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HomeMy WebLinkAboutCNEW2007-02696c n N I 0 R n 3 Mobile0 SITE NAME SPRINT / GREENS PRAIRIE CONFIGURATION: 3+2+2 CLUSTER #: 39 SITE NUMBER CO—LOCATE/MONOPOLE A3K0032A LATITUDE: N 30.5778• LONGITUDE: W 96.2447' GENERAL NOTES I. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, PROCEDURES AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 2. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL SERVICE, AND OVERALL COORDINATION. J. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES CONFLICTS OR OMISSIONS, ETC, SHALL BE REPORTED TO T-MOBILE BEFORE PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT, SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT OR BUILDING OWNER, OR OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY. IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE YMICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 6. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN -VP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY. 7. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY -OF THE OWNER TO ORIGINAL CONDITION OR BETTER. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTIUTIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED PER CHAPTER 33 OF THE I.B.C. 10. THE CONTRACTOR DURING CONSTRUCTION SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET FACILITIES AS REWIRED BY THE CITY OR GOVERNING AGENCY. 11. ALL CONSTRUCTION WORK SHALL CONFORM TO THE I.B.C. AND ALL OTHER GOVERNING CODES, ALONG WITH THE GOVERNING RESTRICTIVE CODES. 17- THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL LOCAL CODE REGULATIONS AND STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS REFER TO THE CODES SECTION OF THIS SHEET. 13. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO THE OWNER. 14. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF -SITE, OR DO ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. I& CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS WITH THE CONTRACT DOCUMENTS AND THE FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. IS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REWIRED TO SUIT JOB CONDITIONS. AND SHALL BE INCLUDED AS PART OF THE WORK. 17. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 18. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL OTHER ITEMS REQUIRING THE SAME. 20. CITY APPROVED PLANS SMALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISE AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 21. ALL CONDUIT AND CABLE RUNS ARE DRAWN DIAGRAMATICALLY. CONTRACTOR SHALL RUN CONDUITS AND CABLES IN THE BEST POSSIBLE ROUTE, FOLLOWING THE DRAWINGS AS TO SUPPORT AND EQUIPMENT. EQUIPMENT NOTES I. ALL RADIO EQUIPMENT PLACEMENT AND INSTALLATION IS BY EQUIPMENT SUPPLIER WHO IS RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT RELATES TO THE RADIO EQUIPMENT. 2. ALL GROUNDING CONNECTIONS SHALL BE PROJECT DATA THE B.T.S. SITE SHALL BE CONSTRUCTED UNDER THE FOLLOWING STANDARDS NTH SITE SPECIFIC MODIFICATIONS. 1. THE ENTIRE WORK AREA SHALL BE IDENTIFIED AND EXISTING CONDITION DOCUMENTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT, DOCUMENTATION SHALL CONSIST OF A WRITTEN AND PHOTOGRAPHIC REPORT CITY OF COLLEGE STATION Building Inspection Department Received of 6/0 7 Reviewed I, L/ O7 CODES ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE: 1A INDUSTRIAL CODE (ANSI) 1.2 OCCUPATIONAL SAFETY AND HEALTH STANDARDS (OSHA) 1.3 NATIONAL ELECTRICAL CODE 1.4 INTERNATIONAL BUILDING CODE 2003 I PROJECT INFORMATION I SITE TYPE: EXISTING MONOPOLE TOWER WITH NEW RELATED UNMANNED COMMUNICATION EQUIPMENT UNDERNEATH. SITE INFORMATION: JURISDICTION: CITY OF COLLEGE STATION OCCUPANCY: COLO UNMANNED ZONING: N/A CONSTRUCTION TYPE: MONOPOLE TOWER/COLD PROJECT TEAM LANDLORD SPRINT ENGINEERING CONSULTING JRH CONSULTING GROUP INC. TOWNE CROSSING 1 3819 TOWNE CROSSING, SUITE 203 MESQUITE, TX 75150 PHONE: 972-385-8292 FAX: 972-385-3451 RF ENGINEER ZONING/LEASING CONSTRUCTION ENGINEER OPERATIONS FIXED NET UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-245-4645 TWO WORKING DAYS BEFORE YOU DIG APPLICANT NOKIA SIEMENS NETWORKS 6000 CONNECTION DR. IRVING, TX 75039 PHONE: (972) 894-5000 TOWER ENGINEER BY OTHERS VICINITY MAP DRIVING DIRECTIONS: I FROM TM SWITCH, GO WEST ON BIN 8 TO HWY 290 TO HEMPSTEAD, TX. TAKE HWY 6 NORTH TO BRYAN, TX. AS YOU DRIVE INTO BRYAN, TAKE THE GREENS PRAIRIE EXIT, GO EAST FOR 1/6 MILES ON GREENS PRAIRIE RD TO THE INTERSECTION WITH ROCK PRAIRIE RD. GO NORTH (LEFT) ON ROCK PRAIRIE RD FOR 0.2 MILES. THE M/P IS ON THE RIGHT ABOUT 400' OFF THE ROAD. SHEET INDEX T-1 TITLE SHEET C-1 ENLARGED SITE PLAN C-2 ELEVATION & RF NOTES C-3 RF DATA SHEET & ANTENNA DETAILS C-4 RF PLUMBING DIAGRAM C-5 DETAILS C-6 GENERAL EQUIPMENT CONFIGURATION C-7 FLEXI DETAILS E-1 ELECTRICAL NOTES & SPECIFICATIONS E-2 ELECTRICAL, GROUNDING PLAN & NOTES E-3 POWER ONE -LINE DIAGRAM E-4 GROUNDING DETAILS CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS PER NOTES ON PLANS/SHEETS _ BYIi/KG%s� rid DA �� i I OF •••.........F�p BRIAN • A. McCALLISTER� NOTES III °�•'•�/�eNs�<) -010� • c STRUCTURAL CALCULATION (BY