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HomeMy WebLinkAboutRMDL2007-02894Mq4 0 REGION MAP VICINITY MAP 30 Wheelock \0000Hearne 6 use r �1 rten r Iola verizon soR s f mom, \ Mumford � B en HAiRYEY SITE wireless�^ jr r SR30 , � { �r c SITE: �,M -- ` ` 1 9Station; �� NARYEYBITE LL BE NO CHANGES rlesman HARVEY (CROWN) SITE IN THERCONISTRUCTION PRODUCED 911 ADDRESS: BY THESE DOCUMENTS WITHOUT l .Bidwell 1-� + ,�r� Wellborn f - HORSE HAVEN IH. 2401-A EARL RUDDER (SH 6 South) FREEWAY THE APPROVAL OF VERIZON WIRELESS GI + 8R3oa.mYR0j COLLEGE STATION, TX 77845-6009 AND AXIS ENGINEERING. 1 snook � 1 nda { �p /' �o Eaa Rada.irwr(sRe) `J LAT: N 30' 37' 47" MIII an LONG: W 96' 17' 75" C Deauville PROPRIETARY INFORMATION NOT USE FOR OR DISCLOSURE�QF OUTSIDE VERIZON ,y0n9� CIaY aSOtB EXCEPT UNDER WRITTEN AGREEMENT !� J' CONTRACTOR RESPONSIBILITIES GENERAL NOTES SITE DIRECTIONS PROJECT INFORMATION GENERAL RESPONSIBILITIES: FROM HOUSTON TAKE HWY 6 TO COLLEGE STATION, JURISDICTION: CITY OF COLLEGE STATION, BRAZOS COUNTY 1. THE CONTRACTOR SHALL THOUROUGHLY READ AND UNDERSTAND 1. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST AT EARL RUDDER FWY (NOT BUISNESS ROUTE) STAY ALL DOCUMENTS SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CODE: ALL CONSTRUCTION SHALL COMPLY CONCERNING THIS PROJECT, INCLUDING ,BUT NOT UMITED TO, CONSTRUCTION CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES RIGHT EXIT TO FEEDER 2.0 f MILE, HORSE HAVEN LN. WITH THE LATEST ACCEPTED ADOPTED CONTRACTOR, CONSTRUCTION DRAWINGS, TOWER DRAWINGS, SHELTER DRAWINGS AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. EDITION OF THE: ALL APPLICABLE PERMITS. 2. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF ON RIGHT. LOCATION DOWN ON RIGHT SIDE OF UNIFORM BUILDING CODE AND ALL LOCAL 2. THE CONTRACTOR SHALL NOTIFY AXIS ENGINEERING OF ANY CONFLICTS, WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL SERVICE, AND OVERALL COORDINATION. HORSE HAVEN LN. CODES FOR THE JURISDICTION IN WHICH OMMISSIONS, DISCREPANCIES WITHIN OR BETWEEN ANY DOCUMENT OR WITH REFERENCE TO THE EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS THE PROJECT IS BEING CONSTRUCTED. 3. THE CONTRACTOR IS TO COMPLETE ALL WORK IN ACCORDANCE WITH ACCEPTED PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO AXIS BEFORE PROCEEDING WITH THE WORK. CITY OF COLLEGE STATION INDUSTRIAL CODE (ANSI) INDUSTRY STANDARDS AND THE MOST RECENT VERSION OF ALL APPLICABLE CODES. THE CONTRACTOR SHALL DAMAGE MAY MANY ATO 1Y ��y�,'ucPE OCCUPATIONAL SAFETY AND HEALTH O4. CCUR DURING CONSTRUCTION. DAMAGE NEW EXISWHICH ����,C� oU W 14G IN DEPARTMENT STANDARDS (OSHA) EQUIPMENT CABINET NOTES: CONSTRUCTION, STRUCTURE , OR EQUIPMENT, SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER OR REVIEWED FOR COILAPL.IANCE NATIONAL ELECTRICAL CODE (NEC) 1. CABINETS SHALL BE DELIVERED AND SET BY VERIZON WIRELESS. SITE OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR B �y��c �y1 p� PER NOTES ES ON KRMR CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERY OF THE EQUIPMENT REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP UNIFORM MECHANICAL CODE SHELTER. SITE CONTRACTOR IS ALSO RESPONSIBLE FOR TIHE FOLLOWING: OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE �y� /►����T� NO COWS s r a OCCUPANCY: U A. SITE CONTRACTOR SHALL ANCHOR CA81NETS TO EQUIPMENT FOUNDATION PER MANUFACTURER'S SPECIFICATIONS. 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 _ EER NOTES ON PL.ANSISHE �//J / ZONING: NONE +�' C THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON COMPLETION OF )'`) OT`_�" `�C�QY�� DA 2� CONSTRUCTION TYPE: II NON-COMBUSIE 4) 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL WORK IN BUILDING. WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE PROPERTY DESCRIPTION: v SITE NOTES: END OF EACH DAY. 7. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY DURING CONSULTANTS: ELECTRICAL PROVIDER: I. SITE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ACCESS AND ACCESS TO CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER THE SITE FOR VERIZON WIRELESS EQUIPMENT INSTALLATIONS. TO ORIGINAL CONDITION OR BETTER. 2. SITE CONTRACTOR IS RESPONSIBLE FOR THE COMPACTION OF THE COMPOUND (INCLUDING TRENCH BACK FILL LOCATIONS.) COORDINATE TRENCHING B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTIUTIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM ENGINEER: GENERAL CONTRACTOR: ELECTRICAL 0 WITH ELECTRICAL CONTRACTOR. FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR PROVIDER: W REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. AXIS ENGINEERING, INC VERIZON WIRELESS C Q n 3. SITE CONTRACTOR SHALL RESTORE SITE N ITS PRECONSTRUCTON STATE PRIORTHESHALL AND TO THE SATISFACTION OF THE SITE OWNER. RESPONSIBLEOF SUIT ROTHWAY 14123 N, TEXAS S SUITE 140 HOUSTON, TEXAS 77095PER 0 THE SITE WHILETHEJOB IS N ROGRESSLAND UNTIL THE JOB ISSECURITY COMPLETED W INSPECTION NOTES: CHAPTER 44 OF THE U.B.C. HOUSTON, TEXAS 77040 (713) 507 1651JREQUIRED Office: 713-460-9902 fax (713) 507 1618 J C10. 