-SITE STRUCTURAL FILL SAND OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS. 4.2 PIPE DETECTION AND IDENTIFICATION A. UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING TAPE. 4.3 TRENCH EXCAVATION A. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER. B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. TRENCHES AT ALL TIMES. 9.0 CAST IN PLACE CONCRETE B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS. LC FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS. ETC.), REFER TO 0 NOT LESS THAN 18 OZ. ZINC PER SQ. FT. OF SURFACE AREA COATED. DH STRUCTURAL DRAWINGS FOR REQUIREMENTS. FOR ANY MISCELLANEOUS 4.5 BACKFILLING DH CONCRETE, REFER TO SPECIFICATION BOOK OR OBTAIN REQUIREMENTS FROM A. NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS IN ADVANCE OF WS CONSTRUCTION MANAGER. BACKFILLING. A. ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED B. BACKFILL TRENCH WITH LIFTS UP TO 12 INCHES, LOOSE MEASURE. OTHERWISE. C. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR B. MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 OATS: 4000 PSI FOR UNBALANCED LOADING TO AVOID DISPLACEMENT OF CONDUIT AND/OR TOWER FOUNDATION AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS STRUCTURES. DO NOT FREE FALL BACKFILL INTO TRENCH UNTIL AT LEAST 12 SPECIFIED IN CONSTRUCTION DOCUMENTS. D. INCHES OF COVER IS OVER THE CONDUIT. C. AIR ENTRAINMENT: PROVIDE 4 TO 8% AIR ENTRAINMENT FOR ALL PIPE OR 1.625 INCH x 1.25 INCH ROLL -FORMED C SECTIONS WEIGHING CONCRETE SUBJECT TO FREEZE -THAW CYCLE. 4.6 COMPACTION D. CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTED BY A. COMPACT BACKFILL TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 MANAGER. ALL STRUCTURAL TOWER FOUNDATION CONCRETE MUST BE PERCENT OF OPTIMUM MOISTURE CONTENT. EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE B. IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE THE TESTED, UNLESS OTHERWISE NOTED BY CONSTRUCTION MANAGER. BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED PROVIDE A MINIMUM OF 5 CYLINDERS (2 -7 -DAY, 2 -28 -DAY, BACKFILL AND RECOMPACT AS SPECIFIED. G. 1 -SPARE) FOR EACH OATS POUR, OR FOR EVERY 50 YARDS PLACED, C. ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTURE BACKFILL DURING WHICHEVER 15 GREATER. ADDITIONAL TESTS OR CYLINDERS MAY BE 3. MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER REQUIRED BY CONSTRUCTION MANAGER. A SLUMP, AIR, AND COMPACTION AND SHALL BE PROMPTLY CORRECTED. TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF RELEASED. CYLINDERS CAST. PREFERABLY, TESTS SHALL BE PERFORMED AT THE 5.0 CHAIN LINK FENCES AND GATES LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT & PIERS, CAISSONS 5.1 GENERAL TOP 1/3 OF CAISSON). TESTS SHALL ALSO BE REQUIRED FOR A. PROVIDE CHAIN LINK FENCES AND GATES AS COMPLETE UNITS BY A SINGLE CONCRETE CONSIDERED BEING LESS THAN DESIRABLE BY CONCRETE SUPPLY SOURCE INCLUDING NECESSARY ERECTION ACCESSORIES, FITTINGS SPECIFICATION. STANDARDS. THE TESTING AGENCY HAS THE AUTHORITY AND FASTENERS. TO NOT ACCEPT CONCRETE MEETING THESE SPECIFICATIONS FOR AT&T 6.0 LANDSCAPING 10.0 WIRELESS. THE CONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT `5.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR MEETING THESE STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR AS WITHIN CONSTRUCTION DOCUMENTS) COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN AT&T WIRELESS CONSTRUCTION SPECIFICATIONS. ADVANCE OF EACH FOUNDATION POUR. TEST REPORTS SHALL BE A. COMPOUND FABRIC 84 INCHES HIGH AND OVER WITH 2 -INCH MESH SHALL A. FORWARDED TO AT&T CONSTRUCTION MANAGER WITHIN 24 HOURS OF 7.0 BE KNUCKLED AT ONE SELVAGE AND TWISTED AT THE OTHER. LAB TEST. B. STEEL FABRIC: E. .VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY LOW COMPLY WITH CHAIN LINK FENCE MANUFACTURERS INSTITUTE CLFMI ( ) B. AMPLITUDE MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS B. PRODUCT MANUAL. FURNISH ONE PIECE OF FABRIC WIDTHS. WIRE SIZE IN CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO INCLUDES ZINC OR ALUMINUM COATING. C. SOLIDLY FILL CONCRETE MECHANICAL IMMERSION TYPE VIBRATORS. 1. SIZE: 2 -INCH MESH 9 GAUGE (D.148 -INCH DIAMETER) WIRE. INSERT VIBRATORS IN CONCRETE AT REGULAR INTERVALS AND OVER --- 2. GALVANIZED STEEL FINISH: ASTM A 392. CLASS 2. WITH A MINIMUM 2.0 ENTIRE SURFACE TO SOLIDLY FILL CONCRETE AROUND AND BETWEEN -' OZ. ZINC PER SQ. FT. OF UNCOATED WIRE SURFACE. REINFORCEMENT BARS AND INTO CORNERS AND IRREGULARITIES. A. FRAMEWORK AND ACCESSORIES: VIBRATE THOROUGHLY THROUGH EACH LIFT TO THE PREVIOUS LIFE 1. GENERAL REQUIREMENTS: EXCEPT AS INDICATED OTHERWISE CONFORM REVERBERATION AS LATE AS THE RUNNING VIBRATOR WILL SINK TO THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI) THROUGH UPPER LAYERS OF ITS WEIGHT IS RECOMMENDED. PRODUCT MANUAL INDUSTRIAL STEEL GUIDE FOR FENCE RAILS, POSTS, DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP GATES AND ACCESSORIES INCLUDING TABLE II. BREAKING THE LEVELING SURFACE. DO NOT OVER VIBRATE AS THIS MAY 2. STRENGTH REQUIREMENTS FOR POSTS AND RAILS CONFORMING TO ASTM CAUSE SEGREGATION. F 669. F. FINISHING EXPOSED CONCRETE SURFACES: 4.1 MATERIALS FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERIALS EXCAVATED FROM TRENCHES. ON-SITE STRUCTURAL FILL SAND OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS. 4.2 PIPE DETECTION AND IDENTIFICATION A. UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING TAPE. 4.3 TRENCH EXCAVATION A. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER. B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. dii Io. . ggp at&t .. . .. ..... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: j 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY 11 I STAM P: �' &aoa axoa a o � aanso-aaaa�nxo-aaax�auaaaanseaaaaaRa .,d' fiv ow � `j NV\, o CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO 3. TYPE 1 PIPE HOT -DIPPED GALVANIZED STEEL PIPE CONFORMING TO BY 1. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED A ASTM F 1083. PLANE ENDS, STANDARD WEIGHT (SCHEDULE 40) WITH LC CONCRETE, EXTERIOR OR INTERIOR. UNLESS SPECIFICALLY DETAILED 0 NOT LESS THAN 18 OZ. ZINC PER SQ. FT. OF SURFACE AREA COATED. DH OTHERWISE, PERFORM PROCEDURES PRIOR TO APPLICATION OF 1 4. FILLINGS: COMPLY WITH ASTM F 526 MILL FINISHED ALUMINUM OR DH ANY CURING COMPOUNDS. 2 GALVANIZED IRON STEEL TO COMPLY WITH MANUFACTURER'S WS 2. ALL SURFACES: THOROUGHLY CLEAN OFF ALL STAINS, SPATTER REQUIREMENTS. AND LOOSE MATERIAL. 5. TOP RAIL MANUFACTURERS LONGEST LENGTHS, WITH EXPANSION TYPE 3. FINS, RIDGES AND HIGH SPOTS: HONE SMOOTH WITH ABRASIVE COUPLINGS APPROXIMATELY 6 INCHES LONG FOR EACH JOINT. T LY , POWER GRINDERS WHILE CONCRETE IS GREEN, IMMEDIATELY AFTER PROVIDE MEANS FOR ATTACHING TOP RAIL SECURELY TO EACH GATE FORM REMOVAL. CORNER, PULL AND END POST. 4. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY D. GALVANIZED STEEL 11/4 INCH NPS (1.66 INCH OD) TYPE I OR II STEEL WITH CLEAN WATER AND TAMP TO OVERFULL WITH DRYPACK. CURE PIPE OR 1.625 INCH x 1.25 INCH ROLL -FORMED C SECTIONS WEIGHING 10 DAYS AND HONE FLUSH AND SMOOTH. 1.35 LBS. PER FT. 5. ROCK POCKETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VOIDS: E. SWING GATES: CUT OUT AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULAR TO COMPLY WITH ASTM F 9000. PROVIDE HARDWARE AND ACCESSORIES FOR SURFACE. FLUSH THOROUGHLY WITH CLEAN WATER, COAT SURFACE EACH GATE. GALVANIZED PER ASTM A 153, AND IN ACCORDANCE WITH THE WITH NEAT CEMENT PASTE AND TAMP TO OVERFULL WITH DRYPACK FOLLOWING: IN AT LEAST TWO LAYERS. CURE FOR 10 DAYS AND HONE 1. HINGES: NON LIFT- OFF TYPE. OFFSET TO PERMIT ISO DEG. GATE FLUSHED AND SMOOTH. OPENING. G. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL 2. LATCH: MTS MULTI -LOCKING DEVICE MT -C6477 OR APPROVED EQUAL. ELECTRICAL OPENINGS AND EQUIPMENT/BUILDING PADS WITH THE 3. KEEPER: PROVIDE KEEPER FOR VEHICLE GATES, WHICH AUTOMATICALLY ELECTRICAL DRAWINGS AND SHOP DRAWINGS. IT SHALL BE THE ENGAGES GATE LEAF AND HOLDS IT IN OPEN POSITION UNTIL MANUALLY RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND RELEASED. SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONTRACTOR F. CONCRETE: SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS PROVIDE CONCRETE CONSISTING OF PORTLAND CEMENT, ASTM C 150, FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL AGGREGATES ASTM C 33, AND CLEAN WATER. MIX MATERIALS TO OBTAIN DRAWINGS. PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING CONCRETE WITH A MINIMUM OF 28 -DAY COMPRESSIVE STRENGTH OF 3000 AGENCY SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION PSI. SUBGRADE. 6.0 LANDSCAPING 10.0 STRUCTURAL STEEL A. FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE MEET OR EXCEED MANUFACTURER'S RECOMMENDATIONS. AT&T WIRELESS CONSTRUCTION SPECIFICATIONS. A. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF 7.0 CONCRETE FORMWORK REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD A. FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). RELEASE AGENTS. B. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, CONFORMING TO B. CHAMFER: EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECEIVE A ASTM A-615, GRADE 60, DEFORMED. 3/4" BY 3/4" 45 DEGREE CHAMFER. OTHER EXPOSED EDGES SHALL C. HEATING AND WELDING OF BARS IS PROHIBITED WITH THE EXCEPTION OF RECEIVE A TOOLED RADIUS FINISH. WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. dii Io. . ggp at&t .. . .. ..... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: j 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY 11 I STAM P: �' &aoa axoa a o � aanso-aaaa�nxo-aaax�auaaaanseaaaaaRa .,d' fiv ow � `j NV\, o CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: GENERAL NOTES SHEEP NUMBER: N1.1 D. ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE. E. UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVERAGE OF 3 INCHES. THIS MAY REQUIRE SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR CONSTRUCTION MANAGER. F. SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS APPROVED BY CONSTRUCTION MANAGER. ALL SPLICES MUST THEN MEET ALL APPLICABLE ASTM STANDARDS FOR SPLICING. 11.0 GROUNDING MEET ALL APPLICABLE CODES, REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND AT&T WIRELESS CONSTRUCTION SPECIFICATIONS. GENERATOR SPECIFICATIONS 1. SWITCHES AND STANDARD FEATURES A. CYCLIC CRANKING B. ALARM HORN WITH SILENCING SWITCH C. VOLTAGE ADJUSTING RHEOSTAT D. OVERVOLTAGE PROTECTION E. REMOTE TWO -WIRE AUTO START SYSTEM F. LAMP TEST SWITCH G. RUN-OFF-RESET/AUTO SWITCH (ENGINE START) H. ENGINE COOL DOWN TIMER (5 MINUTES) 2. ERROR -PROOF WIRING HARNESS FOR ELECTRICAL CONNECTIONS 3. PANEL LAMPS 4. DC CIRCUIT PROTECTION UNIT ACCESSORIES 1. WEATHER HOUSING -STANDARD WITH ROOF MOUNTED SILENCER 2. MOUNTED CRITICAL GRADE EXHAUST SILENCER 3. TAIL PIPE AND RAIN CAP COOLING SYSTEM ACCESSORIES 1. UNIT MOUNTED RADIATOR 2. ENGINE BLOCK HEATER FUEL SYSTEM ACCESSORIES 1. FLEXIBLE FUEL LINES 2. ENGINE BLOCK HEATER 3. SUBBASE FUEL TANK -172 GALLONS 4. DOUBLE WALL CONSTRUCTION WITH LEAK DETECTION MONITOR 5. U.L. 142 LISTED 6. FUEL LEVEL GAUGE 7. LOW FUEL LEVEL ALARM 8. FILL PIPE EXTENDED 10% INTO TANK 9. HIGH -FUEL LEVEL ALARM -SET AT 95% 10. 7.5 GALLON LOCKABLE FILL WITH SPILL CONTAINMENT ANTENNA & COAX NOTES: 1. VERIFY EACH CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING -COAXIAL DIAMETER IS SHOWN ON A2.0. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE - PROVIDED BY AT&T. 3. ALL COAX CABLES SHALL UTILIZED GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200'-0" C. BOTTOM OF TOWER D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF1.0 AN IN ACCORDANCE WITH AT&T SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A2.0, RF1.0 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY AT&T RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A2.0. BASE ON FINAL CABLE RUN LENGTHS DETERMINED BY AT&T. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT BY OTHERS. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. :z at &..t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: a� baa aaa a°a * 1 a a 9�a� a-as?aaReaaa�a�assaaaaesee°aa�'c o .� D- $,3oax o; e�eawxa�aepmxae e�eascae voeRd A� � �aaRAaOaaR = .®.O .vEL5 \��\\\ CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 1 11/18/13 SHEET TITLE: GENERAL NOTES SHEET NUMBER: N1.2 row[�p sig 5Ur-1,,VFy LOT 2A-2 LOT 2A-3, REPLAT OF SOUTHWEST PLACE SUBDIVISION LOT 2A-4, BLOCK 1, REPLAT OF SOUTHWEST PLACE VOL 705, PG 625, ORBCT 0 0 o� 1 z� -P i 6 i v ' = 2 N aD w N O c C a :70r- Q I O Lo 0 C C G1 a v p �' F O � ti a C Q0); �pQ) Dom C n �6 o y (� Q) O Z I do o�� ~ Q) v co LOT I SOUTHWEST PLACE SUBDIVISION VOL 705, PG 625, ORBCT HUNG & LIEN THI TRAN NGUYEN (PID: 42162) L-OCAI ON MAP NOT TO SCALE QP S CO1-1-F-Gr- S-'AVON Sl TE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIR CHORD C1 39.48 25.00 90'28'22" N 03'29'37" E 35.50 C2 39.13 25.00 89'40'54" S 86'35'01 " E 35.26 I.; 1161 Nmp Found 1/2" rebar with plastic cap stamped "HP MAYO RPLS 5045" ® Set 1/2" rebar with plastic cap stamped "TXLANDMARK SURVEYING" Qo Found 1/2" rebar with no identification ® Found TXDOT Monument Calculated Point ORBCT Official Records of Brazos County, Texas LINE TABLE Electric Meter LINE Q.T1�y BEARING DISTANCE L1 N 48'34'32" W 36.00 12 N 41'25'28" E 18.00 L3 S 48'34'32" E 36.00 L4 S 41'25'28" W 18.00 L5 N 47'08'42" W 36.62 L6 S 41'25'28" W 10.00 L7 N 48'34'32" W 35.97 L8 N 41'11'51" E 28.18 L9 S 48'34'32" E 10.00 L10 S 41'11'51" W 18.12 1-11 S 48'34'32" E 37.17 L12 N 41' 16'13" E 11.24 L13 N 41'25'28" E 10.00 L-OCAI ON MAP NOT TO SCALE QP S CO1-1-F-Gr- S-'AVON Sl TE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIR CHORD C1 39.48 25.00 90'28'22" N 03'29'37" E 35.50 C2 39.13 25.00 89'40'54" S 86'35'01 " E 35.26 I.; 1161 Nmp Found 1/2" rebar with plastic cap stamped "HP MAYO RPLS 5045" ® Set 1/2" rebar with plastic cap stamped "TXLANDMARK SURVEYING" Qo Found 1/2" rebar with no identification ® Found TXDOT Monument Calculated Point ORBCT Official Records of Brazos County, Texas ❑E BSL Building Setback Line (R1) Electric Meter ADDED EASEMENTS (BA) Q.T1�y PUE Public Utility Easement (131) it �p JAE Joint Access Easement (R1) �I I� EE Ensearch Easement (R1) POB Point of Beginning POC Point of Commencement -CPP Power Pole X X Wire Fence -OL�P Meter Pole — Chainlink Fence TM Telephone Pedestal UHU Overhead Utilities Light Pole — Wood Fence ® Gas Meter ❑E Electric Trasformer FE --MTI Electric Meter ADDED EASEMENTS (BA) Ground Rod AJ Air Conditioner NOTE: IF DRAWING IS 11"X17" REFER TO GRAPHIC SCALE. SUIIVF-Y N01 -F15 Concrete (1) CLIENT/SITUS: Level 5 Engineering / 2504 Texas Ave S., College Station, TX 77840 (2) DATE FIELD SURVEY COMPLETED: July 11, 2013 (3) BASIS OF BEARINGS: Horizontal Datum based upon the Texas State Plane Coordinate System, NAD 1983, Central Zone. Vertical Datum determined by GPS observations made on site the same day as the field survey and solved through the NGS OPUS website services. (4) FEMA FIRM PANEL 48041 C0310E, dated May 16, 2012, shows the scaled location of the subject property to be located in Zone 'X' which IS NOT a special flood hazard area (SFHA). (5) REFERENCES: R1 — Volume 527, Page 583, ORBCT, Resubdivision Plat of Lot 2A-1, Southwest Place Subdivision R2 — Volume 705, Page 625, ORBCT, Plat of Southwest Place Subdivision R3 — Volume 8857, Page 236, ORBCT, Warranty Deed (6) CENTER OF TOWER LEASE AREA: Latitude: 30' 36' 19.666" (N) (NAD 83) Longitude: 96' 18' 32.852" (W) (NAD 83) Ground Elevation 279.95 feet AMSL (NAVD 88) TOWER LEASE AREA 'A' BEING 0.0148 acres (648 sqft) of land out of Lot 2A-16, SOUTHWEST PLACE SUBDIVISION as shown on the plat recorded in Volume 527, Page 583, Official Records of Brazos County, Texas (ORBCT) (R1), said 0.0148 acres being more particularly described by metes and bounds as follows: COMMENCING at a found 1 /2" rebar with plastic capstamped "HP MAYO RPLS 5045" for a point located on the southeast boundary line of said Lot 2A 1 B, the northwest boundary line of Lot 2B, SOUTHWEST PLACE SUBDIVISION as shown on the plat recorded in Volume 498, Page 775, ORBCT, from which a found 1 /2" rebar with aplastic cap stamped "HP MAYO RPLS 5045" for the southernmost corner of said Lot 2A-18 bears South 42' 05' 55" West for 174.82 feet (South 44' 45' 17" West,R1) for reference; THENCE through the interior of said Lot 2A -1B, the following fivl (5) bearings and distances: 1. North 47' 08' 42" West for 36.62 feet to a set 1/2-rebar with plastic cap stamped 'TXLANDMARK SURVEYING" for the south corner of this tract and the POINT OF BEGINNING; 2. North 48' 34' 32" West for 36.00 feet to a set 1/2" reba) with plastic cap stamped "TXLANDMARK SURVEYING" for the west corner of this tract; 3. North 41' 25' 28" East for 18.00 feet to a set 1/2" rebar with plastic cap stamped 'TXLANDMARK SURVEYING" for the north corner of this tract; 4. South 48' 34' 32" East for 36.00 feet to a set 1/2" reba% with plastic cap stamped "TXLANDMARK SURVEYING" for the east corner of this tract; 5. South 41' 25' 28" West for 18.00 feet to the POINT OF BEGINNING and containing 0.0148 acre of land. 20' WIDE ACCESS EASEMENT 'B' BEING 0.2649 acres (11,539 sqft) of land out of Lot 2A -11B, SOUTHWEST PLACE SUBDIVISION as shown on the plat recorded in Volume 527, Page 583, Offici � I Records of Brazos County, Texas (ORBCT) (R1), said 0.2649 acres being a strip of land t �nty (20) feet in width, being ten (10) feet on each side of the centerline, said centerline bei g more particularly described by metes and bounds as follows: COMMENCING at a found 1/2" rebar with plastic cap stamped "H MAYO RPLS 5045" for a point located on the southeast boundary line of said Lot 2A -18, the northwest boundary line of Lot 2B, SOUTHWEST PLACE SUBDIVISION as shown on the plat recorded in Volume 498, Page 775, ORBCT, from which a found 1/2" rebar with plastic cap stamped "HP MAYO RPLS 5045" for the southernmost corner of sold Lot 2 -1 B bears South 42' 05' 55" West for 174.82 feet (South 44' 45' 17" West,R1) for ref rence; THENCE through the interior of said Lot 2A-16, the following te, (10) bearings and distances: 1. North 47' 08' 42" West for 36.62 feet to a set 1 /2" rebar with plastic cap stamped "TXLANDMARK SURVEYING" for the south corner of a Tower Lease Area surveyed this same day; 2. North 41' 25' 28" East for 18.00 feet to a set 1/2" rebar with plastic cap stamped "TXLANDMARK SURVEYING" for the east corner of said Tower Lease Area; 3. North 48' 34' 32" East for 36.00 feet to a set 1 /2" rebar with plastic cap stamped 'TXLANDMARK SURVEYING" for the north corner of said To%er Lease Area; 4. North 41' 25' 28" East for 10.00 feet to the POINT OFBEGINNING; 5. South 48' 34' 32" East for 37.17 feet to a point of curvature; 6. Easterly along a curve to the left (R=25.00', A=89' 40' 54", CB=North 86' 35' 01" East, CH=35.26') for 39.13 feet to a point of tongency; 7. North 41' 44' 34" East for 356.47 feet to a point of curvature; 8. Northerly along a curve to the left (R=25.00', A-=90'28'22", CB=North 03' 29' 37" West, CH=35.50') for 39.48 feet to a point of tangency,' 9. North 48' 43' 47" West for 94.95 feet to a point for a comer; 10. North 41' 16' 13" East for 11.24 feet to a point for they POINT OF TERMINUS located on the northeast boundary line of said Lot 2A -1B, the southwest ROW line of Texas Avenue South (Variable Width ROW) and containing 0.2646 acre of land. 10 WIDE UTILITY EASEMENT C BEING 0.0614 acres (2,674-sqft) of land out of Lot 2A-113, SOUTHWEST PLACE SUBDIVISION as shown on the plat recorded in Volume 527, Page 583, Official Records of Brazos County, Texas (ORBCT) (R1), said 0.0614 acres being more particularly described by metes and bounds as follows: COMMENCING at a found 1/2" rebar with plastic cap stamped "H ( MAYO RPLS 5045" for a point located on the southeast boundary line of said Lot 2A -1B, the northwest boundary line of Lot 28, SOUTHWEST PLACE SUBDIVISION as shown on the plat recorded in Volume 498, Page 775, ORBCT, from which a found 1/2" rebar with plastic cap stamped "HP MAYO RPLS 5045" for the southernmost corner of said Lot 2,-1B bears South 42' 05' 55" West for 174.82 feet (South 44' 45' 17" West,R1) for reference; THENCE through the interior of said Lot 2A -1B, the following four (4) bearings and distances: 1. North 47' 08' 42" West for 36.62 feet to a set 1 /2" rebar with plastic cap stamped "TXLANDMARK SURVEYING" for the south corner of this tract and the POINT OF BEGINNING; 2. South 41' 25' 28" West for 10.00 feet to a for the sout ernmost corner of this tract; 3. North 48' 34' 32" West for 35.97 feet to an angle point of this tract; 4. North 48' 54' 47" West for 213.34 feet to point for a n rthwestern corner of this tract on the southeast boundary line of Lot 2A-4, Blocll 1, REPLAT OF SOUTHWEST PLACE SUBDIVISION, recorded on a plat; THENCE North 41' 11' 51" East for 28.18 feet along the southeast boundary line of said Lot 2A-4 the northwest boundary line of said Lot 2A-113 to a point for the northernmost corner of this tract; THENCE through the interior of said Lot 2A -1B, the following four (4) bearings and distances: 1. South 48' 34' 32" East for 10 feet to point for a northeastern corner of this tract; 2. South 41' 11' 51"West for 18.12 feet to a point for and interior corner of this tract; 3. South 48' 54' 47" East for 203.35 feet to a set 1/2" re or with plastic cap stamped "TXLANDMARK SURVEYING" for an angle point of this tract the westernmost corner of a Tower Lease Area surveyed this same day; 4. South 48' 34' 32" East for 36.00 feet to the POINT OF 3EGINNING and containing 0.0614 (2,674 sqft) acre of land. SUf?VF,YOI?' 5 Cit?-rIFICAVON The undersigned does hereby certify that a survey was property legally described hereon prepared by the under correct to the best of my knowledge, the survey correc all buildings, structures and other improvements situate( there are no visible discrepancies, conflicts, shortages i conflicts, encroachments, overlapping of improvements, except as shown on the plat hereon; that subject prop4 roadway; and the plat hereon is a true, correct and ac property described hereinabove. Furthermore, the unde) he has calculated the quantity of land or acreage cont on this plat of survey and described hereon and certifii shown hereon is correct. This survey meets the minim surveys as defined by the Texas Board of Professional Jul 22 2013 Robert S. Rug/oski Date Texas R. P. L. S. #60 Texas Registered Surveying Firm 1110164600 Texas Landmark Surveying, LLC 26254 /H 10 West, Suite 105, Boerne, Texas 78006 (830) 428-0290 Job #11307101 ode on the ground of the gned and is true and r shows the location of on the property; that area, boundary line sements or rights–of–way y has access to a public irate representation of the geed hereby certifies that red within the tract shown that the quantity of land n standards for land ind Surveyors. ❑ F T„ P n, Li z 0 w LL - 0 O z O to cn ry W z Li iz w z 0 z w 0 0 M ry O w cn z 0 w z z O U Z O Q ry O w z Li O 0 z U z Q Of 0 U7 w O Li O z O U C) O 0_ U-1 Of vi U-1 Q LL- LL - Li w z O W t– M W cn D ry O w J w O C0 0 w v 0 O Of 0- n, n, Lu z O Li F– w O Li O ry Li O U) Li U) 0 z ¢ 0 Li Elf c� w O U (n 0 z Q Elf 0 (n REVISIONS DATE ISSUED FOR REVIEW (JBR) 7/19/i2013 ADDED EASEMENTS (BA) 7/22/2013 0 it I �I I� NEW AT&T 200A SERVICE METER m . ............ ........... N-1 LOT 2A-1 B .: ............ RESUBDIVISION OF LOT 2A— 1 SOUTHWEST PLACE . .. .. .. .. . . ......... 