OTHERS) SHALL B USING 110 MPH WIND SPEED WITH 3 SECOND GUST P `jq {� E DRAWING SCALE IS BASED ON A FULL SIZE, 24"x36" SHEET. g Nokia Siemens Net works REVISIONS DATE QP1181110ENARY REVIEW 07/31/07 AD WM FOR CONRTRUCHON 08/31/07 JRH ` consulting group Tame Ccossin6 I 3619 Towne Crasslnb, Suite 2D3 Mesquite, TX 75150 Office: 972.39S.6292 / Few: 972.315.34S3 ®■ E • t^I O 00 o Cn �a F�IxF �■ o �z�z ..W�0 O ■ a (n E cq TITLE SHEET SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77845 JRH PROJECT NO.: 07-2148 DRAWN BY: KR CHECKED BY, JWR DATE 31 AUGUST 2007 PLOT SCALE 1:1 DRAWING HAME A3KO032A—TI.dwg SHEET No. T-1 L I 10'-0" EXISTING 12'x2O'x1'-6" HIGH PLATFORM EXISTING FENCE INSTALL NEW AXXIUS INSIDE EXISTING PURCELL BBU EXISTING POWER PANEL COAX TERMINATION POINT NEW JUMPERS (APPROX. 6'-0" LONG) NEW NOKIA FLEXI PURCELL W/ SYSTEM MODULES AND ACU ON NEW H—FRAME (PROVIDED BY MANUFACTURER). INSTALL NEW BACKUP PLATE (SIZE TO MATCH BASE.PLATE) FOR H—FRAME ANCHORING (1/4" THK PLATE W/ (4) 3/4"0 BOLTS, 1-3/4" , LONG WITH DOUBLE WASHERS AND NUT), TYPICAL TWO PLACES EXISTING CABLE TRAY EXISTING COAX TO BE USED FOR UMTS LINES EXISTING MONOPOLE TOWER OF * XBRIAN A. McCALLISTER I w�,A;CEN � 92643 a ENLARGED SITE PLAN SCALE:318"-1.0" Nokia Siemens Networks z REVISIONS DATE A PRUJIGNARY REVIEW 07/3L/07 A E93ua0 Vas coNMUCTION 08/31/07 yr consulting group Towne Crossing 1 3319 Ton" Crossing, Suite 203 Z, ile. TX 751SO Office: 972.385.8292 I Fax: 972.395.3451 E •rEM4 0 PLL 0 L g to 'd' ■ o 0 �GWT.1�'E ax E ::) FC'2-x ENLARGED SITE PLAN SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77845 JRH PROJECT NO.: 07-2148 DRAWN BY. CHECKED BY-. JWR DATE 31 AUGUST 2007 PLOT SCALE 1:1 DRAWINO NAME A3K0032A—CL.dw SHEET N.. C®1 vi EXISTING ANTENNAS TO REMAIN ANALYSIS AND DESIGN OF STRUCTURE RF NOTES: AND FOUNDATION BY OTHERS. REFER TO SEPARATE SHEETS FOR MORE SECTOR ALPHA, 0' ® 180't RAD CENTER, ADD INFORMATION. NO MODIFICATION 1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. ONE (1) NEW ANTENNA (REFERENCE RF DATA OF STRUCTURE AND FOUNDATION SHALL BE SHEET FOR SPECIFICATIONS) MADE WITHOUT APPROVAL OF 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. STRUCTURAL ENGINEER 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. SECTOR BETA, 120' 1 RAD CENTER, ADD 4. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS -OCCUPIED, ONE (1) NEW ANTENNA (REFERENCE RF DATA INDOORS -UNOCCUPIED, PLENUMS, RISER SHAFTS, (ETC.) SHALL BE APPROVED, LISTED, SHEET FOR SPECIFICATIONS) OR LABELED AS REQUIRED BY THE NEC. S. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET SECTOR GAMMA, 240' ® 180't RAD CENTER, EXCEPT INSIDE MONOPOLES OR LATTICE TOWERS WHERE CABLE AND CONNECTOR ADD ONE (1) NEW ANTENNA (REFERENCE RF MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER COAX CABLE IDENTIFICATION RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. DATA SHEET FOR SPECIFICATIONS) CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND 6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED TO MATCH EXISTING TO UNIFORM MARKING OF ANTENNA CABLING, PER THE SUPPORT AND PROTECT ANTENNA CABLE RUNS. FOLLOWING INSTRUCTIONS: 1. LOCATION: MARKING SHALL BE MADE USING COLOR 7. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE TAPE WITH 2"-3" OF COVERAGE AFFIXED AT THREE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER PLACES ON THE COAX CABLE RUN AS FOLLOWS: FROM ENTERING THROUGH THE COAXIAL CABLE PORT. A. FIRST - ON THE COAX AT THE CONNECTOR 8. SEE SEPARATE EUPEN DOCUMENTATION FOR SPECIFICATION, CONNECTION AND NEAREST THE ANTENNA (WHERE THE COAX AND WEATHERPROOFING. JUMPER ARE CONNECTED). 9.IF OTHER THAN EUPEN, 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL B. SECOND - AT THE BASE OF THE TOWER STRUCTURE. WEATHERPROOFING IN INDOOR APPLICATIONS IF INSTALLED AND TORQUED PROPERLY. IN (FOR TOWERS ONLY) OUTDOOR APPLICATIONS WEATHERPROOFING IS REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED: C. THIRD - AT A POINT OUTSIDE THE BTS. (JUST PRIOR APPLY A "COURTESY" WRAP OF ONE LAYER OF 7MIL THICK VINYL ELECTRICAL TAPE TO MGB). EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE OF THE COAX CABLE/ CONNECTOR JUNCTURE. & 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE USING WEATHERPROOFING KIT APPROVED BY CABLE MANUFACTURER AND CONTRACTOR. Lj DESIGNATED IN A CLOCKWISE MANNER. THE ALPHA START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES SECTOR IS CLOSEST TO ZERO DEGREES (NORTH) TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. o THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) UNLESS NOTED OTHERWISE. INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER v7 ALPHA SECTOR - RED OF TAPE. z BETA SECTOR - YELLOW z GAMMA SECTOR - BLUE 10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, BY THE LANDLORD OR AUTHORITY z EXISTING MONOPOLE TOWER DELTA SECTOR -WHITE HAVING JURISDICTION IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE NOTES: PREPARATION AND PAINTING REQUIREMENTS. 0 1. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA 11. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TRIPOD ABOUT Z SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 6 INCHES BEFORE THE TURN TOWARD THE FACILITY. U 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH 12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED z T-MOBILE WIRELESS. TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE v 3. ALL ANTENNA AZIMUTH TO BE FROM TRUE NORTH. TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR 4. CONTRACTOR TO ALIGN CORRECT PORT HOLE TO TOWER APPROVED CLAMP CONNECTIONS. o TO WAVEGUIDE BRIDGE. 13. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS, Er° 14. MHA/TMA'S TO BE INSTALLED AT TRIPOD, SHALL BE SUPPLIED TO THE SUBCONTRACTOR (WHERE REQUIRED) AND INSTALLED BY SUBCONTRACTOR. 15. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH NOKIA-T-MOBILE REQUIREMENTS. A RADIO SIGNAL CABLE EXISTING ICE BRIDGE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULT WILL NOT BE ACCEPTED. NEW NOKIA FLEXI PURCELL ON NEW H-FRAME a — EXISTING PURCELL BBU EMT EXISTING SQUARE HALOGEN SECURITY LIGHT EXISTING EQUIPMENT o_ �r+� NE EXISTING CHAIN LINK FENCE W/ 3 .. �P.• •••-i' / STRANDS OF BARBED WIRE CD.•' •a- o i-OBRIAN A. McCALLISTER92643 AV 4 TONAL ELEVATION SCALE: N.T.S. Nokia Siemens ,. Networks J o. REVISIONS DATE AA PREUHINARY MW= 07/31/07 0 IMM FOB CONSMUCT'ION 08/31/07 AJRHI ' consulting group Tome Crossing 1 3319 Towne Crossing, Suite 203 nesQuite• TX 7SISO OffiEF: 972.33S.9292 I Fax: 972.33S.3/51 0 E • !■"� 0 O0 i 5 L 4.0 ■ H�aH r• , .4 l^. o z ■ � W a O fs. � W E ax ■ �j �B'r O� E- Cv -+ x ELEVATION & RF NOTES SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77845 JRR PROJECT NO.: 07-2148 DRAWN B7: KR CHECKED BY: J1PR CAFE 3l AUGUST 2007 rtar sr.,. 1:1 DRAWING NAME A3KO032A-C2.dng SHEET No. C®2 T-Mobile RF Configuration Data Sheet Option - 2: 3 X 1 Dual port antenna UNITS Phase:2 1 site to JA31<0032A Date: 6/13/O7 1 Site Type Imorsopole Address:8601 Rock Prarle, fall. College Station, TX Lon itude:-96.2447 Latitude:l 30.5778 Existing E ui ment AI ha Beta Gamma Existing Antenna Type Unknown Unknown Unknown Number of existing Antennas 2 2 2 Existing Antenna Center line (ft.) 180 180 180 Existing Antenna Azimuth true) 0 120 240 Existing Mechanical Tilt (1900) 2 2 2 Existing Electrical Tilt (1900) 2 2 2 Existing Number of Feeders attached to ant 4 4 4 Existing Feeder Diameter 1 5/8" 1 5/8" 1 5/81, Existing Feeder Length (ft.) 195 195 195 Radio forecast for June '2008, 2 Current Radio Count from Survey 3 2 2 .Number of existing TMA (GSM) 2 2 2 Changes to Current Antenna to accommodate UMTS Replacement Antenna T ter_..--i ..'. «. '? - ,+ M i rL----P_aceme_ntNAnte.nne�Dtmenstons((LVU�©)..K,� Y''. Y 1 f moo° .s .. j-• . ..i.i.,fry :a, � - z1.�• _�Z-.- t •�.. �.s ,.ei'Sz/x.• r Nee-.'Al-tenn%I VF tI LI.�C s r e a w m.M» w5 5 .4.,:n'.�..�X' .� n+n .r 'ws. ..t..� ..'.,k: ,Il•. •i'.T;r.-Ia....Y�.��.1.� ,�,!! 6 (�y�,, ,,,,MM w v •%....H..:wN4C..e: .1. 15.`_r{'T'�/�' pp�•y�.�' .e... yyyy,, �•y�,� 1"Wlrt��.�.1..!'v3%.W�•.f. ii�.dU.� Yn i'fS]S Number of. Antennas to be replaced � 'Ml " . 'M6 f-AZW R?pia::?nTe: t �.r1`:.enn t, Meehan{ r'!t Tilt 4,72i s g R,.i_loce{il_nt.4ntennaElectricalTilt 17l21 K« � �, .� t;;�,�, Km�y✓�,�'„�•#, ,-}��€ Replacement Antenna Mechanical Tilt 1900 W,m: ,y ' - . , sue• ' ... , •�S .1 Replacement .Antenna Electrical Tilt t900 is:V-M- reRN05,. 75 } , Cnrinf1T2a .»,.'��z .t -Y4... 1:041 ,a= ,..:"}^- sx{ b?ecr"Y :F, r3o,.,. :,x �M-, .• m.•. .. .. T/21hyevAt_na w Na.e.w. •..s.,A. Zli7%tu.f_h, 15' :.. ..tif ':?'Y^'FY_.,t•3. �.'.wm.... _' p). .vk.:1.�-'},.r+r.vMFg+ • v N.e,g-fi,,�ir+Ye%.-LGL- ,yy.. Y,: r%.'d .Fes.L' . 'N-n...•Y"'•�('T�. ,i �myy�.. ..�'r .X' waaw a,z� T Additional UMTS Antenna New Antenna T e RFS-APXV 18-dual 1.8 RFS-APXV 18-dual 1.8 RFS-APXV 18-dual 1.8 NewdAntennayD,rrtjens{onsN(!{ncties(L� Vy:D.yy 72 x 6.8 x 3.15 72 x 6.8 x 3.15 72 x 6.8 x 3.15 Nei f-t Ar{ter:n.a vend.. F::FG RFS R.FS Number of New Antennas 1 1 1 Nev/ 1`0echa1)icaI Tilt `l_. 2 2 New Electrical Tilt 17/2.1 TBU TF?U TeD New Electrical Tilt 1900 NA NA NA New Antenna4Genter'li6 (it) 1T/21 a ;aa 180 180 180 NeyvK,zlmEith 17ly21* 5� ,t,';r,3 0 120 240 New Antenna Hardware Configuration for GSM & UMTS Totalsidlir- beg of F„„seeders r . 1_ rY F i 1<7 4 4 4 # Spare Feeders to be used for UMTS 2 2 2 Number of new Feeders O 0 O New• FeederuDlame"ter3 h ? NA NA NA NA NA NA tuml»r V endc rlTt p? I'EiD TE.G' TS,D NGniberof'peW#Ju 8 8 8 Nuritibr�ot view JurriperstBottom(BS)�T 2 2 2 TMAVVendo"T pe> i 3n xa ,z RFS Style 2 GSM/ AWS RFS Style 2 GSM/ AWS RFS Style 2 GSM/ AWS Number of?NewsfMA��r?,� 2 2 2 New Di lexer Vendor/Type NA NA NA Number of New Diplexer NA NA NA Total Number of RET 1 1 1 t.ln bir'ir!!3( fitt9r Vendc•'' r1-. NA rlA C orr,Lin,•r:'Sr;li!.tc:: Tyr)(;' NA NA NA Alpha: Add one (1) AWS dual port antenna Use existing two (2) 1-5/8" Eupen spare feeder lines Replace existing TMAs with two (2) RFS Style 2 GSM/AWS TMAs Beta: Add one (1) AWS dual port antenna Use existing two (2) 1 5/8" Eupen spare feeder lines Replace existing TMAs with two (2) RFS Style 2 GSM/AWS TMAs Gamma: Add one (1) AWS dual port antenna Use existing two (2) 1-5/8" Eupen spare feeder lines Replace existing TMAs with two (2) RFS