1-0 THE CONTRACTOR DURING CONSTRUCTION SHALL PROVIDE TEMPORARY fax: 713-690-5037GENERAL TELCO PROVIDER: CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL APPROPRIATE WATER, POWER, AND TOILET FACILITIES AS REQUIRED BY THE CITY OR www.axisenglneering.net CL INSPECTORS OF CONSTRUCTION SCHEDULE 48 HOURS PRIOR TO CONSTRUCTION. GOVERNING AGENCY. VERIZON CONSTRUCTION: C (NO EXCEPTIONS.) ALL CONCRETE MIX DESIGNS MUST BE SUBMITTED TO AXIS ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION (MINIMUM.) IF DIRECT 11. ALL CONSTRUCTION WORK SHALL CONFORM TO THE MOST RECENT VERSION SURVEYOR: Mr. Ken Pritchett V CONTACT OF INSPECTOR IS UNSUCCESSFUL, CONTRACTOR SHALL NO U.B.C. AND THE MOST RECENT OF ALL OTHER GOVERNING CODES, ALONG WITH THE GOVERNING RESTRICTIVE CODES. Office: 713-507-1667 1. (m AXIS ENGINEERING (713-460-9902) OF CONSTRUCTION SCHEDULE. O > 12. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL LOCAL CODE REGULATIONS AND STATE DEPARTMENT •ai OF INDUSTRIAL "> REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. V 13. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, AND DETAIL s w m in cc cc DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CHECK PROJECT DESCRIPTION SHEET INDEX ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF -SIT:, OR DO ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 14. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS OR THESE DOCUMENTS ARE PART OF AN APPLICATION TO DEVELOP AN: C.1 OVERALL SITE PLAN IMPORTANT NOTE FOR GENERAL CONTRACTOR DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS WITH THE CONTRACT UNMANNED COMMUNICATIONS FACILITY CONSISTING OF AN EQUIPMENT C,2 ENLARGED SITE PLAN & ELEVATION AT AUKE>NSMMsaemuxl6mMOO PmwE1DMTTAPE 0It93DWWAX DOCUMENTS AND THE FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN CABINETS, CONt:ECTING CABLES, DIRECTIONAL ANTENNAS AND GPS. THE UNDERGROUND QUESTION. SIZE, HEIGHT, AND DIRECTION OF THE ANTENNAS SHALL BE ADJUSTED TO AT.1 ANTENNA INFORMATION SERVM �� 15. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED BY PROPOSED EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. MEET SYSTEM REQUIREMENTS. THE ANTENNAS WILL PROVIDE CLEAR AND D.1 GENERAL DETAILS CALL DIG TM SHOWN ON THE SHALL NOTIFYIF YDIFFER FROM THE ENGINEER THE NG COUNTY. � G.1 SHELTER GROUNDING PLANS AND DETAILS SOOSE THAT MODIFICATIONS AN BE MADE BEFORELANS, PROCEEDING WITH THE WORK. NE EIABLE RCONNECTSUWILLTIONS ALLOW FORNAN INDEPENDENT INTERCONNECTS COMMUN COMMUNICATION E.1 ELECTRICAL PLAN i-MN44-M NETWORK THAT CAN CONTINUE TO FUNCTION IF THE TELEPHONE (WIRE) CALL TX 1 CALL 16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE SERVICE IS DISCONNECTED DURING AN EMERGENCY OR NATURAL DISASTER. N.1 GENERAL NOTES & SPECIFICATIONS 1-M246-4U5 CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE THESE FACILITIES WILL ENHANCE THE GENERAL HEALTH, SAFETY, AND NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. WELFARE OF THE COMMUNITY AND SURROUNDING AREAS BY PROVIDING TWO WORKING DAYS BEFORE YOU DIC RELIABLE COMMUNICATIONS AROUND THIS LOCATION. I a REVISIONS BY T O Q D a [i z Qti z � m z W5Q Ln Ncx< o e 2 z WO� w CK . O ZOUO^ n n G N_NO 1 v N � w J 6 o N O o v ` u o w Z Q � uj 3 a :2 Q �O Cr O O LJ ^to Z X � to u Z Wtnov o03 _J ~'��r- Q Z d' C13 3. a Z 0 In W W "J Z U W �w o w � F W N o H w WLLI = N =w� fn i UC QO a x W I j LAJ >j O o O � N u U 0 rc a m D ENGINEERING, Inc. w IlElka 91E ®01 d OKBRHIG 7 6200 ROTHWAY SUITE 140 n HOUSTON. TEXAS 77040 PHONE: 713-460-9202 FAX 713-690-5037 AXIS PROJECT NUMBER: 01-050727-030 DRAWN BY: GFB CHECKED BY: DB DATE e-12-07 PLOT SCAB AS SHOWN T1 ' VERIZON WIRELESS n HARVEY °w REVISIONS BY D o Qrc a Q z Q z ti z wciX 0 wo W R'O''�1n N W Of n N _U K 7 o in r] p NN7 h z m.!lo v < N W z N lO WC Wz w N O Lu N VI W K a x w Q o QW Z Cn Q In s J a rc IL ^ p Z 7 ClI� 3 In C% It o N J J Cj:f w o � Z O= IV >WW 9 ENGINEERING. Inc. umm 9B mm & 0amc 5200 ROTHWAY 9117E 140 HOUSTON. TEXAS 77040 PHONE 713-460-9902 FAX: 713-690-5037 I' AXIS PROJECT NUMBER: I 101-050727-0301 0"" BY: CPB CHECKED BY: DH I AS SHOWN I Cl V IZON MREaii HARVEY 4 EX/STING G" WOOD FENCE ^j EXISTING 1 ' TOWER ICEEXIBID O I ICE BR/OGE- V EXIS77AIG PROPOSED ICE BRIDGE OUTSIDE DIESEL GENERATOR ON AN EXISTING 14'x16' PLATFORM. EX157ING PL A TFORM, EXISTING METER & DISCONNECT, TELCO DEMARC, CONTRACTOR SHALL VERIFY ADEQUACY, BREAKER SIZE & TYPE, & GROUNDING. REPAIR OR REPLACE AS REQUIRED. (SEE SHEET E-1) 1 PROPOSED EQUIPMENT \�9 CABINETS ON AN EXISTING 6 STEEL PLATFORM. 10 5 0 10 ENLARGED ME PLAN SCALE 1" = 10' ALL TRENCHING IS SCALE: 1" = 10.