'tK VOL 5272 PG 5837 ORBCT / I .......... CSTX HOTELS, LLC (PID: 42164) .. ......... \1 I's\\ 0.658 Ac ' ... . ...... . ..... VOL 8857, PG 236, ORBCT \""'"""""'\ EXISTING 2 �&� ..... ZONING: GENERAL COMMERCIAL (GC) LOT 2A-4, BLOCK 1, REPLAT OF ------- 's SOUTHWEST PLACE SUBDIVISION JEROME M SKIBELL (PID: 77137) 0.945 Ac VOLUME 2981, PAGE 209, ORBCT ZONING: GENERAL COMMERCIAL (GC) t 1?o EXISTING 10' WIDE UTILITY EASEMENT 'C' 0.0614 ACRES/2,674 SQFTJ oyG oy O/Ny oy tiA °y\ Oji Fsa HA2 7.z, ox\ - O/Y&\ Nox/&\ BLOCK 3 SOUTHWOOD SUBDIVISION, SECTION 19 0 VOL 3101 PG 689, ORBCT 0\ 11/ N ARBOR SQUARE APARTMENTS LTD (PID: 4241 1) b 7.670 Ac \ VOLUME 3238, PAGE 223, ORBCT ZONING: HIGH DENSITY MULTI—FAMILY (R-6) NOTES: 1. THIS PLAN WAS CREATED WITH THE AID OF TEXAS LANDMARK SURVEYING, DATED: 07/22/13 PROPOSED 35' STEALTH UNIPOLE PROPOSED AT&T 18'x36' LEASE AREA & FENCE COMPOUND W/ EQUIPMENT ......... 10\ It �,7 C2 ..... . .. .... 10\ e, cp Iq IF I FULL SIZE PLOT SCALE: 1' = 20' TRUE HALF SIZE PLOT SCALE: 1' = 40' NORTH !!!n 0 10' 20' 40' STORY HOTEL C)_: / °� 4, tK .... ....... 1Y, ... ... ...... .41 ................ V Al _<0 m OW \\\\m at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: BRENTWOOD j�E'VIEWED FOK COMPLIANCE NOV 22.2013 CLL1 hi ION UCUt 0 ICES DEVELOPMENT SERV PLAT CURVE TABLE LINE TABLE SITE NUMBER: CURVE LINE RADIUS DELTA CHORD HX3573 L1 N 48*34'32" W 36.00 L2 N 41 *25'28" SITE ADDRESS: 18.00 L3 2504 TEXAS AVE S EXISTING 20' WIDE ACCESS E COLLEGE STATION, TX 77840 EASEMENT 'B S BRAZOS COUNTY 0.2649 ACRES/11,539 SQFT 18.00 L5 N 47*08'42" W STAM P: REMAINDER OF LOT 2B S 41'25'28" W 10.00 L7 SOUTHWEST PLACE SUBDIVISION 48*34'32" % A VOL 498, PG 7752 ORBCT L8 ........AaOdNRNA°ONNRAAOOdNRP 1N OVIVI INC (PID: 42165) E 28.18 3.391 Ac S 48*34'32" VOLUME 1765, PAGE 144, ORBCT 10.00 L10 ZONING: GENERAL COMMERCIAL (GC) 41°11'51" ipa"p j�E'VIEWED FOK COMPLIANCE NOV 22.2013 CLL1 hi ION UCUt 0 ICES DEVELOPMENT SERV PLAT CURVE TABLE LINE TABLE CURVE LINE RADIUS DELTA CHORD DISTANCE L1 N 48*34'32" W 36.00 L2 N 41 *25'28" E 18.00 L3 S 48*34'32" E 36.00 L4 S 41'25'28" W 18.00 L5 N 47*08'42" W 36.62 L6 S 41'25'28" W 10.00 L7 N 48*34'32" W 35.97 L8 N 41°11'51" E 28.18 L9 S 48*34'32" E 10.00 L10 S 41°11'51" W 18.12 L11 S 48°34'32" E 37.17 L12 N 41°16'13" E 11.24 L13 tN 41 °25'28" E 10-00 j�E'VIEWED FOK COMPLIANCE NOV 22.2013 CLL1 hi ION UCUt 0 ICES DEVELOPMENT SERV PLAT CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIR CHORD ci 39.48 25.00 90*28'22" N 03*29'37" E 35.50 C2 39.13 25.00 89*40'54" S 86° P)'n 1 " F 35.26 C 0 M P i J'M N C c 10V 2 5 ?013 ENGME" R 11 4%bob, NN \0 LS 1\00001 . . . . . . . . . . CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 109/23/13 2 REVISED PER REVIEW WS 111 /_18/ 13 SHEET TITLE: OVERALL AREA PLAN SHEET NUMBER: AOmO PROPOSED 6' HIGH WOODEN FENCE - NEW 35' STEALTH UNIPOLE (BY OTHERS) Q w o Q 0 o w EXISTING z PARKING LOT � Q0 in 12'-0" PROPOSED AT&T H -FRAME PROPOSED (12) RRUS-11 MOUNTED ON PROPOSED H -FRAME PROPOSED AT&T ICE BRIDGE PROPOSED GPS ANTENNA - FIBER SLACK BOX - 0 0 a® 4,_0„ PROPOSED UMTS PURCELL CABINET -/ ........... .......... ._.._._............_..............._...................................._.._.._...........................PROPOSED AT&T EXISTING CURB 280.02 5'-0" HALOGEN SECURITY MATCH LIGHT MOUNTED ON H -FRAME (NP.) NOTE: 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PROPOSED AT&T COVERED CABLE TRAY PROPOSED 12' WIDE WOODEN ACCESS GATE EXISTING PARKING LINES 279.86 MATCH = 280.5 T/PAD i PROPOSED AT&T GENERAC GENERATOR ON 3'-7"x9'-6" CONCRETE PAD PROPOSED 6'x4' PROPOSED LTE CONCRETE PAD PURCELL CABINET 280.5 T/P 280.5 PROPOSED AT&T T/PAD DISCONNECT SWITCH SPACE M ......... FOR FUTURE CABINET • I // O PROPOSED TE45V3 POWER PLANT 3'-7" 3,-0" 280.5 O T/PAD - N 04 • V PROPOSED 280.5 280.5 0 AT&T PPC & T/PAD T/PAD I TELCO BOX N 1w av FULL SIZE PLOT SCALE: 1/2" = l' -O" TRUE HALF SIZE PLOT SCALE: 1/4" = 1'-0" NORTH FM iiiij Emil! 0 2 4' 3'-3" • K4 279.75 MATCH 279.99 MATCH STING CURB EXISTING - �LI NDSCAPED PENINSULA -PROPOSED AT&T UTILITY H -FRAME 2'-O" X279.95 MATCH REVIEWED FOR ..MING, NOV 2 2 2013 DEVELOPM E NT SERVIf I PLAT FILED. V I F ENGINEER", 00 .0\\ at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: vti manNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY SIAM P: ate. 't Q bogaaaopx8 � ��.� mw a � aa�us�C-aaaaaxsa-a+�,nusba�.o-eo-$ab�rte� �ONt p.OYHbINtOtOaA4YJfOaOA it000lRd�� �� b •. �h .a \jam i� � Oa090PObBA^ �C�O. �2? .. �� \01 I IN \\\ 10 \01 \\gms\\mm\01 10010malsImE . \ g\\110 t.i:4:•:•i? :1111111:• •:�� :•i.. ii:Ji: �1•ii 11111: is ��:�, \\ CONSULTING ENGINEERS INC 04 • V PROPOSED 280.5 280.5 0 AT&T PPC & T/PAD T/PAD I TELCO BOX N 1w av FULL SIZE PLOT SCALE: 1/2" = l' -O" TRUE HALF SIZE PLOT SCALE: 1/4" = 1'-0" NORTH FM iiiij Emil! 0 2 4' 3'-3" • K4 279.75 MATCH 279.99 MATCH STING CURB EXISTING - �LI NDSCAPED PENINSULA -PROPOSED AT&T UTILITY H -FRAME 2'-O" X279.95 MATCH REVIEWED FOR ..MING, NOV 2 2 2013 DEVELOPM E NT SERVIf I PLAT FILED. V I F ENGINEER", 00 .0\\ at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: vti manNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY SIAM P: ate. 't Q bogaaaopx8 � ��.� mw a � aa�us�C-aaaaaxsa-a+�,nusba�.o-eo-$ab�rte� �ONt p.OYHbINtOtOaA4YJfOaOA it000lRd�� �� b •. �h .a \jam i� � Oa090PObBA^ �C�O. �2? 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: PROPOSED COMPOUND SHEET FEQUIPM-ENT P -LAN" NUMBER: \ g\\110 t.i:4:•:•i? :1111111:• •:�� :•i.. ii:Ji: �1•ii 11111: is ��:�, \\ CONSULTING ENGINEERS INC 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: PROPOSED COMPOUND SHEET FEQUIPM-ENT P -LAN" NUMBER: NOTE: ADD HALYARD FOR FLAG AS REQUIRED BY THE CITY OF COLLEGE STATION OgL TOP OF _PR_OPOSED MON, ELEV. 35'-0" AGL OgL RAD CENTER OF NEW AT ELEV. 32'-0" AGL OlL RAD CENTER OF NEW AT ELEV. 22'-0" AGL (12) PROPOSED 7/f CABLES (ROUTES U NEW 35' UNIPOLE (BY C FINISH GRADE ELEV. 0'-0" RI FULL SIZE PLOT SCALE: 3/16" = 1'-0" HALF SIZE PLOT SCALE: 3/32" = 1'-0" 0 4' 8' 16' )SED AT&T . ANTENNAS 'R SECTOR, 3 )RS, 6 TOTAL) ROPOSED AT&T ICE BRIDGE ROPOSED AT&T RRUS-11 IOUNTED ON H -FRAME (4 PER ECTO R, 3 SECTORS, 12 TOTAL) ROPOSED (2) PURCELL CABINETS ANTENNA CABLE NOTES : 1. ALL FIBER AND DC CABLES SHALL BE SECURED USING ROSENBERGER. COORDINATE WITH CM FOR APPROVED SNAP—IN OR CLAMP HANGERS. 2. WHERE APPLICABLE, VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 3. ALL JUMPERS TO THE ANTENNAS FROM THE RRU WILL BE 1/2" JUMPERS AND SHALL NOT EXCEED 6'-0". 4. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF ANTENNA. ANTENNA MOUNTING NOTES: 1. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. 2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH AT&T PRIOR TO INSTALLATION OF ANTENNAS. 3. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. 4. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION (WHERE APPLICABLE) OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 5. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA/EIA-222—G OR APPLICABLE LOCAL CODES. 6. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE. 7. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 UNLESS NOTED OTHERWISE. 8. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 9. ALL ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. 10. MINIMUM HORIZONTAL SPACING SHALL BE 3'-0" BETWEEN ANTENNAS. Aw at&t ... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: ago <dP as �°aaxsoaaaxr da-aaxxxseaaxaed$aaxe Cyd exxd$owiexx poewxxaaaanx xp oaxxp A� 1 �C '� °aaaawaadx= +coe t fz; ti CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 IREVISED PER REVIEW DH 09/23/13 2 IREVISED PER REVIEW WS 11/18/13 SHEET TITLE: REME1 ED FOR TOWER ELEVATION COMPLIANNICE (!GV L 5 1313`f I SHEET NUMBER: A2mO PREPARED FOR: \\\� No m now ON at&t ............ ............ .. AT&T MOBILITY 1801 VALLEY VIEW LANE b o FARMERS BRANCH, TX 75234 ° .... CONSULTANT: . PROPOSED AT&T o v PROPOSED AT&T o v CANISTER (BY OTHERS) co CANISTER (BY OTHERS) Lli TOPPROPOSED Q AT&T UMTS PANEL ANTENNA LTE (1 PER SECTOR, 3 A-5 SECTORS, 3 TOTAL) PROPOSED AT&T LTE UMTS PANEL ANTENNA UMTS A-3 .. • LTE C-5 (1 PER SECTOR, 3 SECTORS, 3 TOTAL)-3 6400 INTERNATIONAL PARKWAY \. SUITE 1000 \ \• ,,,. LTE B-5 .,....,, UMTS B-3 PLANO, TX 75093 Tel: (972) 406.9692 \,, SITE NAME: BOTTOM S�cT SFcT BRENTWOOD MANUFACTURER: COMMSCOPE ©� ©2 MODEL: SBNH-1 D6565B �,� 7200 ,, S� 7200 SITE NUMBER: WEIGHT W/O MOUNTING HARDWARE: 47.4 LBS ''G '�G HX3573 DIMENSIONS: HxWxD: 72.7"x11.85"x7.1" FRONT SIDE FREQUENCY: REFER TO RF DATA SHEET SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 NOTE: BRAZOS COUNTY SBNH-1 1 D6565B DETAIL - REFER TO TOWER MANUFACTURERS DRAWINGS FOR CANISTER DIMENSIONS. STAMP: . N.T.S. SCALE. RAD CENTER @ 32'-0" AGL RAD CENTER @ 22'-0" _ AGLow oaa� aria . . - /'\ PROPOSED ANTENNA PLAN c �a+�x@�'adasax@s'a+s•ssaea+saeaea�e� a.xaa owaaeapeawnx@ee+easxa000xsa ilk �� @� ..`,�a ,ice 4v2 FULL SIZE PLOT SCALE: TRUE 3/4 = 1 -0 ..4w HALF SIZE PLOT SCALE: 3/8" = 1'-0" NORTH 0 3' 6' -1 \!bmb1P\- AMN CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 IREVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 1 1 / 18/ 13 SHEET TITLE: ANTENNA PLAN AND DETAILS SHEET NUMBER: NOT USED 3 NOT USED 4 NOT USED A 2ml 5SCALE: SCALE. N.T.S. SCALE. N.T.S. N.T.S. ANTENNA NUMBER FIBER COLOR CODE RRH 800 (MHz) MODEL AZIMUTH RAID CENTER 700 (LTE) 850 (UMTS) 1900 (UMTS) FEEDER TYPE FEEDER LENGTH MAKE MODEL ELEC. DOWNTILT MECH. DOWNTILT ELEC. DOWNTILT MECH. DOWNTILT E[—EC. DOWNTILT MECH. DOWNTILT A-3 RD/GR ANDREW SBNH— 1 D6565B 0' 32' FIBER 50'± — RD/GR/WH A-5RD/SL/WH RD/SL ANDREW SBNH-1D6565B 0* 22'/ FIBER 50'± — B-3 BL/GR ANDREW SBNH-1D6565B 120' 32' FIBER 50'± — BL/GR/WH B-5 BL/SL ANDREW SBNH—ID6565B 120' 22' FIBER 50'± BL/SL/WH — C-3GR/GR/WH GR/GR ANDREW SBNH-1D6565B 240* 32' FIBER 50'± — C-5GR/SL/WH GR/SL ANDREW SBNH-1D6565B 240* 22' FIBER 50'± — *REFER TO CURRENT REDS FOR EXACT ANTENNA INFORMATION (TILTS, AZIMUTHS, MODELS, ETC.) ANTENNA CONFIGURATION SCALE: N.T.S. '10000 at&t .. ......... . . . . . . . . . . AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: tgpgm'4' -tgan l\Z51 I\\" \�"CINU�' Metworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: BRENTWOOD SITE NUMBER: H X 3 57 3 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: 0'p '\g .pkm- mg, a . . . . . . . . . . \��\\ CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: ANTENNA CONFIGURATIO SHEET NUMBER: A202 A TWO altite tia Co. n U M' TS 19-0- ( )::6 PI-11TTIBING DIAGRAM SCALE: N.T.S. N aps 10 at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: im", tu 001 man Networks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: 1:10W,kk SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY N •A� ON 1 !"5H.E..", .... ....... . . .. . . . . ....... .... \��\� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: PLUMBING DIAGRAM SHEET NUMBER: A3.0 N N vi\vuivu FRONT VIEW NEW (3) P1000 UNISTRUT (SPACED AS REQUIRED) NEW CIENA MOUNTING BRACKET (AS REQUIRED) 3911 UAM FIBER OUT MANUFACTURER: CIENA MODEL: 3911 W/ UNI ACCESS MODULE (UAM) DIMENSIONS: 27.2" X 16.2" X 6.4" WEIGHT: APPROX. 