Style 2 GSM/AWS TMAs . Axxlus Location: Existing Purcell ACU Location: New Flex[ Purcell System Modules: New Flexi Purcell 6/14 (FAlmeria) - Updated coordinates with E911 data - Updated antenna center line with insite data - Updated azimuth with Insite data OptimizerOD Panel Dual Polarized Antenna equipped with ACU motor ---, ro • Variable electrical downtiit - provides enhanced precision in controlling intercell Interference. The tilt is infield adjustable 0-10 deg, • High Suppression of all Upper Sidelobes (Typically <-20dB). • Gain difference between UL and DL <1dB. • Azimuth horizontal beamwidth difference <10deg between UL and DL (17104755 & 2110-2155 • Dual polarization; Broadband design. • Low profile for low visual impact. Frequency Band 3G/UMTS Horizontal Pattern Directional Antenna Type Panel Dual Polarized Electrical Down Tilt Option Variable Gain, dBi (dBd) 18.8 (16.7) Avg. across band Frequency Range, MHz 1710-2170 Connector Type (2) 7-16 DIN Female Connector Location Bottom Mount Type Downtilt Electrical Downtilt, deg 0-10 Horizontal Beamwidth, deg 65 t5 (65.1 average across band) Mounting Hardware APM40-2 Rated Wind Speed, km/h (mph) 160 (100) VSWR < 1.5:1 Vertical Beamwidth, deg 4.5 to 5.5 Upper Sidelobe Suppression, dB >18 (Typically >20) Polarization Dual poll +/-45• Front -To -Back Ratio, dB > 30 Maximum Power Input, W 300 Isolation between Ports, dB > 30 Lightning protection Direct Ground 3rd Order IMP @ 2 x 43 d8m, dBc > 150 (155 Typical) 7th Order IMP @ 2x46 dBm, CiBc > 170 Overall Length, m (ft) 1.85 (6.06) Dimensions - HxWkD, mm (in) 1850 x 175 x 80 (72.0 x 6.8 x 3.15) RFS The Clear Choice TM I APXV18.206517S-C-ACU Print Data: 11.03.2006 lease visit us on me intemet at http:/Awww.rfsworld.com Radio Frequency Systems ,•••• p •• 1.1; To, BRIAN A. McC) •••••••••.•.••••.•••I I'o ; 92643 �0�;•� C E i ,ENS. Nokia Siemens Net works o' A4i�Iilitla• ' s REVISIONS DATE PREMEINABY REVISIT 07/31/07 r G Mn PoR CONRRtUCItON 0e/91/07 a t 5 consultingJ R H group P Towne Crossing 1 3819 Towne Crossing, Suite 203 tlesquite. TX 25150 Office: 972.385.8292 / Fax: 972.38S.3451 E • }�j O U- G1 OO 4-0 OJ U N O ■ F�prF r■ , '4 ` ■^ z C) R]WLL0 aw ■ i � E- RF DATA SHEET & ANTENNA. DETAILS SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COUEGE STATION, TX 77845 JRH PROJECT NO.: 07-2148 DRAWN BY. CNECKKED BY: JWR DATE 31 AUGUST 2007 MDT SCALE 1:1 DRAWING NAVE A3KO032A-C3.dw SWEET No. C-3 LEGEND 10 ANTENNA 02 TOP JUMPER 03 COAX ® BOTTOM JUMPER GSM UMTS GSM UMTS OTMA DTMA 1 2 GSM UMTS GSM UMTS A SECTOR i ANTENNA NUMBER 2 PORT GSM ANTENNA BAND TYPE A-1 ANTENNA NUMBERING XPOLARITY 1 2 PORT + - NUMBER POLARITY X_� 1 2 3 4 PORT + - + - NUMBER GSM A-1 X X 1 2 3 4 00 0G SECTOR ALPHA UMTS A-2 DTMA 1 X 1 2 DTMA 2 MB1 TB 3 BIAS-T BIAS-T BUS-T r"-T .5 ACTIVE RADIOS 3/2/0 ULTRASITE BTS GSM A-3 X X 1 2 3 4 D000 0 SPARES _ LOCATION OF UMTS ANTENNAS IS SCHEMATIC ONLY SEE SHEET C-1 FOR SITE SPECIFIC LOCATION ANTENNAS ARE BEING VIEWED FROM THE BACK SECTOR BETA GSM UMTS GSM B-1 B-2 B-3 EUPEN RF CONNECTIONS DO NOT REQUIRE WEATHERPROOFING IF USED AND INSTALLED PER EUPEN INSTALLATION REQUIREMENTS. SECTOR GAMMA GSM UMTS GSM G-1 G-2 G-3 X X X 1 2 3 4 1 2 1 2 3 4 000p Q O 0000 0 SPARES DTMA MO2 1 4 2 1 MG ♦ OF t ,`PEE....... W '4' I * i '* 1 VV ...:............ •..... I BRIAN A. McCALLI 92643 3 Nokia Siemens Networks j ,1V i REVISIONS DATE /� A� PREIINNLtRY REWEV 07/31/07 /0\ muzE FOR CONSMUMON 08/31/07 i;JRH it ' consulting group Tome Crossing 1 3119 Tome Crossln8, Suite 203 Resquite. TX 35350 Office: 972.395.8292 / Fix: 972.38S.3151 C •� O U_ O0 L CC G CO N ■ U cna r- ■ E� r• , O ■^, dW�o La w E ■ H � ■ I O E- CAI e RF PLUMBING DIAGRAM SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77845 JRH PROJECT NO.: 07-2148 DRAWN BY: KR CHECKED BY: JAR DATE 31 AUGUST 2007 Pwr 9CAlE 1:1 ""I" NAYE A3X0032A-C4.dwg SXCET Ne. c ® 4 DOWNTILT ASSEMBLY REQUIRED FOR ALL PANEL TYPE ANTENNAS PANEL ANTENNA GROUND LEAD FROM TMA TO SECTOR BUSS BAR --� SECTOR GROUND BUSS \ 7 i�i%��2"m PIPE S I I`Y� BAR FOR EACH SECTOR EXISTING ANTENNA SUPPORT POLE MOUNT & HARDWARE KIT PER MANUFACTURERS SPECIFICATIONS 3x3x1/4 ANGLE (IF NECESSARY) 5/8"0 U—BOLT (TYP.) (IF NECESSARY) TMA BOX 1/2" COAX JUMPER MIN. BEND RADIUS PER MFG SPEC., 1 SUPPORT FOR JUMPERS W/ TMA, 2 SUPPORTS FOR JUMPERS WITHOUT TMA I NOT USED SCALE: N.T.S. 1 2 TYPICAL ANTENNA DETAIL SCALE: N.T.S. I I 3 Nokia Siemens Networks f01 I REVISIONS DATE QPREUF@IARY REVMW 07/31/07 0 [9806D POH CONHIAUCIMON 08/31/07 4?,. A R H 1 n� =v' V' consulting group Tome Crossing I 3919 Tme Crossing, Suite 203 Mesquite, T% 75150 Office: 972.385.8292 / Fax: 972.385.3451 ® aJ ■ 4— I` • r.e4 0 L O0 2 aN 0 ■ V a F 6 1x Ex-" O o E- ax DETAILS SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77845 I JRR PROJECT NO.: 07-2148 I DRAWN RY: i KR I CHECKED RY, J"� 31 AUGUST 2007 PLOT SCALE � l:l ORAWIND HAKE A3K0032A—CS.dn SHEET ft. I C-5 3 TYPICAL ANTENNA SECTOR SECTOR SECTOR SECTOR BIAS—T 1 2 3 ncu r lure i.n.