-0" TO BE HAND DUG NOTES EXISTING UNDER GROUND UTILITIES ARE 1.) CONTRACTOR IS TO REPAIR ALL DAMAGE RESULTING FROM NOT SHOWN. CONTRACTOR IS TO LOCATE CONSTRUCTION BACK TO PRE CONSTRUCTION CONDITION AND PROTECT EXISTING UNDER GROUND AT COMPLETION OF WORK. UTILITIES DURING CONSTRUCTION NOTE 2.) CONTRACTOR SHALL COORDINATE SITE ACCESS TIMES AND THIS PLAN IS SHOWN TO CLARIFY THE EQUIPMENT STAGING LOCATIONS WITH LAND LORD. RELATIONSHIP OF LESSEE'S WORK TO 3.) ICE BRIDGE LENGTH SHOWN IS RELATIVE. LENGTH AND EXACT OVERALL SITE ONLY. AXIS ENGINEERING ALIGNMENT WITH SHELTER MAY VARY FROM DRAWING DIMENSIONS. CLAIMS NO RESPONSIBILITY FOR THE LEGAL ICE BRIDGE WILL APPROACH TOWER AS SHOWN. DESCRIPTIONS SHOWN. last Worked 03-Harvey(Crown)-C2.dwg AUG 17, 2007 TIME: 1:03 PM EXISTING SHEL TER ICE BRIDGE (SEE SHEET D-1) REVISIONS HY 9 0 Q a a QN U Q2 TOP OF TOWER 150.0' A.G.L. W o,,Icr< O �/0 Z J�X w d'OC�M1 O O n �V n N EXISTING % 2C50^ ANTENNAS o NN�n x w w s EXISTING d O ANTENNAS 0 ■` W 17_1r 120.0E A.G.L. CENTER LESSEE'S ANTENNA ARRAY v LESSEE'S DIRECTIONAL ANTENNAS z THE SIZE, HEIGHT, AND DIRECTION t OF THE ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM N REQUIREMENTS. CONTRACTOR IS TO VERIFY ANTENNA W Z CENTERLINE ELEVATION WITH LESSEE O Q PRIOR TO INSTALLATION. r F- 0 Q EXISTING W Q W MONOPOLE J (n I- ������ z L.LI Q N OF , \L 9 x T•X�, z 3 47 • Z ••• •� o W U . ...... .......... D. E. BALLARD w w } �1l� •48470.....• ��LLJuj 10N > 0•• F �•' ri 'nCc••.c/STERF,. ��� � p Z Q /ONAU E�G� cD ON = W Y Z o LAJ r u AXIS ENGINEERING IS NOT o RESPONSIBLE FOR THE a � STRUCTURAL ADEQUACY OF 3 THE TOWER WITH LESSEE'S € EQUIPMENT. REFER TO STRUC- 10 ENGINEERING. Inc. oETEssEosaaBROW TURAL ANALYSIS (BY OTHERS) N 6200 ROTHWAY SUITE 140 LEGEND -•>-•>-•>- LESSEE FENCE — - - — LESSEE LEASE LINE — — LESSEE EASEMENT - - - - - - - - - LESSEE U.G. TELCO 227.10 LESSEE ELEVATION - - - - LESSEE U.G. POWER 351.9 LESSEE RETAINING - - ' ' - LESSEE O.H. UTILITY WALL ELEVATION EXISTING EASEMENT LESSEE PAVING EX. PROPERTY LINE 0 LESSEE UTILITY EX. C.L. FENCE .- EX. B.W. FENCE POLE +227.10 EX. ELEVATION — — EX. O.H. UTILITY EX. HIGH BANK HOUSTON, TEXAS 77040 EX/STING D PHONE 713-460-9902 MONOPOLE z FAX: 713-690-5037 w w �.edem01nev1n0net AXIS PROJECT NUMBER: 01-050727-030 rc LESSEE TO USE EXISTING o UTILITY RACK WITH TELCO z DEMARC, MANUAL TRANSFER z SWITCH, HOT GUTTER, DISCONNECT & POWER PANEL. • ` W LESSEE'S € GENERATOR LESSEE'S EQUIPMENT CABINETS LESSEE'S TO USE DRAWN �; EXISTING ICE BRIDGE. LESSEE'S EX/57NG CAPS ANTENNA Z cae CHECKED BY: SHEL TER LESSEE'S v ICE BRIDGE ne DATE 0 9-12-07 Z PLOT SCALE u O AS SHOWN TILE NAME na C2a VERIZON WiRHFSS SITE ELEVATION PLATFORM FENCE SCALE: N.T.S. HARVEY ANTENNA TABLE RAD. CENTER 120' A.G.L. PCS ANTENNA TYPE NUMBER OF ANTENNAS PER SECTOR, TOTAL ANTENNA SIZE H W D „ 850 ANTENNA TYPE NUMBER OF ANTENNAS 2 PER SECTOR, 6 TOTAL ANTENNA SIZE H „ W D „ AZIMUTH ALPHA BETA GAMMA ANTENNA MOUNT PIPE TYPE MOUNT COAX SIZE II l NUMBER OF COAX PER SECTOR, TOTAL ANTENNA INFORMATION TABLE NOTES: 1.) FOR TYPICAL ANTENNA AZIMUTHS SEE ANTENNA CHART, BUT CONTRACTOR IS TO VERIFY RF INFORMATION WITH VERIZON WIRELESS BEFORE INSTALLATION. TXO/RXO PCS ANTENNAS TX1/RX1 (IF USED) TYPICAL ANTENNA LAYOUT (SEE SHEET C2 FOR ANTENNA NOTES) 2.) COAX ARE TO BE MARKED WITH VINYL TAPE CORESPONDING TO THE COLOR CODING CHART. COAX SHALL BE MARKED AT BOTH ENDS AND MARKS SHALL BE VISIBLE FROM THE GROUND. MARKING BANDS AT THE TOP SHALL BE 2" WIDE AND SHALL BE 1" WIDE AT THE BOTTOM. 3.) CONTRACTOR SHALL VERIFY THE NUMBER AND SPACING REQUIRED FOR THE ANTENNAS IN EACH SECTOR WITH VERIZON WIRELESS AND SHALL ALLOW FUTURE SPACING AS DIRECTED. 4.) GPS ANTENNA CABLE SHALL ENTER THE SHELTER THROUGH AN INDEPENDENT PORT. - Anfe»n .i leight (ft) AntirirnA . Spacing Cellular Antenna Sp;}Cing PCs 10 4.5 2 20 45_ .. 2 30 4.5 2 .... 40 . 4.5 2 50. 45 2 6i1 .. 59 24 70 .: _ 6:3 2.9 80 7.2 3.2 90;: 8.1 3.6 I00 9 . 4• ILO 9.9 4A . 120 tG.B: 4:8 130 1.1.7 140-- 12.6 i;Cv 1,5}0� f3♦5 �i/. IGO .:IQ• .'6.d: 170, <;Id .. 6.9 190 -6,1C 72 190 -atd aS k 7.6 z , 8 210 td &4: 220 230. �1d 9.2 260 270��. 1i1- .280 290'AI',Q'>,`ti zo 10 _ 350.. TYPICAL ANTENNA SEPARATION CHART (SEE ANTENNA TABLE, THIS SHEET) 11 D. E. BALLARD ........................ • 48470 4 ►'1" C/STF-...fir' CGS 1,k_ DNA\- — — — — — — — — — ALPHA ►I ` X 0 /1/ X 1 000 0 BETA ►I / TX 0 / TX 1 I ` RX 0 RX 1 GAMMA ►1 l RTX TX X 0 /�/BI lo� lob I- - - - - - - - - - - -� INTERIOR VIEW OF ANTENNA ENTRY PORT TYPICAL PCS ANTENNA COAX ENTRY PORT ANTENNA COLOR CODING CHART OR=ORANGE, W=WHITE,B=BLUE R=RED & Y=YELLOW 1 TXO/RXO ALPHA 1-OR, 1-W, 1-B 2 RX1 ALPHA 1-OR, 2-W, 1-8 3 FUTURE 4 GPS 5 TXO/RXO BETA 1-R, 1-W, 1-B 6 RX1 BETA 1-R, 2-W, 1-B 7 FUTURE 8 FUTURE 9 0/RXO GAMMA 1-Y, 1-W, 1-B 10 RX1 GAMMA 1-Y, 2-W, 1-B 11 FUTURE 12 1 FUTURE TYPICAL PCS ANTENNA COLOR CODING ALPHA ► o oo�o� � BETA Ow- I �oV y 1(Ol I RX 1 X 0 GAMMA ► INTERIOR VIEW OF ANTENNA ENTRY PORT TYPICAL CELLULAR ANTENNA COAX ENTRY PORT ANTENNA COLOR CODING CHART OR=ORANGE, W=WHITE,B=BLUE R=RED & Y=YELLOW 1 TXO/RXO ALPHA 1-OR, 1-W 2 RX1 ALPHA 1-OR, 2-W, 3 TXO/RXO BETA 1-R, 1-W 4 RX1 BETA 1-R, 2-W 5 0/RXO GAMM 1-Y, 1-W 6 RX1 GAMMA 1-Y, 2-W 7 GPS REVISIONS BY m Q a QN U Q W NON O f0 Z 4 aQ 0 J X � mcr �WUT o x ZVO� p m NNh v ' p C N gi W W g C O W w p ui a a Q Z CO) O X z ►- W O s < Z O ` Z O C0 � w � Z W w>- Z > z �Qf J H Z Z z O T } LLI: Z B Lu L i r n ENGINEERING. Inc. 6200 ROTHWAY � SUITE 140 HOUSTON, TEXAS 77040 PHONE: 713-/60-9902 FAX 713-690-5037 —axi—gheming.net AXIS PROJECT NUMBER: 01-050727-030 DRAWN BY: GFEI CHECKED BY: DB DATE 9-12-07 PLOT SCALE AS SHOWN FlLE NAME AT-1 ANTENNA INSTALLATION NOTES last Worked 04-Horvey(Crown)-AT1.dwg - TYPICAL CELLULAR ANTENNA COLOR CODING VERIZON WIRELESS HARVEY o_ N N I, 0 0 O_ V) GRADE LINE © BARBED WIRE GATE FRAME 2" O.D. TENSION BAR ALLLEND RE TIES CAP GALV., T-40 W/WELDED ALL 4-SIDES /(ALLY OSTS TYP. TOP BRACE CORNERS LLATCH FORK OCKNG DEVICE PADN BAR EA. I--.--.�-�—�I P.LJI I \\ C.L. FABRIC 7 COILED SPRING -�II LU �Qq CORNER POST 10'-0" (TYPICAL AT ;� IIII Iu 1--@LINE POST I 10-- 1 I I - - ROD II 1 1,_6.. I LiLGATE POST J_10" CONCRETE LuJ SATE POST FENCE NOTES: 1. FABRIC TIES - SECURE FABRIC WITH 9 GU GALVANIZED 71ES TO LINE POSTS 0 14" O.C. AND TO RAILS 0 24" O.C. SECURE FABRIC TO TENSION WIRE WITH GALVANIZED HOG RINGS 0 24" O.C. 2. POSTS TO BE SPACED 10'-0" O.C. MAX. SET IN CONCRETE HAVING A MIN. COMPRESSION STRENGTH OF 2500 P.S.I. 0 28 DAYS. CROWN TO SHED WATER. FOOTING SIZE TO BE IN ACCORDANCE WITH THE SCHEDULE SHOWN: 3, ALL POSTS AND FRAME WORK SHALL BE HOT DIP GALV. COATED STEEL, 50,000 K.S.I. PER ASTM 463 4. BRACE AND TRUSS ASSEMBLY AT EACH CORNER, TERMINAL AND GATE POST 5, #7 GAUGE COIL SPRING BOTTOM TENSION WIRE. 6. ALL GALVANIZED PIPE TO CONFORM TO ASTM - A120. 7. AL GALVANIZED CHAIN LINK TO CONFORM TO ASTM - A392. 8. ALL GALVANIZED FITTINGS TO CONFORM TO ASTM - A153. 9. ALL GATES SHALL HAVE "DUCK BILL" HOLD OPENS AT FULL OPEN 10. ALL GATES SHALL HAVE AN IN GROUND PLUNGER ROD RECEIVER THAT ACCOMPANIES THE LATCH. (1-1/2" GALVANIZED PIPE TYP.) 11. GATE SHALL HAVE LATCH FORK W/PAD (SHALL ACCEPT A PAD LOCK.) 12. INSTALL GATE STOP LATCH AT FULL OPEN ON EACH GATE AND INSTAL A 1-1/2- GALV. PIPE 12" LONG INTO THE GROUND FOR THE CLOSED GATE LOCK GROUND STABILIZER. TYPICIAL FENCE DETAIL/ELEVATION SCALE: N.T.S. 6" MIN CRUSHED LIMESTONE BASE SOOX MARAF1 WEED BARRIER (OR EQUAL) I —I f ' COMPACTED SUBGRADE I=1 I I=1 I I -I TO 95% STD. PROCTOR SUBGRADE COMPOUND SECTIONS 3 SCALE: N.T.S. FOR LIMESTONE SPECIFICATIONS, REFER TO SHEET N1, LIMESTONE SPECIFICATION SECTION. 1-1/2 SACK CEMENT 50OX MARAFI WEED BARRIER (OR EQUAL) WARNING TAPE AT 12" MIN. TELCO CONDUITS I —II BANK SAND —III_ I' POWER CONDUIT CIVIL CONTRACTOR TO NOTE: COMPLETE FINAL COMPACTION IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE PROPER COMPACTION ACROSS ENTIRE SITE. ELECTRICAL CONTRACTOR SHALL COORDINATE COMPACTION RESPONSISIUTIES W/ GEN. CONTRACTOR /-'\ CONDUIT BEDDING SCALE: N.T.S. FOR TRENCH & BACKFILL SPECIFICATIONS, REFER TO SHEET N1, TRENCH & FILL SPECIFICATION SECTION. 16-0" GATE, DOUBLE SWING PROVIDE HOLD OPEN STOP FOR Fncx SIDE of GATE 0 30 O.D. x SCHED. 40 CORNER POST 4"0 O.D. x SCHED. 40 GATE POST (GALV. TO CONFORM TO ASTM-A120) O 2" DIAMOND MESH #9 GAUGE X 8'-0-(MIN.) (1.02 OZ.) ALL GALV. CHAIN LINK TO CONFORM TO ASTM A392. © 3 STRANDS OF GLASS III GALVINIZED BARBED WIRE. (TYPICAL) 0 2-3/8"0 O.D.xSCHED. 40 LINE POST (GALV. TO CONFORM TO ASTM-A120) I II I I II I I II I LSECTION O 5/8"0 ADJUSTABLE TRUSS ROD W/TURNBUCKLE (GALV. TYP.) FO 2"0 WELDED GATE FRAME (SCHED 40 PIPE TYP. W/TENSION BAR AT ALL FOUR SIDES. (GALV.) O rrr © WIRE TIES AT 24" O.C. TYPICAL OH 1-5/8"0 TOP BRACE (GALV. PIPE TO CONFORM TO ASTM-A120) TYPE OF POST (ROUND, TYP.) FABRIC HEIGHT OL DI ER HOLE DEPTH POST EMBEDMENT POST SIZE POST GAGE LINE POST 12' 10 38" 36" 2" .072" CORNER POST 8' 12' 16" 38" 35" 3" .09" GATE POS 8' TO 12' 18" 38" 36" 4" .09" A/C OVERFLOW TUBE. PENETRATE 2" GRAVEL FILL. 6" Of PERFORATED PVC PIPE WITH GLUED CAP. DRILL CAP TO ACCEPT FILL DRAIN WITH A/C OVERFLOW TUBE. PIPE CAP, TYP PEA GRAVEL 6" MIN CRUSHED LIMESTONE BASE 50OX MARAFI WEED BARRIER (OR EQUAL) ()' COMPACTED SUBGRADE SUPPORT MEMBER -III—III—III-1 I 1-1I1-I I TO 95% STD. PROCTOR ®36" O.C. TYP. A/C FRENCH DRAIN SUBGRADE SCALE: N.T.S. LOCATE DRAIN DIRECTLY BELOW A/C OUT FLOW, BUT NOT CLOSER THAN 10" FROM CENTER OF DRAIN TO SHELTER FOUNDATION. 50OX MARAFI WEED BARRIER (OR EQUAL) - COMPACTED TO 95% STD. 6" COMPACTED CRUSHED LIMESTONE BASE PAVING SECTIONS SCALE: N.T.S. FOR LIMESTONE SPECIFICATIONS, REFER TO SHEET N1, LIMESTONE SPECIFICATION SECTION. 