32.8 LBS .) CIENA DETAIL SCALE: N.T.S. #5 REBAR AT 12" 0. C. EACH WAY D 0 d - I UF' VILVV FOUNDATION PLAN VIEW 1 " CHAMFER (TYP) 10" THICK 4000 PS ALL EXPOSED CONCRETE PAD HORIZONTAL AND #5 REBAR AT VERTICAL EDGES 12" O.C. EACH WAY 1 TYP. —�-I I- " 1 r, d EQUIPMENT CONCRETE PAD 'r SCALE: N.T.S. MANUFACTURER: PCTEL MODEL#: GPS-TMG-HR-26NCM DIMENSIONS: 5.0"H x 3.2"D WEIGHT: 0.6 LBS. GALV. ANTENNA MAST PIPE CLAMP SECURED TO POST WITH PIPE TO PIPE CLAMP GPS COAX JUMPER COAX GROUND KIT GPS ANTENNA CABLE TO RECEIVER GPS POLYPHASER MUST BE INSTALLED ON EQUIPMENT SIDE OF SUPPORT STRUCTURE PER THE "SITE PREP GUIDE". GPS ANTENNA 1 ICE BRIDGE c 1 POST OR SIMILAR I 1 i CADWELD OR COLD WATER GROUND 1 CLAMP (T& B BLACKBURN 3904BU 1 OR EQUIVALENT) i #2 AWG GREEN INSULATED STRANDED COPPER TO NEAREST GROUND BAR OR EQUIPMENT 1 � GROUND RING f #6 AWG GREEN INSULATED STRANDED COPPER 2 GPS ANTENNA DETAIL SCALE: N.T.S. WATERTIGHT ENDCAP (TYP) P1000 UNINSTRUCTED SPACED AS REQUIRED. SECURE TO STD. UNINSTRUCTED STRUCTURAL PIPE CONNECTOR OR U -BOLTS SIZED PER NEED 1 PROPOSED (12) RRUS-11 MOUNTED ON PROPOSED H -FRAME EXISTING ASPHALT 3500 PSI CONCRETE 8'-0" WAVEGUIDE BRIDGE SUPPORT BRACKET 1/2" GALVANIZED ALL THREAD 2 TIER TRAPEZE KIT (TYP.) NEW FIBER AND DC CABLE BUNDLES CABLES CLAMPED TO BRACKET FIBER SLACK BOX 3 1/2" GALVANIZED PIPE. 6'-0" MAXIMUM SPACING. PLACE EACH ON ALTERNATE SIDE OF BRIDGE 1/2" CROWN TOP EXISTING ASPHALT 3500 PSI CONCRETE i -u 3 TYPICAL ICE BRIDGE DETAIL SCALE: N.T.S. EQUIPMENT• %J SCALE: N.T.S. PROPOSED LTE PURCELL CABINET --4" DIA STD. SCHEDULE STRUCTURAL PIPE (TYP) ^.2" CONDUIT WITH PULL STRING FROM —48V POWER PLANT —2" CONDUIT WITH PULL STRING FROM TELCO BOX \l od d:._ at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: tial o o d m a \ `$> 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: BRENTWOOD SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: `o wogaaaoa s:4a,Iyl 00 R ab $ d�aa�� x xso-a�ea+RReaaax�-nsaasxexa8aa�'ua .o.a ..... ....cxe Qax�sa < a a00 �?a�aR0.POdaR 24 6i'k 1011. VMS IN :.::.:.:.. . CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PFI: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY I DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: SITE DETAILS SHEET NUMBER: A400 In 7'-11" 71-10" MANUFACTURER: GENERAL MODEL: SD50 FRONT VIEW TOP VIEW AIR INTAKE CONTROL PANEL MLCB 00 LOW VOLTAGE CUSTOMER CONNECTION I SCALE: N.T.S. 3'-2" AIR INTAKE----,,.- — #5 REBAR AT 12" O.C. EACH WAY 1" CHAMFER (TYP) ALL EXPOSED HORIZONTAL AND VERTICAL EDGES DRAWING DETAILS PROVIDED BY MANUFACTURER. COORDINATE WITH CONSTRUCTION MANAGER FOR EXACT GENERATOR DETAILS AND REQUIREMENTS 9'-6" FOUNDATION PLAN VIEW 10" THICK 4000 PSI CONCRETE PAD �#5 REBAR AT 12" O.C. EACH WAY —u TYP. 9— SCALE: N.T.S. I mOki: 193 all 1111111111120 a m Nlh 00 NO I "mm at&t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: ooa Networks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: �-10 F �� \��\\� m CONSULTING ENGINEERS i tj r 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY I DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: DETAILS I�HEET NUMBER: A401 Em"s 1 -0" NOTES: 1. ABOVE INFORMATION SHOWN FOR REFERENCE ONLY. ACTUAL ENGINEERING OF FENCE SYSTEM SHALL BE COORDINATED WITH FENCE MANUFACTURER, CONTRACTOR AND VENDOR. 2. ALL FENCE POSTS TO BE HOT -DIPPED GALVANIZED UNO 3. DRILLED PIER FOOTING CONCRETE, Vc OF 3000 PSI MIN 4. BRACING RODS TO BE TENSIONED PER INDUSTRY STANDARDS. 5. CONTRACTOR SHALL USE GALVANIZED SCREWS TO ATTACH - PICKETS TO BACK RAILS MIN. 2 PER PICKET. YP.) ;AIL PICKETS 1 "x4" DOG E" WATERTIG ENDCAP (T` 2x4 BACK R (n STEEL PC ADAPTER (TY 3" STD. (SCH 40) P 1/2" CRC 1 FINISF GR/ TYPICAL WOODEN FENCE DETAIL SCALE: N.T.S. n. C (\AM Qnnon NOTES: 1. CONTRACTOR SHALL PROVIDE ACCESS HOLES FOR FORGED ZINC COATED CHAIN TO WOODEN ACCESS GATE. 2. CONTRACTOR TO SUPPLY AND INSTALL A 3/8 x 36" FORGED ZINC COATED CHAIN WITH A R DIGIT COMBINATION MASTER LOCK HAVING AN ELONGATED SHANK. SET COMBINATION AS DIRECTED BY CONSTRUCTION MANAGER. 3 TYPICAL GATE DETAIL . SCALE. N.T.S. 3" GALVANIZED FRAME 'TIGHT ENDCAP ROD (TY P.) D. GA. 40) PIPE �RREL (Ty P.) PICKET MULTIPLIER TABLE PICKET DIMENSION SIDE BY SIDE OVERLAP/ BOARD ON BOARD 1 x4 (3-1/2") 3.3 4.8 1x4 FULL 4" 3 4 1 x6 (5-1/2") 2.2 2.9 1 x 6 FULL 6" 2 2.45 SPACE PICKETS TABLE PICKET DIMENSION 2" SPACE 3" SPACE 4" SPACE 1 x4 (3-1/2") 2.2 1.9 1.6 1x4 FULL 4" 2 1.75 1.5 1x6 (5-1/2") 1.6 1.45 1.3 1x6 FULL 6" 1.5 1.35 1.2 0 FENCE SPECIFICATION TABLE G SCALE: N.T.S. lk01 I mw affilJ. <: ��\\\o•: . ..... \\\\\at&t ......... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: o o cccii n it, ii N e t w o r k s 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: Y' a+YRt&trH!O�T1`RRbb'-0t•F'wF6a2.PR&868J?Ra J. o . owxaa ewscxsaae»ewcaaeaRe�aaoo;Fa Ft �: Vii; `\ � .: �.'\'%•., �•, qaa '.: � �' '� aOs'a'RGPOaaRA- \.tip IF 4%1\\wN\pb\_ d FutVC65 CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: FENCE DETAILS SHEET NUMBER: L+M2 TRENCH VARIES FINISHED GRADE OR GROUND COVER. MATCH SLOPE AND THICKNESS OF EXISTING. CAUTIONARY TAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL UNDISTURBED SOIL NEW CONDUITS. REF. ELECTRICAL FOR SIZE, TYPE AND QUANTITY COMPACTED SAND BED (SEE NOTE) I TYPICAL UTILITY TRENCH DETAIL I SCALE: N.T.S. 10' M 2 NOT USED SCALE: N.T.S. WATERTIGHT ENDCAP (TYP) 77\ MAIN UTILITY RACK (FRONT) 8,-0„ P1 nnn ► JN11NI':�TRUT SPACED REQUIRED. =.1 r II II �I �I TO UTILITY POLE WITH ! � TRANSFORMER OR PAD MOUNTED TRANSFORMER. COORDINATE TERMINATION POINT WITH LOCAL ELECTRICAL PROVIDER 3500 PSI CONCRETE 2 .__ y— 4'_0„ 4" DIA STD. SCHEDULE 9> STRUCTURAL PIPE (NP) r I 10 NOTES: CONFIGURATION OF SEVERAL LATERAL SHOW FOR REFERENCE. COORDINATE EXACT REQUIREMENTS WITH UTILITY PROVIDER. 1. VERIFY ALL EXISTING UNDERGROUND. UTILITIES BEFORE TRENCHING. 2. ELECTRICAL CONTRACTOR SHALL CONTACT POWER CO. & TELE. CO. AND VERIFY EXACT ROUTING, SIZES AND CONDITIONS BEFORE TRENCHING. 3. INSTALL ALL CONDUITS & EQUIPMENT AS SPECIFIED BY POWER CO. & TELE. CO. 4. PROVIDE NYLON PULL STRINGS ON ALL EMPTY CONDUITS. SCHEDULE 40 2" PVC WITH PULL WIRE - SERVICE TER COORDINATE TERMINATION PUIN I WITH LOCAL TELCO PROVIDER 3 NOT USED SCALE: N.T.S. MAIN UTILITY RACK j AT&T UTILITY H -FRAME DETAIL �r SCALE: N.T.S. KEYED NOTES: BY REFERENCE ONEW SERVICE METER. INSTALL METER BASE ON NEW PEDESTAL WITHIN_ 10' OF TRANSFORMER PER CSU REQUIREMENTS ONEW SERVICE ENTRANCE RATED DISCONNECT, 200A, 120/240A, 1 PHASE, 3 WIRE OREFER TO GROUND ROD WITH ACCESS DETAIL 1/E4.1 �4 5/8" DIAMETER X 10' COPPER CLAD GROUND RODS. DRIVE TOP TO 18" BELOW SURFACE. INSTALL GROUND ROD INSPECTION PORT. O5 #2 AWG GROUNDING ELECTRODE CONDUCTOR IN 1" PROTECTIVE CONDUIT. O 6 REFER TO PLANS FOR CONDUIT FROM TELCO CABINET TO AT&T EQUIPMENT. COORDINATE WITH CM FOR CABLE TYPES AND QUANTITIES. �7 MAIN TELCO ENCLOSURE ONEW POWER PANEL CABINET ONEW AT&T CIENA BOX 10 PROVIDE 3-3/0, 1#2G TYPE THWN IN 2" CONDUIT (IMC ABOVE GRADE, 40 PVC BELOW GRADE TO AC PANEL IN PPC. 11 REFER TO PLANS FOR BRANCH CIRCUIT CONDUIT TO AT&T EQUIPMENT 12 REFER TO PLANS FOR CONDUIT TO GENERATOR Oki 0"to ON uo ?>I \\\\��\\\\\\\OO�0000 < x t&t . . . . . . . . . . . . . . . . . . . . . . . . . AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: 9a aaatl YT j,�p �aaxtraa�c+ar rsa:aa�.rz-vaaaaxssa$aana aax o ewsax-sxowwc. o...... a vax�vp A� r 9�` 4 .'~Caia8aPaaa � �D 1. 99Ff +�• It \ %%\\\\ \\ :::i: :: iii: �^i?ilii �i 4\ •. \ \ \ \\ \ \\\\\\\\\ � CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY I DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: SITE DETAILS SHEET MTBE BLACK TEXT ORANGEmahntenance 1N \ \ \\\\� \ \ I I \ � \ 20" willit be Pros-ecauded BACKGROUND 07/05/13 In kc:as of emergency-, gea cy-, o prior to performing A \w\\\� DATE 1\%6\\\\\\_ 2. SIGNSEXCEPT WH ( ERE NOTED OTHERWISE) SHALL B E on t1his site, call. MOUNTED TO THE TOWER, GATE & FENCE USING A�������"""�'""' ISSUED FOR CONSTRUCTION DH LLAJ111' 1 U WHITE/ORANGE BACKGROUND, BLUE/WHITE LETTERING MOUNTING LOCATION: SHELTER DOOR QUANTITY: 1 MOUNTING LOCATION: CABINET DOORS QUANTITY: 1 PROPERTY OF AT&T -DOOR 7SCALE: N.T.S. AT&T ABOVE GROUND FUEL STORAGE SYSTEMS SIGNS AND LABELING REQUIREMENTS NEPA 704 Hazard Identification System GREEN 15" Diamond \\\\ \\\\mmmm \\ 11060 \6 TEXT D \\\\401 I I � 0 CKGROUND WHITE TEXT BLUE WHITE TEXT BACKGROUND AUTHORIZED� PERSONNEL ONLY BLACK TEXT WHITE BACKGROUND 14" WHITE/BLUE BACKGROUND, WHITE/BLACK LETTERING MOUNTING LOCATION: SHELTER DOOR & CABINET DOORS QUANTITY: PER NUMBER OF CABINET DOORS ON SITE 9 AUTHORIZED SCALE: N.T.S. BLACK TEXT PERSONNEL SIGN ACTIVE ANTENNAS ARE MOUNTED ❑ ON THE OUTSIDE OF THIS BUILDING ❑ BEHIND THIS PANEL T STRUCTURE El ON HIS 12 STAY BACK A MINIMUM OF 3 FEET FROM 0 THESE ANTENNAS Contact AT&T Mobility at 800.638.2822 and follow their instructions prior to performing any maintenance or repairs closer than 3 feet from the antennas. This is AT&T Mobility site Sign #2 AT&T Mobility GREEN BACKGROUND WHITE BACKGROUND WHITE/GREEN BACKGROUND, BLACK LETTERING MOUNTING LOCATION: GATE & BASE OF TOWER QUANTITY: 2 CZ RF EXPOSURE INFORMATION V SCALE: N.T.S. PRODUCT IDENTincATiON WHITE :CLOW 1N \ \ \\\\� \ \ I I \ � \ \�� APPROVED BY: BACKGROUND 07/05/13 . NO A \w\\\� DATE 1\%6\\\\\\_ 2. SIGNSEXCEPT WH ( ERE NOTED OTHERWISE) SHALL B E MOUNTED TO THE TOWER, GATE & FENCE USING A�������"""�'""' ISSUED FOR CONSTRUCTION DH LLAJ111' 1 U %,05 1 1 L : wd WS :CLOW 1N \ \ \\\\� \ \ I I \ � \ \�� APPROVED BY: ,CKGROUNIV 07/05/13 . NO A \w\\\� DATE &t Hazard Ratings: RED Nine o'clock -Health o�\\\\ �`\\ 1 1 ,o�\�\ o�`' `TEXT Twelve o'clock -Flammability \\\\\ \ \a \ \ Nffi;pThree oclock -Instability \" \\ \" ��� � Six o'clock - Special Signs must be of durable material with red lettering on a white background. REFERENCES: Letters shall not be less than 3 inches (76.2 mm) in height and 1/2 inch (12.7 mm) in stroke. NEPA 704 Signs shall not be obscured or removed and shall be in English as a primary language UFC 7901.9 Combustible Sign may also be white letters on red background. IFC 2703.5 MOUNTING LOCATION: FUEL STORAGE TANK/ GENERATOR QUANTITY: 1 3HAZARDOUS MATERIALS SCALE: N.T.S. 12 WHITE BLACK TEXT 1110 1 1° NOBUCK — TEXT ES.PASSING N Mm aNNNNNIN \\\ Federal Communications Commission Tower Registration Number 1234567— Posted in accordance with Federal Communications Commission rules on antenna tower registration 47CFR 17.4(g) 1211 GREEN PREPARED FOR: BACKGROUND SIGNAGE NOTES: LC APPROVED BY: 1. SIGNS SHALL BE FABRICATED FROM CORROSION DATE DRAWN: 07/05/13 RESISTANT PRESSED METAL & PAINTED WITH NO ��`N. ` � LONG LASTING UV RESISTANT COATINGS.t DATE &t 2. SIGNSEXCEPT WH ( ERE NOTED OTHERWISE) SHALL B E MOUNTED TO THE TOWER, GATE & FENCE USING A�������"""�'""' ISSUED FOR CONSTRUCTION DH MINIMUM OF 9 GAUGE ALUMINUM WIRE, HOG RINGS 1 AT&T MOBILITY - BLACK (FENCE) OR BRACKETS, WHERE NECESSARY. 09/23/13 1801 VALLEY VIEW LANE TEXT BRACKETS SHALL BE OF SIMILAR META AS THE WS FARMERS BRANCH, TX 75234 STRUCTURE TO AVOID GALVANIC CORROSION. - WHITE CONSULTANT: BACKGROUND 3. ADDITIONAL E911 ADDRESS & FCC REGISTRATION SIGNS SHALL BE MOUNTED AT EACH ACCESS ROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THE COMPOUND GATE ITSELF. �`. .k 4. AT&T SITE # & EMERGENCY CONTACT SIGNS SHALL BE MOUNTED ON THE EQUIPMENT CABINET WITH PERMANENT SET ADHESIVE. TWO SIDED TAPE SHALL' B i �., WHITE/GREEN BACKGROUND, WHITE/BLACK LETTERINGE UTILIZED AT EACH CORNER ON BACKSIDE THE TO .,k o;;itc,m a n N e i w o rKS MOUNTING LOCATION: GATE & BASE OF TOWER AID PLACEMENT UNTIL THE ADHESIVE SETS. QUANTITY: 2 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 8FCC REGISTRATION SIGN SCALE: N.T.S. 8„ BLACK GREEN TEXT ................. .... .... .. BACKGROUND KGR OUND AT&T Mobility operates telecommunications antennas at this location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before working closer then 3 feet from the antenna(s) Contact AT&T Mobility at (800)-832-6652 prior to performing any maintenance or repairs near AT&T Mobility antennas This is Site Contact the management office if this door/hatch/gate is found unlocked. En esta propiedad se ubican antenas de telecommunicaciones operaadas par AT&T Mobility. Favor mantener una disiancia de no menos de 3 pies y obedecar todos las avisos. Comuniquese can el propietaria o las propiatarios de las antes de trabajar o caminar de menos de 3 pies de la antena Comuniquese can AT&T Mobility (800) 832-6652 antes de realizar cualquier mantenimiento a reparaciones cera de las antenas de AT&T Mobility. Esta es la estacion base numero Favor comunicarse can la oficina de la administracion del adificio si esta puerta o compuerta se encuentra sin canado AT&T Sign #1 Mobility WH ITE BACKGROUND BLACK TEXT YELLOW BACKGROUN 8' BLACK WHITE BAC GROUN�i� TEXT Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY nr� • ll a o ` a a �°a eaas:axxaa,aaxxaseaaxo-saeaaa�xe f0 axe axxaa ewsbx'sao:ooaxaaeea:aeao ooexa i#° �a yaq '�Reaoaa �C iaaa z a ,,,+' WHITE/GREEN BACKGROUND, BLACK LETTERING WHITE/YELLOW BACKGROUND, BLACK LETTERING MOUNTING LOCATION: GATE & BASE OF TOWER MOUNTING LOCATION: BASE OF TOWER QUANTITY: 2 QUANTITY: 1 RF EXPOSURE INFORMATION SIGN RF EXPOSURE CAUTION SIGN ,,,� .ti4 5SCALE: N.T.S. 4 SCALE. N.T.S. 0 � :: ..