• /cl rnnl 1Erc nn\ AISG CAB UNITS RF DC + AIS THIS INFORMATION IS PROVIDED BY CLIENT AS A GENERAL EQUIPMENT CONFIGURATION ONLY. IT IS NOT INTENDED AS A SITE SPECIFIC CONFIGURATION. REFER TO OTHER PAGES FOR DETAILS. I i Nokia Siemens Networks J01 REVISIONS DATE AA PRMUNARY REVIEW 07/31/07 0 MWO POE CONSEeUCIION 08/31/07 4k '10 JRH consulting group Towne Crossing 1 3819 Towne crossing, Suite 203 Mesquite, TX 75150 Office: 972.38S.8292 / fix: 972.395.3451 ®■ 4cCW � 4 0 O0 ti.. ,al N d� ■ EW-'Qp;F r• , O `■^'W�O I]gW1r,H ax HN..x GENERAL EQUIPMENT CONFIGURATION SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77645 JRH PROJECT NO.: 07-2148 DBA" BY: KR CHECKED BY: JAR DATE 31 AUGUST 2007 PLAT SCALE 1:1 DBAWIHO NANE A3KO032A—C6.dvr SHEET N.. C-6 2 E s N e T NO TES: OPTiONALCONRCURADON F REAR I I.00 1 I-- z.00 4 21 DI cI FRONT PAD LA YO J T VIEW LEFT VIEW A 8 THIS INFORMATION IS PROVIDED BY CUENT AS A GENERAL ASSEMBLY INFORMATION ONLY. IT IS NOT INTENDED AS AN EXACT CONSTRUCTION CONFIGURATION. REFER TO OTHER PAGES FOR DETAILS. 2.6 — FRO N T VIEW 6 5 e 3 2 I 6 I I , TO P VIEW LOCKABLE REAR DO OR WITH AIR D 0 0 RS 0 PEN (RESISTS WIND DRIVEN RDA IN) FILTERED FORCED AIR INDUCTION COOLING SYSTEM 22.0 DOOR 0 FEN IN G HEIG H T C ABLE M AN A G EM EN T COMPARTMENT 3IA. CABLE PORTS WSlip TO 5"DIA. CABLES) DC POWER PLAN -48V 150A MOUNTING F A -FRA M E) K,ABLEFRONTDOOR AIR EXHALIST 91RO LID STSWIND DRIVEN RAIN) E SO LA SLEEVES, LO C KA BLE, PROVIDESPROTEC' N AGAINSTVANDALISM D �`—PLINTH BA TTERY C 0 M PARTM EN T PRO PRIETARY INFO RM A 110 N RIGHTVIEW �oPENiNc I� A"' ucAOcxuNW 22,d2 VN{1EN 0 IIRN L23'EC(,Eg 1'JIDTH DWUi90%SESASNOEHIS cxcaxa _ w�R.nc:s.sxo,o. amcs e REAR VIEW D:EN,D tEFANa ES _ _ px;y .It J"f2Y .I%Yi F-...AND r-� IE iDIFRABCE Nso wD roau CUST,DK D0 0 R-) REM 0 V E D MaDANaLcPRO xsaoo�°, sus ;as`°� D I oiiu�N•L�snsacA we ax �. 5 ♦ , 2 ; IC 11 = �P,��'•OF'•TF'rq�1l BRIAN A. MCCALLISTER� 92643 l� ,�F,..•• ENS•.• • 1 SSIONAL E� O%r Nokia Siemens Networks 000 1 , Ell I 0 n s REVISIONS DATE A PRELoGNARY RRVMR 07/31/07 AD mm POR CONMUCTTON 08/31/07 Al. IAJRH V ;, consulting group Towne Crossing 1 3919 Tome Gassing, Sulte 203 Mesquite, TX 75150 Office: 972.385.8292 / Fax: 972.385.3451 ■ 4— E r onq 0 O4J L Q ■ FQaF r• , O az0z O Ix x E. c'I —4 x FLEXI DETAILS SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77846 JRH PROJECT NO.: 07-2148 DRAW BY: KR CHEtED BY: JTVR DATE 31 AUGUST 2007 PLOT SALE 1:1 Dsuwiwa NAME A3KO032A—C7.dTv SHEET No, C-7 ELECTRICAL NOTES 1. ALL WORK IS TO COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), NATIONAL ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND RELATED FEES. 2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L.) LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 3. ALL WORK SHALL BE EXECUTED IN A WORKMAN -LIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRING, PIPING, ETC. DAMAGED' BY THE ELECTRICAL WORK TO MATCH EXISTING CONDITIONS. 4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POWER AND LIGHTING SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT, CONTROL WIRING, GROUNDING, ETC. AS INDICATED ON ELECTRICAL DRAWINGS AND/OR AS REQUIRED BY GOVERNING CODES. 5. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY EXISTING SITE LOCATIONS AND CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, AND BY REFERENCE TO ENGINEERING AND EQUIPMENT SUPPLIERS DRAWINGS. SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. 6. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY SERVICE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN THEIR BID. 7. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND RATING EQUAL TO OR EXCEEDING THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND GROUNDS. 8. ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND 600 VOLTS INSULATION. ALL GROUND CONDUCTORS TO BE PROPERLY SIZED COPPER. (STRANDED OR SOLID). 9. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. 10. SERVICE CONDUITS SHALL HAVE NO MORE THAN (2) -90' BENDS IN ANY SINGLE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE CONDITIONS. PULL WIRES AND CAPS SHALL BE PROVIDED AT ALL SPARE CONDUITS FOR FUTURE USE. 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 100 M.P.H. WIND SPEED AND DESIGNED FOR OUTDOOR EXPOSURE. 12. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE A MINIMUM 24" SCH. 80 PVC RADIUS SWEEPS TO EQUIPMENT, PULLBOXES, MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED BY UTILITY COMPANIES. 13. FUSE TYPE SHALL BE SUSSMAN RKI LOW PEAK FUSE (LPU-RK-100). 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH AS -BUILT DRAWINGS TO THE OWNER. 15. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND GREEN (GROUND). 16. CONTRACTOR TO PROVIDE GUTTER TAP. 17. GENERAL GROUNDING CRITERIA - ROOFTOP INSTALLATIONS: 1ST STEP: GROUND TO EXISTING BUILDING STRUCTURAL STEEL AND TO THE EXISTING COLD WATER LINE. (WHERE APPLICABLE) THEN TEST GROUNDING RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL GROUND RESISTANCE. WHERE THE EFFECTIVE RESISTANCE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL GROUNDING AND RE -TEST UNTIL GROUND RESISTANCE FALLS BELOW THIS LEVEL. SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE OF THE FOLLOWING: 1) COUNTERPOISE 2) UFER GROUND 3) GROUND ROD AND/OR GROUND WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. WHERE THE EXISTING BUILDING STEEL DOES NOT PROVIDE AN EFFECTIVE GROUND RESISTANCE, THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE GROUND CONDUCTOR FROM ROOF MOUNTED BTS EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE INSIDE OF THE BUILDING OR DOWN THE OUTSIDE OF THE BUILDING, DEPENDING UPON OWNER PREFERENCE. WHERE THE GROUND CONDUCTOR FROM THE ROOF MOUNTED EQUIPMENT IS ROUTED IN CONDUIT, THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE GROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. 