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I IJ yl ~I ~ II I I I~ I I I I I I I I 'miE~L CH ~ '~-- __J ~ ~ C I I I I I I I I ANTENNA l i I I L.__ ~ I ~__ ~ I ~__ I ~ ~ ~ ~ I 12 FEET l2 FEET 12 FEET ti' V I I I I I r ~ ~ i I I ~ ~ ~ i i i i i ( __~_ ____ ~ ~ ~ ~ I 12 FEET 12 FEET r r I HATCH PLATE I ~ ~ I --~ ~-- I w I ~ B ~ I J I REFER TO DETAIL B/A-1 FOR PROPOSED COAX LENGTH Diplexer DIpI2Xef ~----------_____________ PRIMARY CONTROL UNIT(PCU) INSTALLATION 8Y AT&T NOTES: 1 J AISG CABLES PROVIDED CONTROL AND POWER TO ELECTRICAL A DOWN TILT DRIVES ON THE ANTENNAS 2,) THE CABLES ARE FACTORY ASSEMBLIES WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT EVERY 18" U51NG TIE-WRAPS SUITABLE FOR OUTDOOR USE. 3.) NO TE571NG OR WEATHERPROOFING OFTHE CABLE IS REQUIRED, ^ GMS RBS 4.) SEE PLUMBING DIAGRAM FOR SISG BIAS T PLACEMENT, B RET CONTROL DIAGRAM Av SCALE: NTS w NOTES; w w L TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IPU5. ISSUE DAiE: 2. BOND TMA GROUND STUD TQ GROUND BAR WITH 6 AWG GROUND METAL STRAP JUMPER TQ 2oNING DRAWINGS -7/18J08 850 mhz; ^ WIRE FURNISHED WITH TMA ANTENNA CONST, DRAWINGS-8J18J08 LEGEND. 3. PROVIDE SUFFICIENT LENGTIF OFJUMPER TO ALLOW FOR PROPER CONffi. DRAWINGS-914108 1900 mhz; • APPLICATION OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS. CONST. DRAWINGS-10J29(OB A. IF POSSIBLE, TMASHAIL BE MOUNTED BEHIND ANTENNA TO MINIMIZE FINALCD512/23/08 DUpI Band: ~~°~---~-- Of ----------- ~I WIND LOADING ON STRUCTURE. TMA ANTENNA MOUNTING ~ REVISIONS, 5. TMA SHAH BE MOUNTED VERTICALLY WITH WEEP HOLE FACING DOWN. plpE ~Yp,) REVISED A-2- 9Ja/oa RET (Remote Electrical Downtilt System); - i GENERAwR. LPTANK-ioJ29JOe GROUND WIRE TO ANTENNA GROUND BAR (SEE NOTE 2) JUMPER TQ MAIN COAX DRAWN BY. JAH, MJL CHECKED BY: KCB PLOT DATE: NOTE; SEE SCPA 4 PLUMBING DIAGRAM FOR THE INTERNAL PLUMBING DETAILS. THERE IS NO INTERNAL COMBINING OF THE 1900 RADIOS. SCPA TAKES CARE OF COMBINING. 12/23/2008 '4 PROJECT N~MBCR: Q 3598 u FILE NAME; i SHEET NUMBER: m A SECTOR ~~ ~~ DET c C AIL TMA MOUNTING DETAIL A~ ° SCALE: NTS A,5 SCALE; NTS • ' ©EDGECCNSULTING ENGINEERS, INC. ', NOTES: I ALL COAX SHCWN IS EXIST ING UNLESS SPECIFIED OTHERWISE. ~ EACH FACE HAS 12 SPACES FOR COAX RUNS. OPEN SPACES FOR EACH LOWER FACE ARE AS FOLLOtMS. F145T FACE: 6 OPEN SOtILHWEST FACE: 4 OPEtd NORTI'WEST FACE: 13 OPEN EXISTING COAX RUNS, (1) 15/8", (1) 7J8" SAFEIY CLIMB! E7;fSTiNG (2)718" COAX ~ TO BE SHIFTED TO IU~AKE ROOM FOR PROPOSED COAX PROPOSED COAX RUN {6)15(8" DOUBLED STACK _./~ UTILIZE EXISTING SNAP-IN BRACKETS EXISTING COAX. (6)1518" AND (2) 7J8" COAX NOTE VERIFY COAX ROUT4NG GU/STRUCTURAL REPORT PROP05ED COAX RUN (6)15(8" DOUBLED STACK UTILIZE EXISTING SNAP-IN BRACKETS EXJSTING 32D'-0" GUYED T01NER ~. EXISTING COAX RUNS, (a) ~Jg~, EXISTING COAX RUNS, (18) 1 5/8" EXISTING COAX RUNS, (S) Z/8" EXISTING (2) 7(8"COAX TO BE SHIFTED TO MAKE ROOM FOR PROPOSED COAX ~ °~®~u~R caax R®u°rint~ A-6 SCALE: NT5 ~;L ~'~, ,, , ~' i ~' a'~ y I );' , `~~~'; ti~ ., 3 ;~k 4: #"'~ ,: w,~ ti ., d r ~''~ ~~'",•: .