� ....: .. CKC RED BACKC BACKGROUND BLACK \� RED TEXT BACKGROUND WHITE/GREEN BACKGROUND, BLACK/WHITE LETTERING MOUNTING LOCATION: ALL 4 SIDES OF FENCE (IF AT&T OWNED SITE) MOUNTING LOCATION: GATE (IF OWNED BY OTHERS) QUANTITY: 1 2SCALE: DANGER TRESPASSING SIGN N.T.S. 'The Authorization for the Radio Equipment At this facility is located at the Control Point: AT&T Mobility 5601 Legacy Drive; MS A-3 Plano, TX 75024 (469)229-7517 office/ (469)229-7295 fax WHITE BACKGROUND, BLACK LETTERING MOUNTING LOCATION: SHELTER DOOR QUANTITY: 1 PER CABINET WHITE BACKGROUND CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO I DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 111/18/13 AUTHORIZATION FOR RADIO EQUIPMENT SHEET TITLE: SITE SIGNAGE DETAILS SHEET NUMBER: AT&T SIGNAGE NOTES: 1. FOR BUILDINGS OWNED BY AT&T MOBILITY, ALL THE FOLLOWING STANDARDS APPLY. FOR AT&T MOBILITY LEASED SPACE OR, CO—LOCATED FACILITIES, THE ONLY SIGNAGE REQUIREMENTS ARE FOR POINTS OF ENTRY INTO OUR INTERIOR OR EXTERIOR LEASED SPACE. HAZMAT AND RF WARNING SIGN REQUIREMENTS WOULD BE APPLIED AS APPROPRIATE ENTRY POINTS TO AREAS IN THE COLLOCATION WHERE OUR EQUIPMENT IS HOUSED. 2. EXCESSIVE EXTERIOR SIGNAGE ON BUILDINGS CONTAINING NETWORK EQUIPMENT IS PROHIBITED (EXAMPLES INCLUDE, MARQUIS SIGNS, LIGHTED SIGNS OR LARGE PLACARDS). DUE TO THE CRITICAL ELEMENTS HOUSED IN THESE FACILITIES IT IS IN THE BEST INTEREST OF AT&T MOBILITY TO LIMIT UNNECESSARY EXPOSURE TO OUR CRITICAL OPERATING CENTERS. ALTHOUGH THERE SHOULD BE BASIC SIGNAGE ON EXTERIOR BUILDING DOORS AND FENCE AND GATE ACCESS POINTS, IT IS NOT PERMITTED TO USE 'ADVERTISING' TYPE SIGNAGE ON THESE BUILDINGS. 3. GLASS MAIN ENTRY DOORS MAY BE 'BRANDED' WITH AT&T MOBILITY LOGO PROVIDING THIS IS NOT A LIGHTED/ 'MARQUIS' SIGN. IN CERTAIN CASES WHERE A SITE IS UNMANNED, EXTERIOR DOOR SIGNS MAY BE OMITTED TO PREVENT DRAWING UNDUE ATTENTION TO THE SITE. FOR THESE TYPES OF SITES, THE MARKET MAY ELECT TO HARDEN SECURITY I A MORE INVISIBLE MANNER. IT IS THE RESPONSIBILITY OF THE MARKET TO MAKE PRUDENT DECISIONS FOR UNMANNED CORE SITES ON A CASE BY CAS E BAS I S. 4. BATTERY PLANTS AND FIXED GENERATOR SYSTEMS LOCATED AT A CORE BUILDING WILL CONTAIN DIESEL AND BATTERY ACID AT A LEVEL THAT WOULD TRIGGER HAZMAT SIGNAGE REQUIREMENTS AS DESCRIBED. 5. PLEASE REFER TO RF EXPOSURE SIGNAGE SECTION CONTAINED IN THIS DOCUMENT, AS SOME CORE BUILDINGS MAY TRIGGER CERTAIN SIGNAGE REQUIREMENTS FOR RF EXPOSURE. 6. VENDOR AND PRICING (SECURITY SIGNS) SERVICE SELECT INC. BETH OLMSTEAD BETH©SERVICESELECTI NC.COM 215-788-3898 GATE SIGN — $16 PER DOOR SIGN — $3.50 PER FENCE/ NO TRESPASSING — EST. $12.50 PER AUTHORIZED PERSONNEL ONLY — EST. $12.50 PER NOTE: SERVICE SELECT INC. IS THE ONLY SIGN COMPANY AUTHORIZED TO PRINT GATE SIGNS AND DOOR SIGNS WITH THE AT&T NAME AND LOGO. 7. NO TRESPASSING SIGNS AND AUTHORIZED PERSONNEL ONLY SIGNS CAN BE PURCHASED FROM A LOCAL HARDWARE STORE. 8. FUEL STORAGE TANKS ARE REQUIRED TO BE MARKED SO THAT THE CONTENTS AND FIRE HAZARDS ARE IDENTIFIED. THE CURRENT LABELS AND PLACARDS FOR ABOVEGROUND TANKS INCLUDE THE FOLLOWING: -PRODUCT LABEL (GASOLINE, DIESEL FUEL) -COMBUSTIBLE LABEL FOR DIESEL FUEL -FLAMMABLE LABEL FOR GASOLINE -NEPA 704 HAZARD ID SYSTEM — 15" DIAMOND PLACARD LABEL (AS REQUIRED BY LOCAL JURISDICTION) -NO SMOKING LABEL -STORAGE TANK CAPACITY LABEL (OPTIONAL) 9. REGIONS/ MARKETS ARE GIVEN THE ABILITY TO CHOOSE WHERE THE SIGNS AND VINYL NUMBER DECALS WILL BE ORDERED. NO VENDOR OR PRICING HAS BEEN ESTABLISHED ON A NATIONAL LEVEL. 10. FOR AT&T—OWNED CELL TOWERS AND OTHER—OWNED TOWERS WHERE AT&T MOBILITY IS PERMITTED TO POST RF SAFETY SIGNAGE. TYPICAL RF EXPOSURE SIGNAGE CONSISTS OF SIGNS REQUIRED TO BE INSTALLED AT ACCESSES TO EACH CLIMBING LADDER AT THE TOWER. " INFORMATION" SIGNS ARE NO LONGER PERMITTED TO BE INSTALLED ON EQUIPMENT CABINETS OR BUILDINGS. 11. SIGNS ME BE SECURED TO TOWERS USING METAL BANDS, ADHESIVE OR SPECIALLY FABRICATED MOUNTING FRAMES. UNDER NO CIRCUMSTANCES ARE HOLES TO BE DRILLED IN , OR BRACKETS WELDED, TO THE TOWER STRUCTURE UNLESS SPECIFICALLY INSTRUCTED OTHERWISE. .� SITE SIGNAGE NOTES SCALE: N.T.S. AT&T SIGNAGE NOTES (CONT.) 12. REGIONS/MARKETS ARE TO ORDER THE REQUIRED RF EXPOSURE SIGNS FROM THE VENDOR SPECIFIED BELOW. THIS COMPANY HAS THE LATEST AT&T MOBILITY SIGNS READY TO ORDER. EXCEL SIGN & DECAL 1509 N. MILPITAS BLVD. MILPITAS, CA 95035 WWW.EXCELTEAM.NET 408-942-8881 —ATTN: GREG 13. IF THE SITE IS EQUIPPED WITH ENTRY DOOR OR GATE SIGN ASSURE THAT CONTACT # FOR MNRC OF 1-800-638-2822 IS PRESENT. UPDATE CONTACT NUMBER AS NEEDED TO ASSURE APPROPRIATE NUMBER IS PRESENT. IT IS ACCEPTABLE TO USE VINYL TAPE AND PERMANENT MARKER TO COVER OVER OVER OUTDATED NUMBERS WITH NEW NUMBER. 14. IF THE SIGN REFLECTS ANY PAST OWNER (OTHER THEN CINGULAR), ORDER A REPLACEMENT SIGN. IF THE SITE IS OWNED BY AT&T AND THE REQUIRED DOOR OR GATE SIGN IS MISSING, REPLACEMENT SIGNS MUST BE OBTAINED AND POSTED. .. ... I 001 EN id X0410....... at&t..... . .. . AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: ,...' d•' t� OJ�OAi•RR66�bL�TRWA00AR&BboA�b� �ewxao e�mnxsuoebmxc000asxwoo xsa A� p � ' A�RAAAda'R AQP lk %�. q X% \� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 1 11/18/13 SHEET TITLE: SITE SIGNAGE NOTES SHEET NUMBER: A5. 1 ELECTRICAL KEYED NOTES: O PROVIDE 10#10 AWG AND (2) #10 AWG GROUND + 4#12 AWG AND 2#12 AWG GROUND, CU TYPE THHN/THWN-2, IN 2" CONDUIT O PROVIDE 3/4" LFNC WITH (1) SINGLE PAIR PRE—CONNECTORIZED FIBER JUMPER FROM PROPOSED PURCELL CABINET TO EACH RRUS-11 MOUNT ON H—FRAME. 3� PROVIDE 2" LFNC WITH 12#10 AWG DC CABLES FOR DC POWER BETWEEN POWER PLANT AND DC POWER J—BOX MOUNTED ON H—FRAME. ® PROVIDE (1) 30A DC CIRCUIT BREAKER PER RRU, O 2" POWER CONDUIT FROM SERVICE DISCONNECT TO NEW POWER PANEL WITH 3-3/0 AWG AND 1#4 AWG GROUND. EXISTING CUR PROPOSED AT&T HALOGEN SECURITY LIGHT MOUNTED ON H—FRAM E (TYP.) 6 PROVIDE (2) 1-1/2 )1 CONDUIT EACH WITH (2) #6 AWG AND 1 10 AWG FOR PDU DC CIRCUIT BETWEEN DC POWER PLANT AND PURCELL CABINETS. O PROVIDE 2" CONDUIT WITH 3#3/0 AWG AND 1#6 AWG GRD FOR GENERATOR CIRCUIT. ® PROVIDE 1" CONDUIT WITH ALARM AND CONTROL CIRCUITS PER MFR REQUIREMENTS. ) PROVIDE 1" CONDUIT WITH 120VAC CIRCUITS SIZED PER NEC AND MFR REQUIREMENTS. PROPOSED AT&T COVERED CABLE TRAY PROPOSED 12' WIDE WOODEN ACCESS GATE NOTE: 1. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO TRENCHING. 2. CONTRACTOR SHALL INSTALL CONDUIT PER CSU SPECS AND DESIGN. 3. METER PEDESTAL WILL BE LOCATED WITHIN 10' OF TRANSFORMER AND WITHIN EASEMENT BOUNDARIES. 4. CSU WILL FURNISH AND INSTALL WIRE FROM TRANSFORMER TO METER PEDESTAL. ELECTRICAL / TELCO SITE PLAN rim1 „ $ FULL SIZE PLOT SCALE: 1 2 = 1 —0 TRUE / HALF SIZE PLOT SCALE: 1/4" = 1'-0" NORTH 0 2' 4' UNDERGROUND UTILITY SERVICE CONDUIT. FOLLOW UTILITY EASEMENT TO SERVICE DROP LOCATION EXISTING CURB EXISTING - LANDSCAPED PENINSULA PROPOSED AT&T UTILITY H — FRAM E . :; o . . . . . . at&t . . . . . . . ..... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: � ;w] N 4 W�� M SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: � a o-a@?aRgs4r+�*�ssgaava•as$a rt� �onxap ewsnxvpaeeaxadd:eaxarao odmRa A� 3 d« • 9a° `,1 a�RAPeaOA^2 .eqp " ��\\� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY I DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: ELECTRICAL AND TELCO PLAN SHEET NUMBER: E! mO PROPOSED AT&T CANISTER (BY OTHERS) (3) 3/0 AWG + (1) #4 AWG GND, CU TYPE THHN/THWN-2, IN 2" PVC CONDUIT--,,,, 200A OVERCURRENT PROTECTIVE DEVICE AT SHELTER. ENSURE FAULT CURRENT RATINGS GREATER THAN THAT AVAILABLE FROM UTILITY 200 120/208V SINGLE PHASE SERVICE UTILITY SERVICE LATERAL. COORDINATE WITH PROVIDER AT&T 200A SERVICE METER (BY UTILITY COMPANY) METER SOCKET (BY CONTRACTOR) LTE C-5 PROPOSED SECTOR GROUND (BOND COAX CABLES WITH GROUND KITS) NOTE: REFER TO TOWER MANUFACTURERS DRAWINGS FOR CANISTER DIMENSIONS. PROPOSED TECH LIGHT PROPOSED PPC CABINET LTE A-5 `PROPOSED AT&T LTE PANEL ANTENNA � (1 PER SECTOR, 3 SECTORS, 3 TOTAL) LTE B-5 GROUNDING NOTES: PROPOSED AT&T 1. ANTENNA GROUND BARS SHALL BE INSTALLED WITHOUT CANISTER (BY OTHERS) INSULATOR (CHERRY) USING UL LISTED MOUNTING DEVICES. 2. POLISH GALVANIZED SURFACES WITH A STEEL BRUSH FOR ALL PROPOSED AT&T CONNECTING SURFACES. UMTS PANEL ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) UMTS UMTS A-3 ABBREVIATIONS: C-3 AGB ANTENNA GROUND BAR 1 UMTS G GROUND B-3 MGB MASTER GROUND BAR v...: � GROUNDING LEGEND: SYMBOL DESCRIPTION PROPOSED SECTOR GROUND (BOND COAX CABLES WITH • EXOTHERMIC WELD GROUND KITS) — —G-0— GROUND WIRE 0 MECHANICAL CONNECTION RAD CENTER @ 32'-0" AGL RAD CENTER @ 22'-0" AGL O . 3.6 Ni, /,� .1 ANTENNA GROUNDING PLAN (FINAL) 200A PNL FULL SIZE PLOT SCALE: 3/4f$ = 1' / -0" TRUE HALF SIZE PLOT SCALE: 38" = 1'-0" NORTH / 0 3' 6' AUTOMATIC TRANSFER SWITCH GROUNDED PER MANUFACTURER SPECIFICATION (3) 3/0 AWG + (1) #4 AWG GND, CU TYPE THHN/THWN-2, IN 2" PVC CONDUIT 48V RECTIFIER NEW SHELF (NP) CIENA NEW 1" INNERDUCT WITH FIBER TO BTS EQUIPMENT NEW 1-1/4" CONDUIT FOR FIBER HAND-OFF L SCALE: N.T.S. 200A S 1" CONDUIT WITH PULL STRING FOR ALARM WIRING. NUMBER AND SIZE OF CONDUCTORS PER MANUFACTURER REQUIREMENTS. INCREASE CONDUIT SIZE AS REQUIRED PROPOSED 50KW GENERATOR (2) #12 AWG + (1) #12 AWG GND, CU TYPE THHN/THWN-2, IN 1" PVC CONDUIT FOR BATTERY CHARGER (ROUTED WITH HEATER CKT) (2) #12 AWG + '(1) #12 AWG GND, CU TYPE THHN/THWN-2, IN 1" PVC CONDUIT FOR HEATER/GFCI. VERIFY EXACT REQUIREMENTS WITH MANUFACTURER (ROUTED WITH BATTERY CKT) TELCO BOX AT UTILITY H - FRAM E EQUIPMENT CABINET & PDU (TYP.) REF. PLANS NEW 4" CONDUIT TO FIBER MEET ME POINT. PROVIDE (3) 1" INNERDUCT WITH MULE TAPE PAN EI_ "A" PPC AT :AT&T EQUIPMENT NO WIRE & CONDUIT KVA 1 O . 3.6 3 8 0A 5 2#10, 1"C 3.6 0A FULL SIZE PLOT SCALE: 3/4f$ = 1' / -0" TRUE HALF SIZE PLOT SCALE: 38" = 1'-0" NORTH / 0 3' 6' AUTOMATIC TRANSFER SWITCH GROUNDED PER MANUFACTURER SPECIFICATION (3) 3/0 AWG + (1) #4 AWG GND, CU TYPE THHN/THWN-2, IN 2" PVC CONDUIT 48V RECTIFIER NEW SHELF (NP) CIENA NEW 1" INNERDUCT WITH FIBER TO BTS EQUIPMENT NEW 1-1/4" CONDUIT FOR FIBER HAND-OFF L SCALE: N.T.S. 200A S 1" CONDUIT WITH PULL STRING FOR ALARM WIRING. NUMBER AND SIZE OF CONDUCTORS PER MANUFACTURER REQUIREMENTS. INCREASE CONDUIT SIZE AS REQUIRED PROPOSED 50KW GENERATOR (2) #12 AWG + (1) #12 AWG GND, CU TYPE THHN/THWN-2, IN 1" PVC CONDUIT FOR BATTERY CHARGER (ROUTED WITH HEATER CKT) (2) #12 AWG + '(1) #12 AWG GND, CU TYPE THHN/THWN-2, IN 1" PVC CONDUIT FOR HEATER/GFCI. VERIFY EXACT REQUIREMENTS WITH MANUFACTURER (ROUTED WITH BATTERY CKT) TELCO BOX AT UTILITY H - FRAM E EQUIPMENT CABINET & PDU (TYP.) REF. PLANS NEW 4" CONDUIT TO FIBER MEET ME POINT. PROVIDE (3) 1" INNERDUCT WITH MULE TAPE PAN EI_ "A" PPC AT :AT&T EQUIPMENT NO WIRE & CONDUIT KVA 1 2#10, #10G, 1"C 3.6 3 8 GEN. BATT 5 2#10, 1"C 3.6 7 1.4 2#12, #12G, 3/4"C 9 2#10, #10G, 1"C 3.6 11 14 n 13 2#10, 1"C 3.6 15 17 2#10, 1 "C 3.6 19 20 21 2#12, #12G, 3/4"C 1.4 23 2#12, #12G, 3/4"C .18 CONNECTED LOAD: 22.16 kVA VOLT 120/208 1 PH 3W 65,000 AIC BUS RATING 200A X SURFACE MLO MCB MCB FLUSH X INEMA 1 NEMA 3R ALL BREAKERS ARE 20A UNLESS OTHERWISE NOTED DESCRIPTION ( OOA DESCRIPTION RECTIFIER 1 30 60 TVSS RECTIFIER 2 RECTIFIER 3 RECTIFIER 5 POWER CABINET HEATER POWER CABINET GFCI i:� PANEL SCHEDULE V SCALE: N.T.S. 30 _T 30 _T 30 _T 30 _T KVA WIRE & CONDUIT NO 2 4 TELCO CABINET GFCI .18 2#12, #12G, 3/4 C 6 15 TECH LIGHT .5 2#12, #12G, 3/4"C 8 GEN. BATT .5 2#12, #12G, 3/4"C 10 GEN. HEATER 1.4 2#12, #12G, 3/4"C 12 n 14 n 16 18 20 DEMAND LOAD: 26.79kVA 2 somji mmm ....: . . . . . . . . . . \o\\\\`... t&t ` N.......... AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: -� 1+o gapdapopxya ��•��� -40°ga�upd a+e+�gggpaq+qqaaaaqRsdd�qq�'vp D211 .