18. GENERAL GROUNDING CRITERIA - MONOPOLE INSTALLATIONS: FOR INSTALLATIONS WHERE WOODEN STRUCTURES, TOWERS, CONCRETE SILOS, ETC. ARE ENCOUNTERED A SEPARATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL CABLES. THE GROUND CONDUCTOR.SHALL BE SECURELY FASTENED TO THE EXTERIOR OF OUTSIDE STRUCTURES WITH NONMETALLIC GROUND STRAPS EVERY 10 FEET. AGAIN, AS FOR TENANT IMPROVEMENT PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 19. ADDITIONAL GROUNDING CRITERIA: A. ALL FASTENERS STAINLESS STEEL, FOR INDOOR ONLY USE ZINC FASTENERS. S. LOCATE MAINLINE GROUNDS 12-18 INCHES BEHIND CONNECTORS. C. USE GROUND JUMPERS BETWEEN GRIPSTRUT SPLICES AND (1) JUMPER FROM GRIP STRUT TO ICE BRIDGE BRIDGE POST NEAREST BTS CABINET. D. APPLY A THIN COATING OF ANTI -OXIDANT COMPOUND TO THE INSIDE OF THE BARREL AND TO THE STRIPPED CONDUCTOR PRIOR TO PLACEMENT IN THE BARREL OF THE COMPRESSION LUG. E. 'INSTALL, CLEAR HEAT SHRINKABLE INSULATOR SO IT COVERS APPROX. 2 INCHES OF THE CABLE INSULATOR AND APPROX. 1/4 INCH OF THE LUG'S BARREL. F. LUGS MAY BE INSTALLED ON BOTH SIDES OF THE BUS BAR AT THE SAME POSITION WHERE NECESSARY BUT MAY NOT BE INSTALLED ON THE SAME SIDE OF THE BUS BAR AND IN THE SAME POSITION. G. SLACK FOR STRESS RELIEF OF APPROXIMATELY 3 INCHES SHALL BE PROVIDED ON ALL GROUNDING CABLES. MAXIMUM BEND RADIUS OF 12 INCHES FOR ALL CABLES. H. SURGE ARRESTORS INSTALLED SEE DETAIL 4/E-4. I. USE PVC SCH. 80 UNDER ROADWAYS AND ACCESS, ALSO UP SERVICE POLE RISERS. TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) . 1. RF TVSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR REPLACEMENTS. 2. AC TVSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR REPLACEMENTS 3. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED l20kA SURGE CURRENT, AND HAVE MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC TVSS SHALL BE INNOVATIVE TECHNOLOGIES PTX120 OR OWNER APPROVED EQUAL. THE TVSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR DIRECTLY ADJACENT 4, Ti TVSS DEVICES SHALL BE INSTALLED IN ALL NEW Tt INSTALLATIONS (AC DATA MODEL # TJ1010B) (OR APPROVED EQUAL 5. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR TVSS PRESENCE AND REPORT FINDINGS TO CONTRACTOR 6. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE ov Nokia Siemens Net works REVISIONS DATE QPREWLENARY REVIEW 07/31/07 Z 1b M FOR CONMUMON 08/31/07 A JRH kr "V consulting group Towne Crossing 1 1819 Towne Crossing, Suite 203 Mesquite, U ISISO Office: 972.385.8292 F Fax: 91Z.385.34S1 ®■ r� E • !EM4 0 t.0 U_ ON L 0 4-0 GJ .a N o ■ E1 IC r• , O L^. O ax ■ �I CS ,E"., O FCQ.-O. ELECTRICAL NOTES & SPECIFICATIONS SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE COLLEGE STATION, TX 77845 JRH PROJECT NO.: 07-2148 DRAWN BY: CHECKED BY, JWR DATE 31 AUGUST 2007 PLAT SCAB 1:1 DRAWING NAME A3KO032A—El.dw SHEET No. E-1 c 2 E 8 N GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH NEC ART. 250. 2. EQUIPMENT CONTRACTOR SHALL GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURER'S COAX CABLE GROUNDING KITS. 3. BURIED GROUND RING SHALL BE #2 TINNED COPPER BARE WIRE. ALL OTHER GROUNDING TO BE #2 BARE WIRE OR AS SHOWN IN DWG. 4. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT A RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. 5. ALL GROUND CONNECTIONS SHALL BE CADWELD. INSTALLATION SHALL CONFORM TO MANUFACTURERS REQUIREMENTS. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 6. BOND ANY METAL OBJECTS WITHIN 7 FEET OF BTS EQUIPMENT TO GROUND RING, INCLUDING FENCE POST. 7. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO AND POWER GROUND OR SURGE PROTECTOR) SURGE ABSORBERS (GROUNDING, ELECTRICAL RING OR BUILDING STEEL) NON —SURGE OBJECTS (EGB GROUND IN BTS) 8. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO —HOLE COPPER LUGS WITH LOCK OR STAR WASHERS AND NO—OX OR EQUIVALENT PLACED BETWEEN CONNECTOR AND GROUND BAR. 9. THE GROUND ELECTRODE SYSTEM, SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AT 8'-0" MINIMUM AROUND CELL SITE. THE GROUND RODS SHALL BE 5/8" X 10'-0" COPPER CLAD STEEL. THE RODS SHALL BE INTERCONNECTED WITH p2 TINNED COPPER GROUND WIRE BURIED A MINIMUM OF 1 FOOT BELOW THE SURFACE OF THE SOIL. 10. MEASURED GROUND RESISTANCE SHALL BE 5 OR LESS. NOTIFY ENGINEER IMMEDIATELY IF RESISTANCE IS ABOVE 5. 11. LOCATE MAIN LINE GROUND 12"-18" BEHIND CONNECTORS. 12. USE THE GROUND JUMPERS BETWEEN GRIPSTRUT BRIDGE SECTION OF ICE BRIDGE, & 1 JUMPER FROM THE GRIPSTRUT BRIDGE SECTION TO THE ICE BRIDGE POST CLOSEST TO THE BTS. 13, SLACK FOR STRESS RELIEF OF APPROX. 3" SHOULD BE PROVIDED ON ALL GROUNDING CABLES MAX. BEND RADIUS 12" FOR ALL CABLES. 