~ ,~S"~ '1`t3V~dE~ ~~~ I ~ , ~ ~ ~ .~._,._.~~_.. I I ~ I fl I:~ I 1 f 1111.. i1 I I 1 III1 11 1111 t~ I 1 li - 1111 f 1~II )1 I Illl I f II11 I• I t ,,i~ j~ji f 111.1 ~ ~ i ~ .1111 f~ III ! 11[I 1 ~ 'I II I j ~ l ~ 1 F 1 - ~Ia III .~". I I I I I III ' ~: ~ ;~, ~ ~. . _. ~ I I I i+ ~~~VED TO LEFT I I i`i2FACfPNDC „_ 1 I ~. ~J~ 1 l ~ , ~ LM E~ ,~ I I ; I1I1., ' ,~ 4 I ,. 1 J.' . .. - ~,~ ,~ ., .. ~^ .. _ Y~^^. l a ti; "a~^ - r'~~ ~ - ~~ ~ `' '" > V ~ ~. " }, .~ ~ 1 ~~ ~ r . ~' B.~P~C"71C1F~~~ ~6.f9~1fF"f eF~66ms ~ ~ C ~ ~ E ~ +- m ~ x 0 C ~`~o,C~ . ~ ~- ~ o C cry v o c ~ ~ ~ 0 ~ m o ~ ~ m Ol ~ ~ ~ ~ ~ ~ w v a~ }~ ~ v ° Q o c v a 6 ~ a U n YI 1 tiiil V I w J w ISSUE DATE: ZONING DRAWINGS-7/18/08 GONST.DRAWIHGS-8/18/08 GONST. DRAWINGS-9/4/00 OONST, DRAWINGS-10/29108 fINAICDS 12/23/D8 REVISIONS: REVISED A-2- 9/4108 GENERAIOR.LPIANK-10/29/08 DRAWN BY: JAH, MJL C(1ECKED BV KCB y PLOT DATE, 12J23/20C8 PaaECr ~mMaea: ?598 GIL[ NAME: A 6.dg~ SHEE(NUMBE[7 EDGE CONSULTING ENGINEERS, INC d c ' 0 ENERAL NOTES; SITE WORK 6 STRUCTURAL STEEL NOTES; GENERAL NOTES. ABBREVIATIONS o ~ o ~ ~ m ~ ~ o m owe in o C ~ 3 Q °o 0 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLV: CONTRACTOR -OWNERS CONTRACTOR AGL ABQVE GROUND LEVEL W o ~ ° "' ~ ~ 3 ~ ~ a ~ ~ UNLESS OTHERWISE NOTED. SUBCONTRACTOR-GENERAL CONTRACTOR (CONSTRUCTION) BTS BASE TRANSCtrV~ ~rATION C ~ N Q7 ~ ~ ~ . i"+ ~ ~ o a 2. ALL EXISTINGACTIVESEWER, WATER, GAS, ELECTRIC,AND OTHER OWNER -AT&T p a I (E) EX STING Q C UTICmES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND OEM -ORIGINAL EQUIPMENT MANUFACTURE C ALLTIMES,ANDWHEREREQUIREDFORTHEPROPEREXECUTIONOFTHE WELDING SHALL CONFORM TOAISC. WHEREFILLETWELDSIZESARE MIN MINIMUM ~ WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE SITE CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING NSC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES TO BECOME FAMILIAR WTH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE N T,S. NOTTO SCALE OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCOMRACTOR SFIALL 8E TOUCHED UP. ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND SHALL REF REFERENCE SHALL PROVIDE SAFETVTRAINING FOR THE WORKING CREW. THIS WILL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. INCLUDE BUT NOT BE L1MffED TO A) FALL PROTECTION B) CONFINED 3, BOLTED CONNECTIONS SHALL BE ASTM A326 BEARING TYPE RF RADIO FREQUENCY SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. (3f4" DIA.) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE UNLESS NOTED OTHERWISE. CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES T.B.D. TO BE DETERMINED 3. ALLSfTE WORK SHALL BE A5 INDICATED ON THE DRAWINGS AND AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY T.B.R. TO BE RESOLVED PROJECT SPECIFICATIONS, 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5J8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY'WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY TYP TYPICAL 