�. ,..- ,dOgXdO OgDb%Sa0'O�CRfNOO:aASppO aOV �YRp a 9 ?OgORO'.POLdA^4a •.�\JWO :1t, \1\\� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PFI: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 11/18/13 SHEET TITLE: ANTENNA GROUNDING AND ONE -LINE DIAGRAM IiHEET 1T 9• GENERAL NOTES 1. REFER TO GENERAL NOTES, SHEET N SHEETS FOR SITE COORDINATION REQUIREMENTS 9. CIVIL CONSTRUCTION CONTRACTOR SHALL BURY ALL GROUND RINGS AND CADWELD 16. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY CLOSER THAN TWICE THE 2. COORDINATE WITH CONSTRUCTION MANAGER TO OBTAIN CURRENT APPLICABLE TOWER PIGTAILS FOR ALL ABOVE GROUND CONNECTIONS AT THE TIME OF GROUND RING GROUND ROD LENGTH. GROUNDING REQUIREMENTS FROM AT&T WIRELESS. INSTALLATION. PROTECT AND SUPPORT ALL WIRING SUCH THAT IT WILL NOT VIBRATE/RUB AGAINST OTHER METALLIC OBJECTS AND SUCH THAT THERE ARE NO SHARP BENDS 17. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN 3. USE TINNED COPPER (SOLID) FOR EXTERIOR GROUNDING (TYPICALLY #2 OR AS NOTED); (NOMINAL RADIUS 8" MIN.) EXOTHERMIC WELD. USE STRANDED COPPER WIRE FOR GROUNDING WHERE NOT EXPOSED AND NOT IN CONTACT WITH EARTH (SEE NOTE 4 BELOW) 10. CADWELD ALL CONNECTIONS WHERE POSSIBLE AT TOWER OR LOCATION OF MULTIPLE 18. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE WHEN THE BURIED GROUN CADWELD CONNECTIONS, IT MAY BE PERMISSIBLE TO MECHANICALLY BOLT A BUSS BAR RING IS INSTALLED SO THAT A REPRESENTATIVE CAN INSPECT THE GROUND RING BEFOR 4. BURY ALL BARE GROUND WIRES MIN. 18" BELOW GRADE OR 6" BELOW FROST LINE TO GROUND OR TO SUPPORT STRUCTURE. IT IS BACKFILLED WITH SOIL. WHICHEVER IS GREATER. LOCATE NO CLOSER THAN 2' FROM FENCE OR 24" FROM FOUNDATIONS. SLEEVE ALL FOUNDATIONS. CADWELD AND TEST CONDUCTIVITY OF ALL 1 1. THE RESISTANCE BETWEEN ANY POINT ON THE GROUND .SYSTEM AND REFERENCE GROUND GROUND TIE POINTS. SHOULD BE 5 OHMS OR LESS. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THIS IS GROUNDING KEYED NOTES: NOT POSSIBLE DUE TO SOILED CONDITIONS FOR ALTERNATIVES. 5. TO MINIMIZE LIGHTNING DAMAGE, NO SHARP BENDS PERMITTED IN ANY WIRING, INCLUDING O PROVIDE A #2 AWG TINNED COPPER GROUND RING IN ACCORDANCE WITH 12. GROUNDING. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2 CONDUCTOR AT 6 NATIONAL AND LOCAL CODES AND AT&T STANDARDS. ENSURE EQUIPMENT INCHES ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD—GALV AFTER. GROUND RING, HALO GROUND, AND ICE BRIDGE ARE BONDED TO TOWERS 6. GROUND RODS TO BE COPPER CLAD STEEL 5/8" DIAMETER X 10'-0" LONG WITH TOPS EXOTHERMICALLY WELD OTHER END TO GROUND. GROUND RING WITH TWO LEADS, EXOTHERMIC WELDS, AND APPROPRIATE BURIED 18" MINIMUM BELOW FINISHED GRADE, CADWELD TO GROUND RING RODS SHALL INSPECTION WELLS. BE SPACED 10' TO 15' ON CENTER ALONG THE GROUND RING. 13. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER ,SHALL BE ENCASED IN 3/4" PVC CONDUIT TO GRADE. MOUNT PVC WITH GALVANIZED "C" CLAMPS. SEAL TOP ENDS. 7. PRIME AND EPDXY PAINT ALL EXPOSED CONDUIT TO MATCH EXTERIOR OF EQUIPMENT BUILDING. 14. FOLLOWING COMPLETION. OF WORK, .CONDUCT GROUND TEST. SUBMIT WRITTEN TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER. 8. ELECTRICAL CONTRACTOR SHALL CONNECT EXTERIOR GROUNDING WIRE TO GROUND RING INSIDE EQUIPMENT SHELTER. TOWER CONTRACTOR SHALL MAKE ALL ABOVE GROUND 15. ALL GROUNDING SHALL BE IN ACCORDANCE WITH AT&T'S GROUNDING AND BONDING CONNECTIONS TO TOWER BUSS BARS AND WAVEGUIDE BRIDGES AT THE TIME OF STANDARDS FOR CELL SITES. ALL TESTING SHALL BE CONDUCTED PER AT&T STANDARDS CONNECTION TO THE TOWER. ONE CONNECTION TO THE TOWER BASE SHALL BE A AND COMPLY WITH ALL STATE AND LOCAL CODES, AND THE NATIONAL ELECTRICAL CODE MECHANICAL TYPE. ALL OTHERS SHALL BE CAD WELDED, SEE NOTE 10 BELOW. (NEC). #2 AWG TINNED BCW IN 1/2" FLEX EXISTING CURB TO 12" BELOW GRADE (TYP.) G G G G G G G G':;4 G G G G G G G c #2 AWG SOLID TINNED BCW i G G G FROM GATE POSTS TO COMPOUND RING (TYP. PROPOSED AT&T M mummmm' c� 1 GENERAC GENERATOR ON \\1 EXISTING PARKING 3'-7"x9'-6" CONCRETE \` �.�a\�\.♦\\.mac ;\ ♦\♦\\-:c �2:�\. 18 PROPOSED 6' HIGH PROPOSED AT&T H—FRAME LINES ; PAD CHAINLINK FENCE 7 YI PROPOSED (12) RRUS-11 " 8 TO 10 FT. GROUND #6 AWG FROM PROPOSED ROD WITH INSPECTION NEW 35' STEALTH MOUNTED ON PROPOSED ' PURCELL CABINET TO NEW SLEEVE, TYP. UNIPOLE (BY OTHERS) H—FRAME PROPOSED LTE EQUIPMENT GROUND BAR PROPOSED #6 AWG PURCELL CABINET c PROPOSED 6'x4' GROUND FOR GPS I EXISTING PROPOSED CONCRETE PAD LANDSCAPED \ — #2 AWG GROUND GROUND BAR (� PENINSULA FROM ICE BRIDGE #2 AWG FROM PROOOSED POST (TYP. EQUIPMENT CABINETS TO c� G c G G NEW GROUND RING (TYP.) �' SERVICE ENTRANCE -- -- �,--°---- GROUND EXISTING c c� PARK N G LOT ' < PROPOSED G) DISCONNECT SWITCH 00 O® 1 i 00 00 G" �. PROPOSED AT&T NEW TOWER GROUND G METER RING CONTRACTOR TO G G VERIFY LOCATION ` (� G — G PROPOSED AT&T I ::: -... - : ` ,. `` _ i i _ ���—i I I UTILITY H FRAM E #2 AWG SOLID TINNED BCW FROM COMPOUND GROUND RING TO TOWER GROUND RING (TYP OF 2) #2 AWG SOLID TINNED BCW FROM CORNER FENCE POSTS TO COMPOUND RING (TYP.) 000 00 c o a c G G----= G EXISTING CURB GROUNDING LEGEND: SYMBOL DESCRIPTION • EXOTHERMIC WELD — —G-0— GROUND WIRE ® MECHANICAL CONNECTION c' PROPOSED UMTS PURCELL CABINET G IG NEW TOWER GROUND BAR #6 AWG FROM PROPOSED (THEFT RESISTANT, TINNED CIENA ON H—FRAME TO NEW COPPER), TYP. TELCO GROUND BAR ---1 -4.0- 1 zAwr —� , -- -,\ J c PROPOSED AT&T PPC & TELCO BOX G G G G COMPOUND GROUNDING PLAN AT&T ®, FULL SIZE PLOT SCALE: 1/2" = 1'-0" TRUE HALF SIZE PLOT SCALE: 1/4" = 1'-0" NORTH 0 2' 4' 0 PROPOSED CIENA :• IN \�\� z,... .. at&t... ........ ...... . . . . . . . . . . ............................ AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: �: I Th':u i SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: .fig• �\\`pOabd bOpIXx` ;:�� AV a yd ba �d bd!O+T;R•RRbO�pAR•RPO F6660db, S tin \ �O�WiapOOb1P R3a04.CRnROOMDR<[A000fiRp� �\pAdbAAOdbpA � a`2: IRS \ 4i:\l4 "\• i�•1� our.%��\� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 1 1 / 18/ 13 SHEET TITLE: COMPOUND SHEET NUMBER: E2ml PREPARED FOR: COPPER BONDING CONDUCTORS TOON CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS i N: t&t 3/8 BOLT AND AT&T MOBILITY HARDWARE (TYP.), I 1801 VALLEY VIEW LANE I I FARMERS BRANCH, TX 75234 o 0 CHERRY INSULATOR NOT USED ®o o WHEN DIRECT ATTACHMENT TO TOWER STEEL IS REQUIRED 0 0 ®®o 0 CONSULTANT: o ® o #2 AWG SOLID TINNED COPPER I `` `N etwo rks CONDUCTOR TO COLLECTION GROUND BAR TO GROUND RING 6400 INTERNATIONALPARKWAY (WHERE INSULATORS USED) 000 PLANO, TX 75093 4"x24"x 1 /4" TINNED Tel: (972) 406.9692 COPPER GROUND BAR (HARGER OR APPROVED WALL—MOUNT BRACKET SITE NAME: EQUIVALENT) OR ANGLE ADAPTER (AS REQUIRED) BRENTWOOD 1 GROUND BAR DETAIL NOT USED NOT USED 3SCALE: SITE NUMBER: SCALE: N.T.S.SCALE: N.T.S. N.T.S. HX3573 SITE ADDRESS: ANTENNA PIPE 2504 TEXAS AVE S MOUNT (TYP.) COLLEGE STATION, TX 77840 RRU (TYP.) BRAZOS COUNTY PROPOSED PANEL STAMP: ANTENNA RAYCAP DC2 (AS REQUIRED) DC CABLE yz BUNDLE CLEAR H EAT SHRINK TUBING §3333 3? #2 AWG COPPER GROUND 2 HOLE LU G GREEN INSULATED TYP. - 3/8"-20 HEX BOLT x COAX JUMPER G G #6 GREEN INSULATED aasab°IXba°bbvsaaandedSa pppppppp' SECTOR GROUND BAR BONDING JUMPER '.uC:Obb IXp OabbFSIXdaDbb0td0'dbRRR00°dbRO a 9 BONDED TO TOWER MOUNTED 3/8 "—FLAT WASHER TOWER MOUNT STEEL RAYCAP UNIT (DC12) / — ,dadgpd°add ...r. 1i6. WITH LISTED — as 2 OCCOO C CCG CONNECTOR/CLAMP 0000 G C CGGO 00 000000p,a. _+`:` Jim t i= G G 3/8" EXT. TOOTH DC CABLE JUMPER LOCKWASHER �� PRIMARY GROUND 3/8 —20 HEX NUT o� ` " ����� � �����`• ` BAR/ METAL ®'`�_ ENCLOSURE ��`� `` ��\ \E CONSULTING ENGINEERS, INC. DC CABLE BUNDLE 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC BOND CABLE INSTALLATION NOTES: APPROVED BY: TH SHIELDING TO DATE DRAWN: 07/05/13 GROUND PER MFC 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. G REQUIREMENTS REVISION 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG NO DESCRIPTION BY DATE — CONTACT. A ISSUED FOR 90% REVIEW LC 08/08/13 RAYCAP 3. APPLY ANTI—OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE 0 ISSUED FOR CONSTRUCTION DH 08/23/13 EQUIPMENT G SURGE CLEAN EXCESS COMPOUND. 1 REVISED PER REVIEW DH 09/23/13 GROUND BAR ARRESTOR 2 REVISED PER REVIEW WS 11/18/13 °° °°°°°°°° 000 0000000 4. USE SOLID COPPER WIRE AND MECHANICAL 2—HOLE LUG FOR ALL EXTERIOR 000000000 GROUNDING. TO GROUND— ROUND=RING RING SHEET TITLE: 6601 ELECTRICAL DETAILS GROUNDING SCHEMATIC -TOWER TOP RRU 4 N.T.S. MECHANICAL GROUND CONNECTION N.T.S. 5SCALE:6 NOT USED SCALE. N.T.S. .SCALE: SHEET NUMBER: E300 PREPARED FOR: CHERRY INSULATORat&t` O AT&T MOBILITY 0 0 ® ® v o ® 1801 VALLEY VIEW LANE ® ® o ® o o ® ® o o Q FARMERS BRANCH, TX 75234 GRADE - ° ® ° ® o ° � ® ° ® ° 0 0 O ° o 0°° 0°° o CONSULTANT: `- WARNING TAPE. oCADWELD z:z 30" COAX CABLE (� 1 3/4" 3/4" nNetworks COAX GROUND GROUND RING 2 AWG 76400 INTERNATIONAL PARKWAY BCW SOLID, TINNED .�, .�, .�, .�., .�. .�, SUITE 1000 GROUND R 0 D _ ,�, ,�, ,�, ,�, ,�, � ,�, ,�, ,�, ,� ,�, ,�, ,�, �, ,�, `r PLAN 0, TX 75093 Tel: (972) 406.9692 COPPER CLAD STEEL ROD � � 5/8"0 X 8' LONG MIN. 5/8"0 X10' LONG TYPICAL _ SITE NAME: LOWER COAX ® m GROUND BAR m 7/16"0 X 5/8" BRENTWOOD 0 m 1 3 2 m � � m SITE NUMBER: NOTE: � m NOTES: HX3573 m 1. DEPTH SHALL BE MIN. 18" OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER 1 TINNED COPPER GROUND BUSS BAR, 1 /4"x4"x30", WITH NON -INSULATED MOUNTING IT SITE ADDRESS: 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM OR EQUIVALENT. 2 GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS 2504 TEXAS AVE S THE VERTICAL REQUIRED PLUS PROVIDE 50% SPARE CAPACITY COLLEGE STATION, TX 77840 3 APPLY CONDUCTIVE LUBRICANT (NO -OX COMPOUND OR APPROVED EQUIVALENT) TO BRAZOS COUNTY EXPOSED AREA OF GROUND BAR. STAMP: TYPICAL GROUND ROD DETAIL 1 TYPICAL COAX GROUNDING DETAIL 2- TYPICAL TYPICAL MASTER GROUND BAR DETAIL 3 SCALE. N.T.S. CLE. N.T.S. SCALE: N.T.S. -- � '�.•� baaasPoa k` � xP a aaPa �aaaaaa+a+aRxaaa•a9PaaaRsep$aaRx.dt �angxo Pwo-bx-aaoabcxaPaee:axon xRa� \ P PaPBPPOa�`n�Aa,. � aap r \\ \m , � ' \ 0, ::\ \� i• ,,\\Vii '\41\\ 4\: it \�• 'v \� �\\\\\\ AWG FROM \\\\.. \ Vin;;>;:•} .}}i}:iiii 14 .. .. CONSULTING ENGINEERS, INC. #6 #2 AWG GREEN #6 AWG FROM6 AWG FROM ANTENNA ANTENNA COAX INSULATED FROM ANTENNA COAX COX 19315 FM 2252, STE. 301 PH: (210) 542-5911 ANTENNA MOUNT GARDEN RIDGE, TX 78266 F-13646 22 fl Q DRAWN BY: LC BY: TH �pAPPROVED ®® V ® ®®® ® ® DATE DRAWN: 07/05/13 ® '00' 00' ® ® ® ® 000000"o"o, ®® ®00, ®® ®® ®® REVISION ® ® NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 NEMA TWO HOLE LONG BARREL COPPER COMPRESSION LUG, TO BE 2 REVISED PER REVIEW WS 11/18/13 USED WITH #2 AWG SOLID COPPER CLAD TO TOWER GROUND RING IN 3/4" PVC FLEX CONDUIT (TYP.) SHEET TITLE: NOTE: NOTE: NOTE: GROUNDING DETAILS CONTRACTOR TO UTILIZE ANTI -OXIDATION COMPOUND (THOMAS & BETTS) ON ALL LUG CONTRACTOR TO UTILIZE ANTI -OXIDATION COMPOUND( THOMAS & BETTS) ON ALL LUG CONTRACTOR TO UTILIZE ANTI -OXIDATION COMPOUND THOMAS & BETTS ON ALL LUG ( ) CONNECTIONS. CONNECTIONS. CONNECTIONS. SHEET NUMBER: TYPICAL UPPER GROUND BAR DETAIL 4 TYPICAL MIDDLE GROUND BAR DETAIL (IF REQ'D) 5 TYPICAL LOWER GROUND BAR DETAIL 6 E400 SCALE. N.T.S. SCALE: N.T.S. SCALE: N.T.S. TO SERVICE ELECTRICAL — 3/4" SCH. 80 PVC WITH 1-#2 BARE STRANDED TEST WELL -CADWELD BUSHING PER N.E.C. _10 m TYPICAL GROUNDING ELECTRODE DETAIL X XX X— X X X— X X R5x X_ CADWELD FJ FLEX JUMPER (2/0 OR 4/0) CADWELD TYPE TA GATE POST GATE FRAME CADWELD TYPE VB ALTERNATE GATE POST AND GATE FRAME GROUNDING \—GROUND RING REF. GROUNDING PLAN ON NOTE: SHEET E.03 IT IS NOT NECESSARY TO CONNECT TO THE FENCE FABRIC, TOP RAIL (EXCEPT IN CANADA) OR THE BARBED WIRE IF THE POSTS ARE OF A CONDUCTING MATERIAL. (REF: NESC 93C6) TYPICAL FENCE POST GROUND DETAIL 4 SCA LE: N.T.S. FI CRUSHED GRAVEL #2 AWG TINNED CU (Ty P.) TYPICAL TOWER GROUNDING D L SCALE: N.T.S. MALE SCREW COVER W/ Trrl /,Ai 1 11MMI/' AKIT CADWELD CONNECTION TO TOWER LEG OR TO CROSS BRACING 2'-0" RADIUS BEND (MINIMUM, TYPICAL FINISHED GRADE CADWELD TYPE NC TO GROUND ROD JI LLL VI\VV114 1\\lV TYPICAL INSPECTION WELL DETAIL %% SCALE: N.T.S. OR Y )$ crnl I on nVC DUIT 'VC. EP ELBOW LER �. ��IJDUIT I v SIZE AS INDICATED ON PLANS TYPICAL CONDUIT TRANSITION DETAIL 3SCALE: N.T.S. a TYPE PT TYPE VS TYPE GL TYPE GT TYPE GR TYPE TA TYPE NS TYPE SS r TYPE VB TYPE XA TYPE HA a TYPICAL CADWELD CONNECTIONS V SCALE: N.T.S. so .. - . . - 1�\l-1 at&t i i i . . . . . . . . . . . AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: \`..