2 TYPICAL ANTENNA COAX ROUTING SCALE: N.T.S. MTS BRACKET MASTER WAVEGUIDE BRIDGE PART WB-KL210-1082 (OR EQUAL) 3/8" STAINLESS OR GALV. ALL -THREAD RODS 0 36" OX I L-CONT. 24" GALV. GRIP STRUT 1 vo z SIDE VIEW ANTENNA CABLES (12 TOTAL) m ATTACHED WITH STAINLESS COAX HANGERS 0 36" O.C. TYP., SEE MANUFACTURES SPECS I I FOR MAX. BEND RADIUS EXTEND EXISTING POSTS TO GIVE HEAD CLEARANCE SHOWN. VERIFY POST EXISTING FOUNDATION CABLE BRIDGE TRAPEZE ASSEMBLY SCALE: N.T.S. FOR CONCRETE SPECIFICATIONS, REFER TO CONCRETE NOTES ON SHEET Ni. CRUSHED COMPACTED LIMESTONE SUBGRADE BASE 1-1/2 SACK CEMENT STABILIZED SAND EXISTING PROFILE SET FLOW LINES, SIZE, AND END SLOPES PER COUNTY PERMIT ro--�-CULVERT SECTION SCALE: N.T.S. FOR EXCAVATION, FILL & COMPACTION SPECIFICATIONS, REFER TO SHEET N1, GENERAL & EXCAVATION & FILL NOTES. m REVISIONS BY o Q a � Qz. z Q zz w Li yoln o 0 ww<N7 13 J X 0 W ujow m(x n o 0 n N- Z rn n vi : O O a 0 1 Z[I NNE M] v WVl J W z z N O o W o U \ ' S u. � Q Q a 0 rg Q FLLI - X N W IN a J � Z 12 LAJ i Co p o J -J U N < Lu ow W a: �- ZLAj �j W w 0a W i z 0 U W 0 a N o ENGINEERING, Inc. w vmm 910901 ! DOWN 620D ROTHWAY SUITE 140 F HOUSTON. TEXAS 77040 PHONE 713-46D-9902 x FAX: 713-69D-5037 w rrr.avleengineminq.net AXIS PROJECT NUMBER: 6 01-050727-030 z a w N rc DRAWN BY: z GFB N CHECKED BY: i DB DATE 3 9-12-07 PLAT SCALE AS SHOWN nu NAME i D1n c ' VERIZON WIRELESS HARVEY EXISTING METER & DISCONNECT. VERIFY CAPACITY & BREAKER SIZES TO MEET VERIZON STANDARDS. ■ NEW GENERATOR EXISTING COMPOUND LIGHT. FIELD LOCATE LIGHT, VERIFY TIMER & GFI AS REQUIRED. MANUAL COMPOUND LIGHT TWIST TIMER - EXISTING TELCO CONDUIT EXISTING TELCO SERVICE - -- — — — — — — — — — — — — — — — — — — — — — — — — — — 1-1"0 CONDUIT FOR SITE UGHT- SINGLE LINE DIAGRAM GENERAL NOTES: N. A. ALL WORKS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (EDITION ENFORCED BY LOCAL O AUTHORITY), AND ALL APPLICABLE STATE AND LOCAL LAWS AND REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUCTED AS TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE NECESSARY THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH P. THESE REQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY (SPECIALLY BEFORE BIDDING SUBMITTAL) NOTIFY THE ENGINEER IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT WHICH ARE AFFECTED. Q. B. THE CONTRACTOR SHALL MAKE A SITE VISITATION PRIOR TO BIDDING AND CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHOULD NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERY C. F L. M THE CONTRACTOR SHALL VERIFY THE EXACT METHOD AND REQUIREMENTS OF SERVICE BY UTILITY COMPANIES DURING BIDDING AND INCLUDE ALL COST FOR A COMPLETE SYSTEM IN THE BID. PVC SCHEDULE 40 MAY BE USED AS PERMITTED BY CODE IN LIEU OF RIGID STEEL CONDUIT FOR UNDERGROUND APPLICATIONS ONLY. INSTALL A CODE SIZED INSULATED BONDED EQUIPMENT GROUND CONDUCTOR (GREEN). USE RIGID STEEL 90' ELBOWS. REFER TO GROUNDING NOTES ON SHEET G. ELECTRICAL CONTRACTOR MUST REVIEW EQUIPMENT GROUNDING GUIDELINE FOR CELLULAR RADIO INSTALLATIONS AND CONFORM TO RECOMMENDATIONS THEREIN. ELECTRICAL EQUIPMENT, CIRCUIT PROTECTIVE DEVICES, BUSSING AND SWITCHES SHALL BE RATED TO INTERRUPT OR WITHSTAND SHORT CIRCUIT FAULTS GREATER THAN THE AVAILABLE FAULT CURRENT. OF ANY DISCREPANCIES. TO COMPLY WITH THIS PRON TOVISSUMES ALL LIABILITY FFORFAILURE ELECTRICAL NOTES: THE EXTENT OF THE WORK IS.INDICATED BY THE DRAWINGS, SCHEDULES, AND THIS SPECIFICATION AND IS SUBJECT TO THE TERMS AND 1. CONTRACTOR SHALL REMOVE ALL TEMPORARY GROUNDING PROVIDED CONDITIONS OF THE CONTRACT. THE WORK SHALL CONSIST OF FURNISHING DURING TOWER INSTALLATION AND REPLACE WITH PERMANENT GROUNDING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES NECESSARY FOR A PER THE GROUNDING PLAN AND DETAILS. COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. INCLUDING WORK NOT 2. CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER ON JOB SITE SPECIFICALLY MENTIONED OR SHOWN ON THE CONTRACT DOCUMENTS BUT INCLUDING SERVICE POLE, ENTRY CONDUCTORS, METER, AND ARE NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. DISCONNECTS AS REQUIRED. IF POWER COMPANY TEMPORARY SERVICE THE DRAWINGS INDICATE DIAGRAMMATIC ALLY THE DESIRED LOCATIONS OR IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE A IOKW MIN. SIZE ARRANGEMENTS OF THE CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC. AND GENERATOR TO SUPPLY DEMAND. SHALL BE FOLLOWED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE LIMITATIONS. 3. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FEEDER AND BRANCH CIRCUITS SHALL BE RUN IN EMT FOR INDOOR PROTECTED BUILDING CODE AND ALL OTHER CODES HAVING LOCATIONS ONLY. FEEDER AND BRANCH CIRCUITS RUN IN NONMETALLIC JURISDICTION. CONDUIT SHALL INCLUDE A CODE SIZED EQUIPMENT GROUNDING CONDUCTOR HAVING GREEN INSULATION. THE EQUIPMENT GROUND CONDUCTOR SHALL 4 ALL WIRE IN ALL SERVICE AREAS SHALL BE TYPE THWN-2 BE PROPERLY CONNECTED TO MAINTAIN ELECTRICAL CONTINUITY. COPPER, MINIMUM SIZE #12 AWG. EXCEPT CONTROL WIRING. WIRING SHALL BE COPPER TYPE 7HWN-2. ALL WIRE UNDERGROUND AND IN WET SERVICE AREAS SHALL BE TYPE THWN-2 COPPER, MINIMUM SIZE #12 AWG. EXCEPT CONTROL WIRING. ALL DIRECT BURIED GROUNDING CONDUCTORS SHALL BE #2 SOLID, BARE TINNED COPPER. 