4. IF NECESSARY, RUBBISH,STUMPS,OEBRIS, STICKS, STONES AND OTHER SPECIFCATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. V RfR15E SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, b, INSTALLATION OF CONCRETE D(PANSIONJWEDGE ANCHOR, SHALL BE REQ REQUIRED PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE 4, DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY EGR EQUIPMENT GROUND RING ~ 5, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, AWG AMERICAN WIRE GAUGE BE REMOVED ANDjOR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED SHOWN ON THE DRAWINGS NO REBAR SHALL BE CUT WITHOUT APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE, pRAWINGS. MGB MASTER GROUND BUS WORK, SUBJECTTO THEAPPROVAL OF CONTRACTOR, OWNERAND/OR SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL 8E EG EQUIPMENT GRfJUND LOCAL UTILIIIES. PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS b, "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIHES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTNG LISTSHALL BE BCW BARE COPPER WIRE 6, THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE . . SUPPLIED BY THE SUBCONTRACTOR. WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. SIAD SMART INTEGRATED ACCESS DEVICE ~ Z THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH GEN GENERATOR ~ 7. THE SITE SHALL BE GRADEDTO CAUSE SURFACE WATER TO FLOW AWAY MANUFACTURER'S RECOMMENDATIONS UNLES5SPECIFICALLY STATED OTHERWISE, ~ FROM THE BTS EQUIPMENT AND TOWER AREAS IGR INTERIOR GROUND RING (HALO) ~ B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE &. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE RBS RADIO BASE STA110N J GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN CONTRACTOR. ANY FELL OR EMBANKMENT. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Tl CABLES, 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. W 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE THE SATISFACTION OF OWNER. GRADED TO A UNIFORM SLOPE, AND STABIL2ED TO PREVENT EROSION CONCRETE AND REINFORC NG STEEL NOTES; AS SPECIFIED N THE PROJECT SPECIFICATIONS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALLSCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WffH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND SHALL BE RETURNED.TO THE OWNER'S DESIGNATED LOCATION DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL CONSTRUCTION SPECIFICATION FORCAST-IN-PLACE CONCRETE. 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. GUIDELINES FOR EROSION AND SEDIMENT CONTROL 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTI-I OF 13. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION "GENERAL 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, w DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRICSHALL i N CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED " " ISSUE DATE: OTHERWISE. SPLICES SHALL BE CLASS B AND ALL HOOKS SHALL BE STANDA D N ZONING DRAWINGS -1/18/08 , U R O. CONST. D2WING8-8/18/08 4 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR CCNST. DRAWINGS - 9/4/08 . REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: coNST. DruwlNGS- to/~/os FINAL CDS 12/23108 CONCRETE CAST AGAINST EARTH...,.....,3 IN. REVISIGNS: CONCRETE EXPOSED TO EARTH OR WEATHER: REVISED A-2-9/a/os GENERATOR. LPTANK-10/29/08 #6 AND LARGER ..................................21N. #5 AND SMALLER & WWE ...............1 1 J21N. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: DRAWN ev: JAH, MJL SLAB AND WALL ....................................3/41N. CHECKED ev: BEAMS AND COLUMNS ....................1 1 J2 IN. Kca PLOT DATE: 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF t2/23/2mg CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 42.4. aaoJECTNUMeea: 3598 FILE NAME: N-l.dgn SHEEP NUMBER: © EDGE CONSULTING ENGINEERS, INC. E8Ltt9 E EE .~.u~..,~...... ___ _ a„~,.~,__- - .... ~. ~' c , y:;n .~ „~~~,- t ,~n „~~ l ,:,# y;..:. c ~ ~ ., .. . ~ _ s, c~"> ~ - ~ ~ ~ ~' ~ _ ' _"a r'° ~~ - ~_ ~~ i. w. ~ T~~~~~~~ l 1 l ~~+C:I~'INC~ SATE L~~~~~G ~dR~~"{ PROPOSED BURIED UTILITIES, VERIFY EXACT ROUTING WITH LocAL PROVIDERS PROPOSED 30°X45° AT&T LEASE AREA EXISTING FIELD PROPOSED 10'-0" GATE ExisTlNC 13' GATC c/L aF PRaPbsEO a' WIDE UTILI T Y EASEMEI\=1 X--°x'~ T j..®_ X ..,_ T I I I X I I I X I I ! X I ! I X i X I i X I ----~--- I X I I ~ X I I ~ X I I --- X PROPOSED 43' ~ 9 ICE BRIDGE ~-~ I ' X I EXISTING FENCED COMPOUND 10'-0" I 5, ~-0,~ PROPOSED 4' MAN GATE ~ / ~ XX X- X Y.X- it ~ ~ 4 o a >n ~ ~ H ,NI ~ - 0 '~' s ~ n a a =a ~ _ ~~ PROPOSED 10' X 20' AT&T ~ o ~,~ o ~ ~ EQUIPMENT BUILDWG m ~ CELLXION #R0102013 ~ ~ ~ ~ ~ #RESO 52J3 m o ~~ ~ ~ ~ ~~ ~ B ~ d 4 4 ~ ;~ - i ~~ i r i i r 1 1 I I I 4 I. I I 1 1 = i ~ , C1 , , 10' NO SPARK RADIUS "' 1 4 EXISTING iELCO RACK ~ rAT&Tr-1 CCINNECriQN r' ALREADY AT SITE) ' r s EXISTINGGUYWIRE ~ r f ---X--I , X r r r r X tr " < EXISTING ' > AIRADIGM < ~ EQUIPMENT , BUILDWG ~ ~''' ear' ~e a( ~o <p. ~ s~ <o t r r'~i E}3ST1NG 6' GATE r i k ~-X X--X r ,~ EXISTING GRAVEL DR4VEWAY~-'" EXISTING 3' GATE ~~ ~ ~~". , !~~EXISTING ICE BRIDGE , , ~ PROPCSED ICE BRIDGE T(7 EXISTING EQUIPMENT BUILDING _ - - ~ _I COME IN 2' HIGHER THAN EXISTING VERIZON ICE EXISTING GUY WIRE BRIDGE ~ _ - , ,_, , , , EXISTING FENCE , , ~ ~ ~ I ~ SECTfON45' TO BE REMOVED ~` , ' ~ a' -- ~ , ~ / ~ f % / -X X-X X- -X XX k ~ XX-rX X , X ~° ` EXISTING SATEIlITE DISH ~~ X ~ i 1 X '.. '.. \\ 4r ~ , <l~ •, , ~ ~ EXISTING SPRINT OUTDO ~ EXISTING IAILIN ME(EIE RACK OR ~ ' ~ ~~ , X' EQUIPMENTANDPLATFORM ~'~ ' , f \ , , I t \ ~ , i x , f< , \ i ~\ ~ 7, ~ I X , ; ~ ~ ~ ~ X' ~i PROPOSED 45' X 55' ~ X FENCED COMPOUND EXTENSION x----x-----x-----x---x----x---~-~.