` .6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: BRENTWOOD SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAM P: �vq '\:e oweaabo,x$ 4.1 aeas yw "o° .� Rh � AAb Ota bp� �d s'aJd:wR-RbaddR•RY60•DdR&Baad�9 �p d %bOOdRSOR.lbtbddPRdbadWRbAb OdlCRa 11� < O l � P ... .. LN \��\\E CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY I DATE A ISSUED FOR 90% REVIEW LC 08/08/13 p JISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW WS 1 1 / 18/ 13 SHEET TITLE: i IiHEET NUMBER: E4ml DIVISION 16 ELECTRICAL SPECIFICATIONS 16000 SCOPE OF WORK: 1. THE REQUIREMENTS PRESENTED IN THESE SPECIFICATIONS PERTAINS TO ELECTRICAL INSTALLATION OF A COMPLETELY NEW POWER RACEWAY SYSTEM FOR THE AT&T WIRELESS INSTALLATION TO THE EXTENT REQUIRED BY THESE CONTRACT DOCUMENT. IN GENERAL, THE ELECTRICAL CONTRACTOR (HEREAFTER ALTERNATELY REFERRED TO AS 'CONTRACTOR') SHALL PROVIDE OR RESTORE THE FOLLOWING EXISTING SYSTEMS: A. CONDUIT AND RACEWAYS FOR ALL DEVICES, EQUIPMENT, GROUND BUSSES AND GROUND RODS INDICATED ON THE ELECTRICAL PLANS. B. CONTRACTOR SHALL RUN FEEDERS SHOWN TO SUPPLY POWER TO ALL EQUIPMENT INDICATED PRIOR TO BID. CONTRACTOR SHALL DETERMINE ANY ADDITIONAL POWER OR GROUNDING WHICH MAY BE REQUIRED DEPENDING ON EQUIPMENT SPECIFIC TO THIS SITE AND BUILDING ENCLOSURE. 2. CONTRACTOR(S) WISHING TO BID THIS WORK SHALL BE ABLE TO DEMONSTRATE A MINIMUM OF 5 YEARS PREVIOUS EXPERIENCE WITH THIS TYPE OF PROJECT AND SHALL, IF REQUESTED, SUPPLY DOCUMENTATION TO SUPPORT THIS REQUIREMENT OF QUALIFICATION. 3. EACH QUALIFIED BIDDER SHALL OBTAIN ALL PROPER BID FORMS AND SHALL VISIT THE SITE TO DETERMINE ACTUAL EXISTING CONDITIONS PRIOR TO PREPARING A BID. 4. CONTRACTOR SHALL NOTE THAT IF THIS CURRENTLY HOSTS ONE OR MORE OTHER TENANTS WITH TELEPHONE AND/OR ELECTRICAL SERVICE, CONTRACTOR SHALL NOT CAUSE LOSS OF POWER, COMMUNICATION OR ANY REQUIRED SERVICES TO AT&T WIRELESS OR ANY OTHER SITE OCCUPANT IN ANY MANNER WITHOUT EXPRESS WRITTEN DIRECTION BY AT&T WIRELESS CONSTRUCTION SUPERVISION. THE CONTRACTOR SHALL BE LIABLE FOR ANY LOSS OF REVENUE TO ANY SITE OCCUPANT BECAUSE OF ANY NONSCHEDULED OUTAGES AS DETERMINED BY CONTRACT AGREEMENT WITH AT&T WIRELESS. 16001 GENERAL: 1. IT IS THE INTENTION OF THESE SPECIFICATIONS AND THE RELATED PLANS TO SHOW COMPLETE, PROPERLY FUNCTIONING SYSTEMS. ALL SYSTEMS, WIRING AND RACEWAYS SHALL BE INSTALLED PER NFPA-70 (APPLICABLE) AND AUTHORITY HAVING JURISDICTION 16002 SPECIAL CONDITIONS FOR ELECTRICAL WORK: 1. THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THESE PLANS, SPECIFICATIONS, AND CONTRACTS ARE ISSUED FOR INFORMATION TO BE COMPLIED BY THE ELECTRICAL CONTRACTOR AND ANY OR ALL SUBCONTRACTORS AND TRADES EMPLOYED ON THIS PROJECT BY THE ELECTRICAL CONTRACTOR, HEREAFTER REFERRED TO AS CONTRACTOR. 2. THE TERM "CONTRACTOR" IN THIS SECTION REFERS TO THE CONTRACTOR WHOSE WORK IS COVERED BY THIS ELECTRICAL SPECIFICATION. 3. ALL WORK SHALL BE DONE AND TESTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND WITH LOCAL AND NATIONAL CODES. REPORT SUPPOSED CONFLICTS WITH PLANS AND SPECIFICATIONS IMMEDIATELY TO THE CONSTRUCTION SUPERINTENDENT WHO WILL ISSUE INSTRUCTIONS OR ADDENDA TO RESOLVE SUCH CONFLICT. IN NO CASE SHALL A CONTRACTOR BASE ITS BID ON WORK THAT WILL NOT BE ACCEPTABLE TO CODE AND THESE CONTRACT DOCUMENTS. NO CONSIDERATION SHALL BE GIVEN TO REQUESTS FOR EXTRA COMPENSATION TO BRING THE BASE WORK INTO CONFORMANCE WITH THESE DOCUMENTS. 4. ALL MATERIAL FOR WHICH THERE IS A CATEGORY FOR TESTING BY UL OR CSA SHALL BE SO TESTED, LISTED AND LABELED. 5. AS MENTIONED ABOVE, IT IS THE INTENT OF THESE DOCUMENTS TO PRODUCE'`'A COMPLETE AND FINISHED ELECTRICAL SYSTEM TO THE EXTENT SHOWN IN THESE CONTRACT DOCUMENTS. THE AT&T WIRELESS CONSTRUCTION MANAGER SHALL BE THE FINAL AUTHORITY FOR ACCEPTANCE OF THE WORK. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES AND WITH HIS SUBCONTRACTORS AS NECESSARY TO PROVIDE A FINAL AND COMPLETE ELECTRICAL INSTALLATION. 6. THE CONTRACTOR SHALL EMPLOY ONLY SKILLED, EXPERIENCED, AND WHEN REQUIRED, LICENSED SUB CONTRACTORS AND WORKERS. MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, IN ACCORDANCE WITH THE BEST TRADE PRACTICES AND IN A NEAT AND WORKMAN .LIKE MANNER. WORK WHICH IN THE OPINION OF THE CONSTRUCTION MANAGER DOES NOT CONFORM TO THE INTENT OF THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7. THE PLANS AND DETAILS ARE DIAGRAMMATIC IN NATURE. COORDINATE THE LOCATION OF ITEMS NOT CLEARLY DIMENSIONED WITH THE CONSTRUCTION SUPERINTENDENT. 8. SECURE ALL NECESSARY PERMITS, LICENSES AND INSPECTIONS AND PAY ALL REQUIRED FEES, TESTS AND WAGE SCALES THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INCLUDE THE FINAL INSPECTION CERTIFICATE IN FINAL DOCUMENTS. 9. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE EXISTING SITE CONDITIONS. HE SHALL VISIT THIS SITE (BY APPOINTMENT) AT ANY REASONABLE TIME. 10. LOCATIONS OF UTILITY CONNECTIONS SHOWN ON THE SITE ARE APPROXIMATE AND ARE BASED ON SITE OBSERVATIONS. ACTUAL UTILITY CONNECTIONS AND EXACT LOCATIONS MAY VARY SLIGHTLY. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES INVOLVED PRIOR TO BID TO CONFIRM THE ACTUAL C CONDITIONS OF CONNECTION. THE CONTRACTOR SHALL INCLUDE IN HIS BID THE ACTUAL CONDITIONS OF CONNECTION AND ANY FEES REQUIRED BY THE UTILITY FOR PROPOSED NEW 200 AMP, 240/120 VAC SINGLE PHASE UTILITY SERVICE THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL COMPANY CONCERNING ITEMS WHICH HE MUST PROVIDE AND THE CONSTRUCTIONS SCHEDULE. 11. AFTER COMPLETION OF THE WORK AND BEFORE FINAL INSPECTION, THE CONTRACTOR SHALL THOROUGHLY CLEAN EACH EXPOSED DEVICE, PIECE OF EQUIPMENT AND FIXTURE TO THE SATISFACTION OF THE CONSTRUCTION SUPERINTENDENT. 12. THE CONTRACTOR SHALL SUBMIT ALL MATERIALS LISTED BELOW TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. FAILURE TO OBTAIN APPROVAL ON MATERIAL SHALL BE CAUSE FOR CONTRACTOR TO REMOVE ANY MATERIALS NOT APPROVED AND REPLACE THEM AT HIS OWN EXPENSE AND WITH NO ALLOWANCE IN THE TIME ALLOWED FOR CONSTRUCTION. SUBMITTALS: (PROVIDE IN QUANTITY REQUESTED BY THE CONSTRUCTION MANAGER) THE FOLLOWING MINIMUM ITEMS SHALL BE SUBMITTED AT THE SAME TIME UNDER ONE COVER IN THE ORDER LISTED: TAB ONE: WIRE, CONDUIT, GROUND RODS, GROUND BUSSES, ELECTRICAL (CAD)WELD DEVICES, METALLIC SHEATHED FLEXIBLE CONDUIT, OUTLET AND PULL BOXES. TAB TWO: SWITCHES, ENCLOSURES, CABINETS, TIMERS, AND RECEPTACLES TAB THREE:PANEL BOARDS, DISCONNECT SWITCHES (DESIGNATE USE OF EACH), FUSES, AND CIRCUIT BREAKERS OR OTHER CONTROL DEVICES. 13. THE CONTRACTOR SHALL GUARANTEE THAT ALL WORK PERFORMED UNDER THIS CONTRACT IS FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR ONE YEAR (MINIMUM) FOLLOWING FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL RESPOND TO REQUESTS FOR SERVICE IN A TIMELY MANNER APPROPRIATE TO THE SERVICE REQUESTED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY ITEMS FOUND TO BE DEFECTIVE WITHIN THE GUARANTEE PERIOD AT NO COST TO THE OWNER. 14. THE CONTRACTOR SHALL MAINTAIN ON THE SITE A SET OF CONSTRUCTION DOCUMENTS MARKED IN RED TO SHOW THE ACTUAL CONDITIONS OF CONSTRUCTION. LOCATIONS OF EQUIPMENT AND ROUTING OF SYSTEMS SHALL BE ACCURATELY RECORDED DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL FORWARD A REPRODUCIBLE COPY OF THE RECORD DRAWINGS TO AT&T WIRELESS AT THE COMPLETION OF CONSTRUCTION AND SHALL MAINTAIN THE ORIGINAL RECORD DRAWINGS FOR USE DURING THE GUARANTEE PERIOD. FINAL PAY REQUEST SHALL NOT BE APPROVED WITHOUT THIS FINALIZED INFORMATION IN ACCORDANCE WITH AT&T WIRELESS CLOSE OUT INSTRUCTIONS. 16002 SPECIAL CONDITIONS FOR ELECTRICAL WORK (CONT): 15. IN ADDITION TO THE ABOVE REQUIRED RECORD DRAWINGS, THE CONTRACTOR SHALL FURNISH TO AT&T WIRELESS AT THE COMPLETION OF THE WORK THE FOLLOWING DOCUMENTS: TEST REPORTS, WARRANTIES, OPERATIONS AND MAINTENANCE MANUALS AND INFORMATION: A. A CERTIFICATE OF GUARANTEE/WARRANTY SHOWING THE DATES OF BEGINNING AND ENDING OF THE WARRANTY B. DOCUMENTS PERTINENT TO THE GUARANTEES AND WARRANTIES OF MANUFACTURERS. C. WRITTEN INSTALLATION INSTRUCTIONS FOR EQUIPMENT INSTALLED ON THE PROJECT. D. THREE SETS OF CUT SHEETS FOR EACH PIECE OF EQUIPMENT INSTALLED FOR ELECTRICAL SYSTEMS. E. CERTIFIED RESISTANCE MEASUREMENT DATA AND DRAWINGS USED DURING CONSTRUCTION. 16. ALL MATERIALS SHALL BE NEW AND OF DOMESTIC, OR IF APPROVED, NAFTA MANUFACTURE. ALL ITEMS OF THE SAME TYPE ON THE PROJECT SHALL BE OF THE SAME MANUFACTURER. 17. PRODUCTS OF VARIOUS MATERIALS AND EQUIPMENT ARE SPECIFIED IN ORDER TO ESTABLISH A STANDARD OF QUALITY AND A BASIS OF DESIGN. OTHER SIMILAR MATERIALS MAY BE ACCEPTABLE AS SUBSTITUTIONS PROVIDED THEY MEET THE SAME STANDARDS OF QUALITY AND DESIGN CRITERIA IN THE OPINION OF THE ENGINEER ALTERNATE ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THE DECISION OF THE ENGINEER REGARDING ACCEPTABILITY SHALL BE FINAL. THE CONTRACTOR SHALL BEAR ALL COSTS, INCLUDING THAT OF OTHER TRADES AND THE DESIGN TEAM, ASSOCIATED WITH ACCOMMODATIONS FOR PERMITTED SUBSTITUTIONS. 16123 WIRE AND CABLE 1. ALL WIRE AND CABLE SHALL BE COPPER OF AT LEAST 98% CONDUCTIVITY. 2. ALL INSULATION SHALL BE TYPE THWN EXCEPT TYPE THW MAY BE USED FOR SIZES LARGER THAN #6 AWG. 3. NO WIRE SMALLER THAN #12 AWG MAY BE USED EXCEPT THAT CONTROL CIRCUIT MAY BE #14. 4. A STRICT METHOD OF COLOR CODING SHALL BE MAINTAINED. UNLESS THE AUTHORITY HAVING JURISDICTION HAS A DIFFERENT STANDARD, THE FOLLOWING SHALL BE MAINTAINED: A PHASE: BLACK; B PHASE: RED; (AND WHERE USED,) C PHASE: BLUE; NEUTRAL: WHITE; GROUND: GREEN; SWITCH LEG: BROWN: TRAVELERS: BROWN. 5. WIRE CONNECTORS FOR #8 AND SMALLER MAY BE SPRING STEEL CONNECTORS. SPLIT BOLT CONNECTORS WITH RUBBER AND VINYL TAPE SHALL BE USED FOR SIZES LARGER THAN #8. POWER DISTRIBUTION BLOCKS MAY BE USED FOR ANY SIZE CONDUCTOR FOR WHICH IT IS LISTED. 6. UL LISTED WIRE PULLING LUBRICANT SHALL BE USED ON ALL RACEWAY INSTALLATIONS. 16130 RACEWAY SYSTEMS 1. ALL WIRING ABOVE GRADE OR OTHERWISE EXPOSED SHALL BE IN METALLIC CONDUIT. TYPE MC CABLE OR FLEXIBLE CONDUIT MAY NOT BE USED UNLESS SHOWN OR REQUIRED BY THESE SPECIFICATIONS EMT, GALVANIZED INTERMEDIATE AND RIGID CONDUIT ARE ALL ACCEPTABLE WIRING MATERIALS FOR ABOVE GRADE PROVIDED THEY ARE ACCEPTABLE TO LOCAL CODE ENFORCEMENT. 2. ALL FITTINGS SHALL BE COMPRESSION TYPE OR SCREW TYPE AND MAY NOT BE DIE CAST SET SCREW. 3. CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC WITH MATCHING FITTINGS EXCEPT THAT ELBOWS AND VERTICAL CONDUITS IN CONTACT WITH EARTH WHICH ARE LIKELY TO BE DAMAGED BY EXCESSIVE PULLING ROPE TENSION MAY BE PLASTIC WRAPPED INTERMEDIATE OR RIGID GALVANIZED STEEL.. 4. EXPOSED CONDUIT OUTDOORS ABOVE GRADE OR IN DAMP LOCATIONS SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METALLIC CONDUIT. 5. ULTRAVIOLET PROTECTED PLASTIC COATED FLEXIBLE METAL CONDUIT MAY BE: USED WHERE INDICATED AND OTHERWISE FOR THE CONNECTION OF ROTATING OR VIBRATING EQUIPMENT. SUCH EQUIPMENT LOCATED OUTDOORS OR IN DAMP LOCATIONS SHALL BE CONNECTED WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT USING LISTED FITTINGS. 