5 ELECTRICAL CONTRACTOR SHALL CONNECT GROUNDS FROM ELECTRICAL EQUIPMENT ON EXTERIOR OF ALL NON —DIRECT BURIED TELEPHONE EQUIPMENT GROUNDING CONDUCTORS SHALL SHELTER (M.T.S. & DISCONNECT) TO EXTERNAL GROUND BE #2 STRANDED, THWN (GREEN). LOOP. ALL TELEPHONE EQUIPMENT GROUNDING CONNECTIONS AND SPLICES SHALL BE 6. ELECTRICAL CONTRACTOR SHALL COORDINATE DROP MADE WITH BURNDY 'HY—GROUND" CONNECTORS EXCEPT WHERE NOTED POLE SET WITH LOCAL UTILITY COMPANY. OTHERWISE 7. CONTRACTOR SHALL FILL TRENCH EXCAVATIONS AS PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. NOTED IN "EXCAVATION AND FILL SPECIFICATIONS" CONTRACTOR SHALL CHECK RESISTANCE BETWEEN GROUNDING (ELECTRODES IN THESE DOCUMENTS. AND COLD WATER PIPING) AND TELEPHONE EQUIPMENT. MAXIMUM 8. STUB UP LOCATIONS FOR ELECTRICAL AND TELEPHONE RESISTANCE SHALL NOT EXCEED 5 OHMS. SHALL BE COORDINATED WITH VERIZON AND UTILITY SERVICE REQUIREMENTS ARE SHOWN ON THE DRAWINGS BASED ON SHELTER MANUFACTURER DRAWINGS. INFORMATION AVAILABLE AT THE TIME AND ARE NOT GUARANTEED. 9. EXTERIOR CONDUIT TO BE RGS TO 18" BELOW GRADE EXCEPT DISCONNECTS SHALL BE HEAVY DUTY — MIN. 10,000 AIC RATING. ACCEPTABLE IN AREAS OF VEHICLE TRAFFIC WHERE IT SHALL BE 24" BELOW GRADE. MANUFACTURERS: G.E., SQUARE D. WESCO/CUTLER HAMMER OR SIEMENS. 10, INSTALL PULL BOXES AS REQUIRED BY N.E.C.. EXISTING POWER PANEL VERIFY INSTALLED CAPACITY & UPGRADE AS REQUIRED —n EXISTING SURGE f EXISTING TELCO DEMARC VERIFY INSTALLED CAPACITY At UPGF AS REQUIRED _\-71-2"0 CONDUIT NTH (3) #3/0 & (1) #2 (BY ELECTRICAL CONT.) (SEE NOTE 9) VERIFY CAPACITY & BREAKER SIZES TO MEET VERIZON STANDARDS. EXISTING AUTOMATIC TRANSFERE SWITCH EXISTING DISCONNECT HOT GUTTER EXISTING UTILITY RACK 1-1"0 CONDUIT FOR CONTROL WIRE AND —1�1"0 CONDUIT CONDUIT GROUND WIRE TO GENERATOR TO BATTERY CHARGER TO ELECTRICAL CONT.) (SEE NOTE 9) (BY ELECTRIAL CONTRACTOR) EXISTING 3"0 CONDUIT VERIFY CAPACITY OF POWER CONDUIT & AMPACITY TO MEET VERIZON STANDARDS. 400' f PANEL VLF IZONrypF_ _SURFACE VOLTB 120/240V tiiAN 200 AMPS CYCLE 60 Hz PHAB�Wf� 3 MOUNTNO SURFACE Tip 200A To Automatic Transfer Switch pa 3/0 LOAD PER LOA PER LOCATION & CITY. UNIT PHASE (VA) WIRE a WIRE I3 PHA (vA) UNIT LOCATION & �, REMARKS V.A. A B a SIZE N0. 0 $ - NO. d SIZE a B A V.A. REMARKS 1^A 5A EXTERIORLIGHT 1 100 100 1 #12 1 2 #12 1 180 180 1 GFlC RECEPTACLE 1 325 325 2 #10 3 ISA .-. 4 #10 2 1163 - 325 1 � 15A RECTIFIER-6 (50X) 1 325 325 2 #10 5 6 #10 2 1163 325 1 15n � 1 325 325 2 #10 7 8 #10 2 582 325 1 (LCIIFIER-2 (1—,T5n REC7IFIER-7 (25%) 1 325 325 2 #10 9 10 #10 2 582 325 1 1 325 163 2 #10 1t 15A 12 N10 2 582 2325 1 '� RECTIFIER-8 (25%) 1 325 1163 2 #10 13 'I` 14 #10 2 582 2325 1 15A 1 325 163 2 #10 15 16 #12 1 240 240 1 DEMARC GR 1 0 1 325 163 2 #10 17 'I` 18 #12 1 240 240 1 1 BATTERY CHARGER 1 325 582 2 Iy10 19 15n 20 1 325 582 2 #10 21 '� 22 ALL A.I.C.= 10, 000 ALL WIRES ARE THWN-2 240 240 JUtlIV IAL CONTINUOUS TOTAL KVA nNuous x 1.2s 6.54 7��l 2507 2327 SUBTOTAL NON -CONTINUOUS TOTAL KVA NON-CONDNUOUS 15.30 TOTAL KVA 21.84 CALCULATED LOAD= 91.0 AMPS TOTAL AMPS 91.0 REVISIONS BY 9 o Q 8 a T Qti z Qti z rc CO z ww< ul o Z -ox - UW w 0:5A n R � a zo _ n 0 ""M :;:_ �^ q z F 0 N O afte 0 W a a w w Ix a Z z w § a �- `a J W CL H i J c N i Q Uj U J W U Q of Q W o J W O N rc Q w i i 0 U 0 0 a: ENGINEERING. Inc. 0 wam SQ oc9ol a 01DIFffi•19 6200 ROTHWAY SUITE 140 F HOUSTON. TEXAS 77040 PHONE: 713-460-9902 x FAX: 713-69D-5037 w w •••.missngNeerNq.nst AXIS PROJECT NUMBER: 01-050727-030 v w w � DRAWN BY; : Gr6 _N CHECKED BY: DH DATE D 9-12-07 !' PLAT SCALE AS SHOWN j FILE NAME J C Elf c E e ' VERIZON WIRELESS HARVEY 2 CL M N z F 0 0 M a In 2 GENERAL GROUNDING NOTES 1. ALL GROUND RODS SHALL BE A MIN. 5/8"x8'-0" GALVANIZED STEEL. 2. BELOW GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED SOLID COPPER MIN. 3. GROUND RODS SHALL BE DRIVEN TO A DEPTH SUCH THAT THE TOP OF ROD IS 30" BELOW FINISHED GRADE. 4. HOLD BENDS TO AN 12" MIN. ABOVE GROUND AND 24' BELOW GROUND. 5. A MECHANICAL JOINT WILL BE PERMITTED FROM HVAC & ELECTRICAL EQUIPMENT TO GROUND RODS. 6. GROUND ALL EXTERIOR EQUIPMENT. (MISC.) TO EXTERIOR GROUND LOOP AS WELL AS PER N.E.C. 7. GROUND HVAC UNITS TO EXTERIOR GROUND RING. 8. THE EXTERNAL GROUND RING MAY TAKE THE PHYSICAL FORM OF A "C" OR AN 'L" SHAPE IN CASES WHERE ALL SIDES OF THE BUILDING ARE NOT ACCESSIBLE. 