14. NEW 40AMP 2P, 10, 120/240V BREAKER AS REQUIRED IN EXISTING A/C EQUIPMENT ELEC PANEL PER T—MOBILE REQUIREMENTS FOR INSTALLATION OF NEW RECTIFIER IN EXISTING BBU. LEGEND, • CADWELD 10' x 5/8"0 COPPER CLAD GROUND ROD (8' MAX. SEPARATION EQUALLY SPACED) ® TEST WELL & GROUND ROD ELECTRICAL & GROUNDING PLAN is I EXISTING EQUIPMENT GROUND 'pG RING (SCHEMATIC ONLY) F INSTALL NEW AXXIUS INSIDE EXISTING PURCELL BBU INSTALL 50AMP DC BREAKER AND ONE (1) NEW RECTIFIER INSIDE EXISTING PURCELL BBU FOR NEW SYSTEM MODULE NEW 1 1/2"0 RIGID STEEL CONDUIT FOR TELCO RUNNING UNDER PLATFORM, ABOVE GRADE (APPROX. 10' LONG) NEW 1 1/2"0 RIGID STEEL CONDUIT WITH (1) #8 (POSITIVE) THHN, (1) #8 (NEGATIVE) GRND FOR DC POWER, RUNNING UNDER PLATFORM, ABOVE GRADE (APPROX. 10' LONG) USE EXISTING MASTER GROUND BAR FOR ADDITIONAL GROUNDING NEW GROUND WIRES (TYP. OF 2) EXISTING TOWER GROUND RING ,SCHEMATIC ONLY) SCALE:318'e1'-0" 1 1 Nokia Siemens Networks o gMO. a lREVISIONS DATH AA PREIO@1ARY REVIHIe 07/31/07 Ao Issrtm FOR coNEFRlrcrloR oe/ss/m jJRH �v` consulting group Towne Crossing 1 3819 Towne Crossing, Suite 201 8esquite. 1X ISISO Office: 972.385.8292 / Fen: 972.38S.34S1 ®■ 4 E O 0 let co ■ y� r• , O �x o Fc��x ELECTRICAL, GROUNDING PLAN & NOTES SPRINT / GREENS PRAIRIE A3K0032A 8801 ROCK PRAIRIE COLLEGE STATION, TX 77848 JRH PROJECT NO.: 07-2148 DRAWN BY: KR CNECKED BY: [7 JAR DATE 31 AUGUST 2007 PLOT SC1LE 1:1 DRAWIND NAME A3KO032A—E2.dw SHEET N.. h-2 SIZE 4 AWG THHN STRANDED COPPER GREEN INSULATED GROUND TO EXISTING MASTER GROUND BAR (MGB) EXISTING -48V DC NEW FLEX[ PURCELL POWER PLANT / LOAD CENTER 08 I— #8 1------------------- r — — — — — — — — — — — — — — — iCND I SOA j BLUE I (_43V) A FEED I BLUE BLACK I (A) I I 1 I I I I BLACK NOKIA FLEXI I I I I I I I I I I I I I I (BR) BATTERY RETURN I I I I I I I I I I I I I I I I I I I I I (BR BUS) (-48V BUS) I I I I 1 I I I I I I I I FLEXI BTS 1 I i I- ------------------ J I (SYSTEM MODULE) 1 L------------------- J DC POWER ONE — LINE DIAGRAM j SCALE : N.T.S. — NokiaSiemens 0 Networks a REVISIONS DATE s A PRELnUNARY REVBI/ 07/91/07 TiSS01D FOR comwCnom OB/91/Ci A t z KG consulting group JRH Towne Crossing 1 3819 Tame Crossing. Suite 203 Mesquite, TX 75150 Office: 972.385.8292 / Fax: 972.385.3451 ® a 4.- o E P=4 O O0 L GJ ra N O ■ U �a � ■ L LL � O .4z�z OawO �`'H �F� ■ I —O E_ N ..4 x POWER ONE -LINE DIAGRAM SPRINT / GREENS PRAIRIE A3K0032A 8801 ROCK PRAIRIE COLLEGE STATION, TX 77845 JRH PROJECT NO.: 07-2148 DBA" BY: KR CHECKED BY: JAR DATE 31 AUGUST 2007 PLAT SGu 1:1 D mmo ".E- A3K0032AE3.dvr SHEET He. E-3 APPROVED GROUND 3/8" LAG SHIELD, LS—G03S NEWTON 5 8" KIT/WEATHER PROOFING LOCK WASHER, CATK WAS 8 3/8" GALV. NEW SURGE ARRESTOR TO BE USED , LAG SCREWS VERIFY TYPE & MODEL COPPER GROUND BAR 1/4"x4"x24" GL—S0320 NEWTON INSTRUMENT CO. CAT #B-6124. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION JUMPERS TO RADIO EQUIPMENT GROUND W/ (1) HOLE / NEWTON 5/8" LOCK LUG #6 GREEN WIRE WASHERS, CAT #3015-8 / �� 00®691 Q / __ 0000®0 0 I / ' / \ ®� USE 2 HOLE LUG URE CBAR \ INCO G BAR _AT#A— TO MASTER 'GROUND INSTRUMENT C056 0 ®® ®®� ® MASTER GROUND I // INSULATORS TO BE USED ON 0 ® NEWTON CO CATSOLTS#3012-1 BAR MOUNTED ON / NOTE: NOTE: GRD BAR ® EQUIP. GPS & MGB ICE BRIDGE POST / 1. FOR GROUND BOND TO STL ONLY; INSERT A SURGE ARRESTOR TO BE INSTALLED TO TOOTH WASHER BETWEEN LUG & STEEL. COAT ALL NEW UMTS LINES. ALL SURFACES W/ ANTI —OXIDANT COMPOUND =-- 2. ALL HOSES ARE CS 1/16" 3. USE NO—OX—ID "A —SPECIAL" ANTI —OXIDANT GREASE ON ALL LUG CONNECTIONS. 4. LUGS MAY BE INSTALLED ON BOTH SIDES OF THE BUSS #2 TINNED IN 3/4" SCH. 40 BAR AT THE SAME POSITION WHERE NECESSARY BUT MAY #2 AWG x 8 TINNED WIRE LEAD CONNECTED TO GROUND RING NOT BE INSTALLED STACKED ON THE SAME SIDE OF THE 2 HOLE LUG. LEAD SHOWN SHORT BUSS BAR IN THE SAME POSITION. FOR CLARITY (ACTUAL LENGTH: 8' (96") 5. SEAL —TITS ALL NEW GROUND WIRES WITH AERIAL EXPOSURE WITHIN 1" OF LUG OR CADWELD CONNECTION. SURGE ARRESTOR GROUNDING SCALE: N.T.S. 4 GROUND BAR DETAIL SCALE: N.T.S. 5 3 MIN TO 5 MAX THREADS EXPOSED #6 AWG STRANDED Cu THHN GREEN INSULATED WIRE TYPE 315' STAINLESS STEEL CAP (NOTE 2 & 3) SCREWS HARDWARE ASSEMBLY USED Tt SURGE SUPPRESSOR AC CONNECTIONS MAY BE DATA SYSTEMS-TJ1010B HARDWIRED AND/OR PLUG (NOTE 1) CLEAR HEAT SHRINK CONNECTED VIA RJ-48C JACK (NON KEYED) ELECTRO-PLATED LUG r WIRE/CABLE 3" OF SLACK I i O O I I -------- -- - I I HEX NUT (TYP.) FLAT WASHERS O O CAT 5E 4PR STP CAT SE 4PR STP I I CABLE TO NIU CABLE TO DSX/BTS THIN COATING OF ANTI-OXIDENT I I " RJ-48C JACK "INO IN OUT O RJ-48C JACK "OUT" COMPOUND INSIDE I I OF LUG BARREL FLAT WASHERS TO BE USED GROUND STUD COMPRESSION LUG `-----J LOCK WASHERS NOTES: CRIMPED AT LEAST (HELICAL OR TWO TIMES USE ANTI -OXIDANT GREASE ON ALL LUG CONNECTIONS BELLEVILLE) 1. MOUNT T1 -TVSS UNIT ON EQUIPMENT FRAME HOUSING THE DSX UNIT. USE APPROPRIATE . STAINLESS STEEL BOLTS WITH FLAT WASHERS AND A LOCK WASHER ON THE NUT SIDE. THE HEX BOLT (TYP.) NSS MAY BE LOCATED ON THE TELCO BACKBOARD. REFER TO MANUFACTURER'S INSTRUCTIONS. 