6. MINIMUM COVER FOR OUTDOOR CONDUITS SHALL BE 36 INCHES. NOTE: UTILITY CONDUITS MAY HAVE A GREATER DEPTH REQUIREMENT. 16250 GROUNDING 1. ALL EQUIPMENT AND SERVICE ENTRANCE GROUNDING SHALL BE PER NFPA-70 CURRENT EDITION AS ADOPTED BY LOCAL AUTHORITY HAVING JURISDICTION ON THIS PROJECT. PER ARTICLE 250 AS WELL AS OTHER APPLICABLE STANDARDS SUCH AS THE NATIONAL ELECTRICAL SAFETY CODE, NFPA 780 (LIGHTNING PROTECTION) AND AT&T WIRELESS STANDARDS ON EQUIPMENT GROUNDING. 16400 WIRING DEVICES 1. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE RATED AT 20 AMPS. 2. PROVIDE DEVICES AS SHOWN ON DOCUMENTS. CONSULT WITH CONSTRUCTION MANAGER AND OTHER TRADES FOR EXACT LOCATION OF OUTLETS. WHERE OUTLETS SERVE A SPECIFIC PIECE OF EQUIPMENT AND WHERE POSSIBLE, CONCEAL OUTLET BEHIND THAT EQUIPMENT. 16500 PANEL BOARDS: VERIFY PROVIDED BY AT&T WIRELESS (OR CONTRACTOR) AND INSTALLED BY THIS CONTRACTOR. 1. VERIFY THAT THE INTERRUPTING RATING OF CIRCUIT BREAKERS SHALL BE GREATER THAN THE AVAILABLE FAULT CURRENT. VERIFY THE AVAILABLE FAULT CURRENT WITH THE SERVING ELECTRICAL UTILITY. 2. PROVIDE SOLID NEUTRALS ON ALL PANELS AND MAIN SERVICE ENTRANCE DISCONNECT (IF MAIN SERVICE DISCONNECT REQUIRED). 3. PROVIDE 1" BLACK MICARTA TAGS WITH 1/2" WHITE LETTERS FOR EACH PANELBOARD AND DISCONNECT MATCHING PROJECT DOCUMENTATION. TAGS SHALL BE "POP-RIVETTED" THROUGH PANEL COVER. 16600 LIGHTING FIXTURES (IF SHOWN) 1. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE DOCUMENTS. QUESTIONS ON LIGHT FIXTURE TYPES SHALL BE DIRECTED TO AT&T WIRELESS FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES. 2. FASTEN EACH LIGHTING FIXTURE TO AN OUTLET BOX OR STRUCTURAL FRAMING. INCLUDE ALL NECESSARY HARDWARE AND SUPPORTING DEVICES TO ACCOMPLISH THIS. 3. PROVIDE NEW LAMPS OF THE TYPE RECOMMENDED BY THE PLANS AND SPECIFICATION AT THE TIME OF FINAL ACCEPTANCE. 4. ALL LIGHTING FIXTURES SHALL BE CLEAN AND FULLY OPERATIONAL AT THE TIME OF FINAL ACCEPTANCE. 16700 EQUIPMENT CONNECTIONS 1. PROVIDE ELECTRICAL POWER AND LIGHTING CONNECTIONS FOR ALL EQUIPMENT ON THE PROJECT WHETHER FURNISHED BY THIS CONTRACTOR OR OTHERS. 2. CAREFULLY RESEARCH THE DOCUMENTS AND CONSULT WITH OTHERS TO DETERMINE THE REQUIREMENTS FOR CONNECTIONS. 16900 SPECIAL MODULAR CELL INSTALLATION GROUNDING INTEGRITY AND IMPEDANCE TESTING: 1. CONTRACTOR SHALL PRESENT MEASUREMENTS SHOWING CERTIFIED THIRD PARTY GROUND IMPEDANCE TESTING AS REQUIRED BY THE CONTRACT DOCUMENTATION. TESTING PER ANSI/IEEE STD 81-1983, IEEE GUIDE FOR MEASURING EARTH RESISTIVITY SHALL BE AS APPROVED BY AT&T WIRELESS CONSTRUCTION MANAGEMENT. 2. THIS INSTALLATION SHALL BE GROUNDED WITH AN INTEGRATED (MULTI -POINT) GROUNDING SYSTEM. 3. SURGE PROTECTION SHALL BE AT&T WIRELESS APPROVED EQUIPMENT. IT SHALL BE BONDED TO A GROUND BAR AT THE SERVICE ENTRANCE POINT THAT IS CONNECTED DIRECTLY TO THE GROUNDING ELECTRODE SYSTEM. 4. REVIEW EXISTING INSTALLATION AND FOLLOW AT&T WIRELESS CELL SITE GROUNDING AND LIGHTNING PROTECTION STANDARDS REPORT PERCEIVED DIFFICULTIES WITH MEETING THIS CRITERIA WITH AT&T WIRELESS CONSTRUCTION MANAGEMENT. OTHER REQUIRED STANDARDS SHALL BE: NFPA-780 STANDARD FOR INSTALLATION OF LIGHTNING SYSTEMS AND POLYPHASER EQUIPMENT; AND, "THEE GROUNDS FOR LIGHTNING PROTECTION AND EMP PROTECTION", SECOND EDITION BY ROGER R. BLOCK. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE BONDING STRAPS, CAD WELDING AND HARDWARE FOR EACH SEPARATE PIECE OF THE EQUIPMENT MOUNTING PLATFORM TO ASSURE THAT ALL PIECES ARE ELECTRICALLY CONNECTED. SUCH CONNECTIONS SHALL BE MADE AND TESTED TO DEMONSTRATE LOW ELECTRICAL RESISTANCE ACCEPTABLE TO AT&T WIRELESS BETWEEN ANY TWO POINTS ON THE PLATFORM, MOUNTS OR STRUCTURE. III AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: 1`:\,�,, ,, 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: - I z I I f 0 w 14'k SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY 00 *z a q ^+�%ssaat+Rasaaaggstraa�nsse�a�'%e� ,x Oq%Of.....l..... ggilOOqpx %OOVIl..1N � 006'pOPOOa%^ � k g%\ \� :•:: 110 "ka \\\ :.` ......... ... \\\\�� CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: LC APPROVED BY: TH DATE DRAWN: 07/05/13 REVISION NO DESCRIPTION BY DATE A ISSUED FOR 90% REVIEW LC 08/08/13 0 ISSUED FOR CONSTRUCTION DH 08/23/13 1 REVISED PER REVIEW DH 09/23/13 2 REVISED PER REVIEW JWS 11/18/13 SHEET TITLE: ELECTRICAL SPECIFICATIONS SHEEP NUMBER: NATIVE AND ADAPTIVE PLANTING LEGEND/SCHEDULE: CANOPY AND ORNAMENTAL TREES: QTY.* COMMON AND SCIENTIFIC NAME SPECIFICATIONS POINT VALUE POINT POINTS PER PROJECT AREA: 650 TOTAL SQ. FT OF SITE AREA 650/1000=0.65 0.65X30=19.5 POINTS 2 SHUMARD RED OAK 65 GALLON, 31/2"-4" CAL. 300 600 ® Quercus shumardii 12'-14' HT, 6'-8' SPR, FULL, STRAIGHT TRUNK 800 PT. TOTAL MINIMUM REQUIRED 930 PT. PROPOSED *100% OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN ALL PARKING LOT SHRUBS AND ORNAMENTAL GRASSES: ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS OF WAYS, AND ADJACENT PROPERTY DISTURBED BY \ 20 INDIAN HAWTHORN 5 GALLON, PLANT 24" O.C. AS SHOWN 10 200 CONSTRUCTION. Raphiolepis indica 18"-20" HT, 18"-20" SPR, WELL ROOTED, FULL *EXISTING IRRIGATION WILL BE MODIFIED TO SERVICE NEW PLANTING AREA. MODIFICATIONS WILL BE INSTALLED BY A CERTIFIED IRRIGATION CONTRACTOR. 13 WAX MYRTLE 7 GALLON, PLANT 5' O.C. AS SHOWN 10 *CONTRACTOR SHALL BE RESPONSIBLE FOR ALL Myrica pusilla 4'-5' HT, 2'-3' SPR, WELL ROOTED, FULL PLANT QUANTITIES. IF QUANTITY GIVEN IN PLANT SCHEDULE DIFFERS FROM WHAT IS SHOWN ON THE DRAWINGS, REFER TO THE CVIQTIAIr+_ iURB FREE AN 'ING TO G -VI IV IVInI\V I.{�V v/-... (65 GALLON) ?013 ;, iQN .000 t. \�\�\``�at&t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: %joodman Networks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: I -=I Z4 qlfi��> SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY SIAM P: ..P�EOF. Eq1 r /0,' • ••�• X111 • ........... iP MARI 8. VITRO iO �......................../ <� 2197 11"9'' Fc � •� �'r VITRO DESIGN STUDIO LANDSCAPE ARCHITECTURE 2822 Russett Place West 832-621-6475 / 281-412-6446 Pearland, Texas 77584 www.vitrodesignstudio.com \g , \\\\, �� 0\ CO'NSU�LTING. EN�G'I�NEE.RS, 'LNC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: JL APPROVED BY: MV DATE DRAWN: 09/25/13 i REVISION NO DESCRIPTION BY DATE t 0 ISSUED FOR CONSTRUCTION JL 09/25/13 1 CITY COMMENT REV. JL 1 1/ 15/ 13 SHEET TITLE: LANDSCAPE SHEET NUMBER: L1.1 PLANTING NOTES: 1. PROVIDE SAMPLES AND/OR PHOTOGRAPHS WITH A SCALE REFERENCE OF EACH PLANT SPECIES FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE. ANY PLANT MATERIAL, AT ANY TIME THROUGHOUT CONSTRUCTION, MAY BE REJECTED. REJECTED MATERIAL SHALL BE ATTENDED TO OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 2. AREAS TO RECEIVE TREES SHALL BE GRADED TO FINISH GRADE. PLANTING AREAS SHALL BE FINE GRADED BEFORE THE INSTALLATION OF PREPARED SOIL MIX AND PLANT MATERIAL. ALL GRADED AREAS SHALL PROMOTE POSITIVE DRAINAGE. 3. TREES SHALL BE SPECIMEN QUALITY. SHRUBS SHALL BE FULL AND WELL ROOTED. EACH PLANT SPECIES SHALL BE MATCHING IN SIZE AND CHARACTER AND OBTAINED FROM THE SAME SOURCE. CALIPER OF MULTI -TRUNK TREES REFERS TO THE CALIPER OF MAJOR TRUNKS; SMALLER TRUNKS MUST BE AT LEAST 1/2 SIZE OF THE MAJOR TRUNKS. 4. MAINTAIN PLANT MATERIAL THROUGHOUT CONSTRUCTION. KEEP ALL PLANT MATERIAL WATERED AND PROTECTED FROM THE ELEMENTS. DECLINING MATERIAL SHALL BE ATTENDED TO OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. ALL LAWN AREAS TO RECEIVE SOLID BERMUDA SOD STRIP AT BACK OF CURB, ALONG ALL PAVED AREAS, AND ALONG ALL PLANTING AREAS. REMAINING LAWN AREAS TO RECEIVE RECEIVE BERMUDA GRASS HYDROMULCH UNLESS OTHERWISE NOTED. LAWN ARI CUT BED EDGE (SECTION) CONCRETE SHALL ACT AS EDGE TO CONTAIN PLANTING AREA CONCRI CREATE SWALE TO AID IN DRAINAGE FOR PLANTING AREA PLANTING AREA SHALL BE SLIGHTLY = ABOVE LAWN AREA C SHRUB PLANTING (SECTION) 2" DEPTH, SHREDDED HARDWOOD MULCH _ 4" MIN. 2" TO 4" MIN. DEPTH, PREPARED SOIL MIX SCARIFY BOTTOM OF PLANTING AREA EXISTING SUBGRADE 1"=1'-0" PLANTING AREA SHALL BE SLIGHTLY HIGHER THAN TOP OF CONCRETE 2" DEPTH, SHREDDED HARDWOOD MULCH 2" 2" TO 4" MIN. 2" TO 4" MIN. DEPTH, PREPARED SOIL MIX SCARIFY BOTTOM OF PLANTING AREA EXISTING SUBGRADE PLANTING AREA AT CONCRETE (SECTION) 1" = 1'-0" TOP OF ROOT SHALL BE SLIGHTLY HIGHER THAN TOP OF SOIL MIX 2" DEPTH, SHREDDED HARDWOOD MULCH rO 4" MIN. 2" TO 4" MIN. DEPTH, PREPARED SOIL MIX SCARIFY BOTTOM AND SIDES OF PLANTING AREA COMPACTED SUBGRADE PEDESTAL EXISTING SUBGRADE TREE PLANTING (SECTION) 1 If = 1 '-0" 3/16" DIA. GALVANIZED STEEL WIRE CABLES AVOID TIGHT WIRES AS THEY PREVENT NATURAL SWAY 8' PINE LODGE POLES, PAINTED GREEN SET MIN. 3' DEPTH IN FIRM GROUND POLES TO BE EVEN AND PARALLEL TOP OF ROOT SHALL BE SLIGHTLY HIGHER TO FINISH GRADE ELEVATION 2" DEPTH, SHREDDED HARDWOOD MULCH 4" HT, 12" WIDE SOIL SAUCER PREPARED SOIL MIX 411111 — IF TREE IS BALL AND BURLAP: CUT ROPES AT TOP OF BALL, REMOVE TOP 1/3 OF BURLAP, AND REMOVE ALL NON -BIODEGRADABLE MATERIAL PREPARED SOIL MIX SCARIFY BOTTOM AND SIDES OF PLANTING AREA COMPACTED SUBGRADE PEDESTAL EXISTING SUBGRADE 1 If = 1 1-0" at&t . . . . . . . . . . . AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: GoodmanNetworks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: BRENTWOOD SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: 0 F�TFk'�s 111 '. is + iP MARI B. VITRO I....................:.. 11 1�ti MAPF ARG~� VITRO DESIGN STUDIO LANDSCAPE ARCHITECTURE 2822 Russett Place West 832-621-6475 / 281-412-6446 Pearland, Texas 77584 www.vitrodesignstudio.com ANN CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F-13646 DRAWN BY: JL APPROVED BY: MV DATE DRAWN: 09/26/13 REVISION NO DESCRIPTION BY DATE 0 ISSUED FOR CONSTRUCTION JL 09/26/13 SHEET TITLE: LANDSCAPE SHEET NUMBER: L1.2 NATIVE AND ADAPTIVE PLANTING LEGEND/SCHEDULE: CANOPY AND ORNAMENTAL TREES: QTY.* COMMON AND SCIENTIFIC NAME SPECIFICATIONS POINT VALUE POINT POINTS PER PROJECT AREA: 650 TOTAL SQ. FT OF SITE AREA 650/1000=0.65 0.65X30=19.5 POINTS SHUMARD RED OAK 2 65 GALLON, 3 1/2"-4" CAL. ® Quercus shumardii 12'-14' HT, 6'-8' SPR, FULL, STRAIGHT TRUNK 300 600 800 PT. TOTAL MINIMUM REQUIRED 930 PT. PROPOSED *100% OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN ALL PARKING LOT SHRUBS AND ORNAMENTAL GRASSES: ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS OF WAYS, AND ADJACENT PROPERTY DISTURBED BY INDIAN HAWTHORN 5 GALLON, PLANT 24" O.C. AS SHOWN CONSTRUCTION. 20 Raphiolepis indica 18"!!!20" HT, 18"-20" SPR,; WELL ROOTED, FULL 10 200 -- -_ *EXISTING IRRIGATION WILL BE MODIFIED TO SERVICE NEW PLANTING AREA. MODIFICATIONS WILL BE INSTALLED BY A CERTIFIED IRRIGATION CONTRACTOR. 13 WAX MYRTLE Myrica pusilla 7 GALLON, PLANT 5' O.C. AS SHOWN 4'-5' HT, 2'-3' SPR, WELL ROOTED, FULL 10 *CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANT QUANTITIES. IF QUANTITY GIVEN IN ria PLANT SCHEDULE DIFFERS FROM WHAT IS SHOWN ON THE DRAWINGS, REFER TO THE rrnnnw�r—ter% -riI—------,.-n.�.�.. r%/lc%-riKIr+ CURB c •im AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONSULTANT: �joocj Man Networks 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (972) 406.9692 SITE NAME: BRENTWOOD SITE NUMBER: HX3573 SITE ADDRESS: 2504 TEXAS AVE S COLLEGE STATION, TX 77840 BRAZOS COUNTY STAMP: s�E OF r00* 00 SSP. ••'•9J'11 t MARI B. VITRO ........................ P197 a:•� �� titi`dCA�sTE G•��i ti VITRO DESIGN STUDIO LANDSCAPE ARCHITECTURE 2822 Russett Place West 832-621-6475 / 281-412-6446 Peariand, Texas 77584 www.vitrodesignstudio.com / / / r E . E IV" E L 5 CONSULTING ENGINEERS, INC. 19315 FM 2252, STE. 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 -- F-136;46 DRAWN BY: JL APPROVED BY: MV 'ORDATE DRAWN: 09/25/13 I REVISION 'E NO DESCRIPTION BY DATE 0 ISSUED FOR CONSTRUCTION JL 09/25/13 1 CITY COMMENT REV. JL 11/15/13 L -VI IV IVIPII\LJ 1 (65 GALLON) SHEET TITLE: LANDSCAPE SHEEP NUMBER: L1.1