9. GROUND RODS ARE TO BE PLACED ALONG GROUND RING AT NOT LESS THAN 8 FEET APART, 10. USE 2-HOLE LUG ON ALL LEADS TO MASTER GROUND BAR. FENCE GROUNDING NOTE 1.) ALL FENCE POSTS WITHIN 25' OF THE TOWER GROUND RING OR WITHIN 6' OF THE EQUIPMENT GROUND RING ARE TO BONDED TO THE APPRORIATE GROUND RING WITH A #2 SOLID COPPER, TINNED GROUND LEAD. 2.)INSTALL A STANDARD GROUND ROD BETWEEN THE FENCE POST AND GROUND RING. CONNECTION JOINT PREPARATION THE SURFACES OF EACH CONDUCTOR TO BE CONNECTED ARE TO BE WELL CLEANED, REMOVING ALL PAINT, DIRT, AND CORROSION IN THE AREA OF CONNECTION BEFORE EACH JOINT IS MADE, WHETHER IT BE A MECHANICAL OR WELDED JOINT. AFTER MECHANICAL JOINTS ARE COMPLETED, APPLICATION OF AN ANTIOXIDANT COMPOUND, SUCH AS " NO-OX " OR EQUIVALENT IS RECOMMENDED. WHEN USING NON -WELDED MECHANICAL CONNECTIONS, SUCH AS BOLT- ON LUGS, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED. 1. TO ENSURE GOOD ELECTRICAL CONTACT, THE MATING SURFACES SHOULD BE CLEAN AND FLAT. 2. TWO -HOLED LUGS ARE REQUIRED ON ALL #2 AWG OR LARGER GROUND LEADS MECHANICALLY ATTACHED TO THE M.G.B., I.G.B., AND E.G.B., AND ARE PREFERRED FOR OTHER GROUNDING LEADS WHERE THE SIZE OF THE WIRE (#6 AWG OR LARGER) MIGHT EXERT SUFFICIENT STRESS ON THE LUG TO LOOSEN A SINGLE MOUNTING BOLT. 3. STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, ETC.) IS REQUIRED ON ALL OUTSIDE CONNECTIONS AS WELL AS ON THE M.G.B. AND I.G.B., AND IS PREFERRED FOR ALL OTHER GROUND LEADS. LUGS MAY BE TINNED RATHER THAN STAINLESS. 4. THE LUG HOLES AND STAINLESS BOLT SIZES ARE TO BE CHOSEN TO MATCH THE MOUNTING HOLE SIZES, SO THAT THERE IS MINIMAL PLAY IN THE MECHANICAL ASSEMBLY PRIOR TO TIGHTENING THE NUTS. SPLIT RING TYPE LOCK WASHERS SHOULD BE USED TO PREVENT THE NUTS FROM LOOSENING. M.G.B. = MASTER GROUND BAR E.G.B. = EXTERNAL GROUND BAR I.G.B. = ISOLATED GROUND BAR GATE POST BURNISH, CADWELD (TYPE VB) 4/0 WELDING CABLE TO POST & FINISH W/GALV. PAINT #2 TIN PLATED SOLID, COPPER GROUND WIRE TO GROUND ROD WITH JUMPER TO OPPOSITE GATE POST GROUND. - GATE POST GROUNDING IVI SCALE: N.T.S. NOTE: SEE NOTES THIS SHEET FOR INTERMEDIATE FENCE POST GROUNDING. /- EXOTHERMIC WELD JOINT i TYPE - GT TEE / HORIZONTAL CABLE, VERTICAL ROD EXOTHERMIC WELD JOINT STEEL SURFACE PAINT W/ GALVANIZED PAINT i AFTER INSTALLATION. #2 TIN PLATED SOLID COPPER GROUND LINE TO LOOP BELOW TYPE - VB TAP / VERTICAL TO STEEL, CABLE DOWN AND OFF SURFACE EXOTHERMIC WELD JOINT TYPE - TA TEE / HORIZONTAL EXOTHERMIC WELD JOINT TYPE - PC PARALLEL TAP / HORIZONTAL OVER AND UNDER, TAP ON TOP EXOTHERMIC WELD JOINT TYPE - GR. HORIZONTAL CABLE TO VERTICAL DOWN ROD -RIGHT ANGLE CORNER POST BURNISH, CAD WELD TO POST & FINISH W/GALV. PAINT. EXOTHERM WELD JOIN #2 TIN PLATED SOLID COPPER GROUND WIRE 5/8"0 COPPER TO GROUND ROD STEEL, GROUNE #2 TIN PLATED TO GROUND ROD.SR LID I I I � CORNER POST FOOTING COPPER GROUND WIRE I I FENCE POST GROUNDING TYPE - NC TEE / HORIZONTAL THRU AND TAP CABLES, VERTICAL DOWN ROD DIAGRAM NOTES : 1❑ COAX COLLECTOR GROUND BAR ATTACHED DIRECTLY TO TOWER. MAXIMUM SPACING BETWEEN GROUND BARS TO BE 75'. OTOWER GROUND BAR ATTACHED DIRECTLY TO TOWER & DROP 2 - #2 TIN PLATED SOLID COPPER GROUND LINES TO TOWER LOOP BELOW. ❑3 VERIFY ICE BRIDGE POST GROUNDING. ® COAX TRAY : 1 - #2 SOLID COPPER JUMPER AT EACH END. EflVERIFY OR REPAIR GROUNDING ON EXISTING GROUND BAR TO HAVE 2-#2 TIN PLATED SOLID COPPER GROUND WIRES TO GROUND LOOP. © VERIFY ADEQUATE GROUNDING OF EXISTING PLATFORM STEEL. O1-#2 TIN PLATED SOLID COPPER GROUND WIRE FROM TELCO DEMARC TO GROUND LOOP (VERIFY MFGR.'S REQUIREMENTS) ®1-#2 TIN PLATED SOLID COPPER GROUND WIRE FROM GENERATOR TO INDEPENDENT GROUND ROD WITH JUMPER TO EXISTING GROUND LOOP. 9❑ CORNER FENCE POSTS : GROUND ALL CORNER FENCE POSTS. SEE DETAIL "N' THIS SHEET. GROUND GATE POSTS AS PER DETAIL "M" THIS SHEET. CONNECT GATE POST GROUND RODS WITH #2 TIN PLATED SOLID COPPER JUMPER. COAX GROUND LEADS TO GROUND BAR, SEE G-2. PROVIDE GROUND BARS ON MAX. 75' APART ON TOWER (SEE 2) GROUND PRIMARY ELEC. SERVICE ENTRANCE TO INDEPENDENT GROIUND ROD, PER N.E.C. (SEE EXISTING GROUNDING NOTES) VERIFY CONTINUOUS GROUND FOR FULL LENGTH OF ICE BRIDGE AND INSTALL JUMPERS AS REQUIRED. 14 #2 TIN PLATED SOLID COPPER GROUND WIRES FROM EQUIPMENT CABINETS TO GROUND LOOP. INSTALL PER MFGR.'S SPECIFICATIONS. A oF•rEX��I° r •'9 .............. D. E. BALLARD ................... • EXISTING PLATFORM GROUND LOOP Ito t••'pF 8470O•••�C�/i (SEE EXISTING GROUNDING NOTES) J� � �� • • /ST ERA`'. "G\?r --� �IJ ----------------------------------_��� /ONAE��� EX/SANG ELECTRICAL PANEL & GROUNINGRE CONTRACTOR SHALL NC \ VERIFYLI I�ER/FY, REPAIR &REPLACE TO r VERIZON STANDARDS I EX/5771VG PLATFORM / I I (SEE EXISTING I ^ \ GROUNDING NOTES) r EXISTING TELCO OEMARC \\ EXISTING r CERNERA TOR BREAKER PANEL I r 1 I I r 1 EX/S77NG l SURGE ARRESTOR I I I Exrsnroc POWER PANEL NEW DIESEL GENERATOR I I I EX/STING I --.r I DISCONNECT I I I I I I I I b I I I I I I I EXISTING I j 7RANSFER SIOTCH I 1 0 EXPANSION PDWER POWER ULAR CELL PD\JERo MO➢ULAR CELLCABINET CABINETABINET ;EXPANSION CABINET CABINET (LYLI /L1 (LYi y ---m /�, (w, Lb / / L/1 I I I 1 I I I I_I PC PC TYPICAL GROUNDING DIAGRAM N.T.S. EXISTING GROUNDING NOTES: 1.) CONTRACTOR SHALL VERIFY & TEST ALL PLATFORM & ICE BRIDGE GROUNDING. 