2. ATTACH RING TERMINAL FROM SUPPLIED GROUND CONDUCTOR TO NSS GROUND STUD SECURELY FASTEN WITH SUPPLIED WASHER AND NUT. REFER TO MANUFACTURER'S INSTRUCTIONS. FOR PROPER PERFORMANCE, THE GROUND CONDUCTOR LENGTH SHOULD BE OF �11 LIMITED WITH NO SHARP BENDS ON COILS. �,�P��••••••••�,I q • • TF+Q; 0 3. WHEN TVSS IS MOUNTED ON EQUIPMENT FRAME, BOND THE GROUND CONDUCTOR TO THE i* ••• •'E EQUIPMENT FRAME NOTE: GROUND. ENSURE PROPER GROUNDING SURFACES. WHEN NSS IS ;• * / MOUNTED ON THE ELCO BACK BOARD, BOND THE GROUND CONDUCTOR TO THE TELCO� •••••.••••••••••••••••••••�••• INSTALL TOP QUALITY, CLEAR HEAT (BOARD) GROUND BAR OR NEAREST GROUND BAR. jBRIAN A. MCCALLISTER� SHRINKABLE INSULATOR SO IT Woo*% •••••••••••••••••........ z 92643 /'off COVERS 2" OF THE CABLE INSULATOR. � �F'��cENS�;�••���.0 OUTDOOR GROUNDING CONNECTION CONNECTION DETAIL SCALE 1 NOT USED SCALE: N.T.S. 2 T1 SURGE SUPRESSOR DETAIL SCALE: N.T.S. 3 � Nokia Siemens Networks o. FA VISIONS DATE PMUNWARY REVMW 07/Bl/07 is m roR CONMOCNON OB/Bl/07 d 3r a 0 0 JRH4,.. .r , % ''ii consulting group Towne Crossing I 3319 Towne Crossing, Suite 203 8esqulle, TX 7S1SO Offlle: 972 .385 .829i / Fax: 972.385.3451 0 ®■ m r� E r z • l O n L O L 4-0 C to d d, N ■ V X ■ ■ E_ 04 F 0 z �' ■ �40 m ■ W TF . o E�.,�:) m ■ I .y 0 Cv GROUNDING DETAILS to t= SPRINT / GREENS PRAIRIE A3K0032A 8601 ROCK PRAIRIE s COLLEGE STATION,.TX 77845 JEW PROJECT NO.: 07-2148 BRAWN BY: K( CHECKED 8T: JTIR DATE 31 AUGUST 2007 PLOT SCALE 1:1 DRAWINO NAME A3KO032A-E4.dtP SHEET No. E ® 4 BUILDINC3­E)�C-RZIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Tenant nbr, name . . . . Application type description Subdivision Name Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation 07-00002696 Date 10/26/07 013984 8601 ROCK PRAIRIE RD 000900-0016-0000 R10625 T-MOBILE COMMERCIAL, OTHER T CARRUTHERS (OCL) UNKNOWN 25000 Owner ------------------------ CARLL, JAMES T (LIFE ESTATE) 8601 ROCK PRAIRIE RD COLLEGE STATION TX 778455970 Contractor OWNER --- Structure Information 000 000 NEW TELECOM EQUIPMENT AT EXISTING SITE Construction Type . . . NON-COMBUSTIBLE Occupancy Type . . . . . . UTILITY AND MISCELLANEOUS Other struct info . . . . . EXTERIOR WALL TYPE NA IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE NA HEATED AREA 1.00 INTERIOR WALL TYPE NA SEWER TYPE NA TRAFFIC IMPACT ANAL (TAZ) 329.00 ----------------------------------------------------------------------------- Permit . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 531897 Permit Fee . . . . 135.00 Plan Check Fee .00 Issue Date . . . . 10/26/07 Valuation . . . . 25000 Expiration Date . . 4/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 5.0000 THOU BLDG, VAL 1001-50000 120.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT: 5" ADDRESS NUMBERS, AND ON REAR DOOR(S): 2" HIGH ADDRESS NUMBERS AND NAME OF BUSINESS. ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS ----------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 07-00002696 Date 10/26/07 Application pin number . . . 013984 ------------------------------------------- -------------------------------- Special Notes and Comments CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 135.00 135.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 135.00 135.00 .00 .00 --------------------------------------------�-_ _ ___________________ BUILDING DEPT REPRESENTATIVE: APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning &DevelopmentSnvice; WWW CSTX.GOV ADDRESS/LOCATION: 046 I e! k- 08 A RI (-- le-C LOT ' BLOCK SUBDIVISION BUSINESS/OWNER NAME: / n1Db. )e ForOffioe use only DATE * `''QOTRCC REG APPLICATION # (S/ TEMP POLE # PHONE: SEC/PH CONTRACTOR/HOMEOWNER: (•'n"Jt ��►��"1t�N+tC PHONE:1J / cliff- CONTACT PERSON FOR REVIEW COMMENTS: c I° e' es PHONE: FAX: ELECTRICIAN: HVAC: EMAIL: C I' •I�/�cct�s /tc - .a�`� PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE MOVING RE -ROOF ADDITION NEW CONSTRUCTION* SHELL ONLY DEMOLITION (ASBESTOS SURVEY) PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY DUPLEX (LANDSCAPE PLANS REQUIRED) PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL LOCATION /� .X REMODEURENOVATION* L DESCRIPTION OF WORK: �d;PX PROPOSED USE: vti-I RA'Ned CC" STRUCTURE USE: <e11 sI' HOMEOWNER ASSOC IATIONIARCH ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ ��om • VALUATION: $ 2=�;Gtro . 0o TOTAL AREA: HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM SEWER TAP: WATER TAP: OTHER TAP: TEMP POLE GARAGE TYPE: 01« SIZE SIZE SINGLE ATTACHED a NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE DETACHED TRIPLE CARPORT a SIGNATURE OF APPLICANT: ! >` "( *If proposed work involves new co ercial construc Ion or facade improvements/renovations to an existing commercial property, building elevations are required. ............................................................ Official Use Only Co ments: & A E or NO Plans Examiner Zoning Official 0 Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork A/C SEER Rating Protection Against Subterranean Termites ❑ Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other * Verification of Application shall be submitted to the City of College Station Building Division prior to issuance of the Certificate of Occupancy.