2.) CONTRACTOR SHALL REPAIR, REPLACE OR ADD GROUNDING AS REQUIRED TO SATISFY VERIZON STANDARDS AND AS SHOWN AND NOTED IN THESE DOCUMENTS. PC PC ALL LINES SHOWN SHALL BE #2 TIN PLATED UNLESS OTHERWISE IDENTIFIED. ZT3 11 MECHANICAL CONNECTION (TWO HOLE LUGS (TYP.)) 1" 5/8"0 X 8'-0" GALVANIZED STEEL GROUND ROD CAD WELDED TO GROUND LOOP. INSPECTION WELL, ALT PRODUCTS #3198-36 12"006" DEEP, OR EQUAL. • EXOTHERMIC CONNECTION WELD (LETTER DENOTES CAD WELD CONNECTION TYPE.) REVISIONS BY m o Q D a Cl z Q zz w eb z n,,a 0 x z w":w yyK�I u7 O a z�7o� M7 h O N�1' _ NE n v Ix N r' z 0 N O Is i' o s_ v °W a w J W W Q ~'o W Q € cl) 9 Z LLJ LLJ 3 z f✓/3 W W J p W 4 M W O W Z O � Q LLI J Lu W j W z = 0 (n U IMAM N LLO ENGINEERING, Inc. "am S E Di901 A D0Nlm 620D ROTHWAY SUITE 140 G HOUSTON. TEXAS 77040 PHONE 713-46D-9902 x FAX: 713-69D-5037 W w n,..oahengN4erNpnel AXIS PRDJECT NUMBER: 01-050727-030 8 N DRAWN 9Y: z GPB N CHECKED BY: DB DATE 40> 9-E2-07 F PLOT SCALE w AS SHOWN 0. FIIE NAME a W Gl a u z VERIZON WIRELESS HARVEY 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 ---------------------------------------------------------------------------- Application Number 07-00002894 Date 11/05/07 Application pin number . . . 938928 Property Address . . . . . . 2401 EARL RUDDER FWY S A Property ID: - - R #. Tenant nbr, name . . . . . . ADD TO EXISTING EQUIPMENT Application type description COMMERCIAL, REMODEL/RENOVATION Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . ADMIN. PROFESSIONAL Application valuation 50000 Owner Contractor ------------------------ ------------------------ SHAFFER TOWER SERVICES, INC 1239-B W. 19TH ST HOUSTON TX 77008 (713) 463-0022 --- Structure Information 000 000 NEW EQUIPMENT AT EXISTING TOWER SITE Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . UTILITY AND MISCELLANEOUS Other struct info IMPACT/PRORATA FEES PAID NA HEATED AREA 1.00 INTERIOR WALL TYPE NA SEWER TYPE NA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 533406 Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . 11/05/07 Valuation . . . . 50000 Expiration Date 5/03/08 Qty Unit Charge Per Extension BASE FEE 15.00 49.00 5.0000 THOU BLDG, VAL 1001-50000 245.00 ---------------------------------------------------------------------------- Special Notes and Comments Underground electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764-6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit -- _�A- ---------------------- 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 . . . . . 07-00002894 Date 11/05/07 Application pin number . . . 938928 -----------------------------------------=---------------------------------- 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 260.00 260.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 260.00 .00 .00 ------------------------------------------4---_--------_----_-__- BUILDING DEPT REPRESENTATIVE. APPLICANT: (*Oro" CITY OF COLLEC L STNI'lO 1%muing d- Drur1q Anent Srreicrs ADDRESS/LOCATION APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV LOT BLOCK _ SUBDIVISION r OR2 �se Only DATE: / TRCC REG APPLICATION # TEMP POLE # SEC/PH_—_---- BUSINESS/OWNER NAME: �tZ-y4—�%►'/'P_----_— PHONE: 7I �1��%=�to��— CONTRACTOR/HOMEOJW in PHONE: _----_ PHONE: "7/ CONTACT PERSON FOR REVIEW COMMENTS:/D/ (,it`5 h&rIPGUPHONE: 71J(��_/�D — FAX: 2-3 -(2LS JD3 EMAIL: %n64x.�ze� ELECTRICIAN: HVAC: PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE MOVING RE -ROOF x. ADDITION NEW CONSTRUCTION* SHELL ONLY DEMOLITION (ASBESTOS SURVEY) PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY DUPLEX (LANDSCAPE PLANS REQUIRED) PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL LOCATION REMODEL/RENOVATION* TENTS Do DESCRIPTION OF WORK: � J i 44--- W-L. e _ �_ �_ I% _ 1/ram ' _ J�r PROPOSED USE: /F%tC&Pq t46j STRUCTURE USE: HOMEOWNER ASSOC IATI ON/ARCH ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: _ TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ__ _ ---- VALUATION: $ � O+QUi� TOTAL AREA: �--_ HEATE REA:_---_ (Cost of Labor and Materials) A, PUBLIC SEWER SEPTIC/TREATMENT SYSTEM ❑ SEWER TAP: WATER TAP: ❑ OTHER TAP: TEMP POLE GARAGE TYPE: SIZE SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: SIZE ROOF TYPE: SINGLE a •DOUBLE - ATTACHED [::] '/1,TETACHED TRIPLE CARPORT SIGNATURE OF APPLICANT--K,-_ 4/ *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. ............................................................ Official e Only Comments: E rNO Plans Examiner Zoning Official W M _ . ► 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.