~,', -~--Pi X '4 I P ~ jr .ii iii 1'., ~ : ~ 'I i, I i.!i II!i . f'i ~ li. Ii, 'I ~' j~ i 1.1 lill I ICJ 'i l~ I Ifi_.I II !i I II l i h ! .i'i ill ii„ li i ' I! '~! li il ii 11) ' ~ ~ i ~ ( I i " li ' l ' ~ II i ~ ~ ,I li i III lI ' i I i~ , ii I'i j l I I I I~ II I i ~ I ~ I li ~ill I 'I I I~ :II. .I ' I~ II ' ~I ~~ I ' i' ~i I i ~' ~i i t ~ i.i r' , , ! X \, 1 ~, f X ~, 4r 1 , , d ,\ f° X ~, f' \\ ~ , j' (~ 7• X ', ,\ ,~ X ~ ~~ .. ~ U d° `, X G- Af ' ~, ~.,,, ,. ~ it k ~' , ~' ``~, ~,~ ~ `^`~,, ~ i I `•, '`~,,,,,, ~, ~ ~I-X X---X----X , ., ~ ~,,. I Y, EXISTING 3' SATE ,, ~ '``~I ,,e.. E E E ` ~,,`e 4 PROPOSED BURIED UTILITIES. ! ~, VERIFYFXACTROUTINGWIIN "®, ._m_._e_._.~.._ _ _ _ _.._ _._._._7 ~, , LOCAL PROVIDERS , , , ~ , ', cJL ar PROPOSED s' { WIDE UTILfTY EASEMENT ~ i ~ ~ i , I ~ i , I E I 1 I ~ I 1 f ~ t ~ ~ D 0 5' 10' ~at2o~ t, SALE 11"x1'7"-I"-10' ~ 22"7(34°~]na5~ , .~ """~"w~~ c Gi ~ ~ E m m ~ 0 ~ N ~ U ~ .~~~o ~ O y ~ ~ ~ 0 N ~~cJ U ~ 0 .- ~ Qt ~~~~~~ a ~ ~ o N ~ o •o D lp a C 0 r, 01 r 0 tD 3 Q a 0 N Y I N N 0 ~ N z 0 ~ O Q N a ~ o~ a Q Y N 0 0 0 ISSUE DATE ZONING DRAWINGS-7/18/06 CONST.CRAWWGS-8/18(08 CONST. DRAWINGS-9/4/08 CONST pRAWINGS -1Oj29/08 FINAL CDS 12/23(08 REVISIONS: REVISED A-2- 4(4/08 GENERATOR, tP TANK -10/29/08 DRAWN ov JAH, MJ1 CHECKCD BY: KC8 PLOT DATE: 12(23/2IX18 PRQIEGT NUMBER; 3598 flLC- NAME: C-2.dgn SHEET NUMBER: ~ PROPOSED (1} 2° ~ (2> I"coNDU~rs ~ ~ ~~~~FRDM GENERATOR TO BUILDING ~` ~ ~ ~' ~ i 4 `\ ~.~: ~ ~.{~''. I , >_r,~ i -- ~ :~ :, >~'. FUTURE GENERATOR II 5'CLEARANCEAROUND"'~ ''-------~"~--ENIIREGENERATORJ E I( {{~~ It ~PRCPOSED (1) 2" CONDUIT FRbM ~~~ of GENERATOR TO LP TANIC FUTURE LP TANK 30-0" 5 T ------° T -------- 'P ------~--- T -~-~----~ "f EXISTING vERIZON EQUIPMENT BUILDING ~ / EXISTING ICE BRIDGE ---- ~ I i ~ ~ ~ "< ~ "~ EXISTING 320'-0"GUYED TOWER ~ __ i / ~ / ~ EXISTING GUY W[RE ~"~ / % - EXISTING ICE BRIDGE- - ~~,' - -~ (C,~ EDGE CONSULTING ENGINEERS, INC. NOTES: CONSULT GRADING PLAN OR SITE PLAN FOR F1NAL SITE GRADES. SUBSTANiTIALLV MORE THAN 9" OF FILL MAYBE REQUIRED. ALL TOPSOIL.ORGANICS, AND WETJPOOR SOIL5 WffHIN COMPOUND SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL CONTRACTOR SHOULD ANTICIPATE THA:TA MINIMUM OF 1' OF SOIL ~~ WILL REQUIRE REMOVAL AND COMPACTION,1.5' ON ANY SITES WITH WET SOILS. CONTRACTOR TO REVIEW SITE CONDITIONS AND CONSULT GEO- TECHNlCALREPORT. FINISHED GRADE ~ 2.0% j 2.0% • i ;' ~ 4,1 MAX SLOPE ~w/~ TO EXISTING TYP. VIII V V //ITV//~ //!~V//AV /1hV//A Vl1A III~V lll~~ll~ -~ ~ - ~I I I 1~~~ l~~ ~~ ~~ ~~ lh ~~ I_I I ~- ,ill -_------_----~. __ _ - - -I I }~I I I_I ~I I I~,I ~I ~-1 I I-1 I I-I I~_i= - I_ ° ~ _~I 11-1 11=1 11=ITi I I I_I I ~ ~ ~~ ~ ' ~ ~I ~ I_I I I-~ I I =1 11-1 I I-1 I I; ~ ~' 9" - 3/4"CRUSHED AGGREGATE BASE COURSE 1.5' - 3' OF SELECT FILL IN ACCORDANCE W/ EARTHWORK SPECIFICATIONS COMPACT TO 95°lo STANDARD PROCTOR -- EXISTING SUBGRADE A COMPOUN® CR05S SECTION G3 SCALE: NTS NOTES; 1,) PIER REINFORC~VG USED FOR UTILITY RAGK9 AND ICE BRIDGE POST. R a ;6) #4 EQ. SPACED #3 TIES @ 12° a.c. CONCRETE TO BE R MIN. OF &000 PSl @ 28 DAYS ~ p~ER FOUNDr4TtDN ~~~~t~~.. C-3 SCALE: NTS D 6 i m °• R j .. 0 c m m ~ ~ 0 ~ 0~ U D U m ~ 7 in O C ~30'OO a v~~^?u W o o.-~ ~ ~~~~~a ~ N ~ ~ 0 O N ~ ~ 0 ~ O ~ a 0 U n r W V w W w ISSUE DATE: ZONING DItAWINC-5 - 7/18JD8 CONSL DRAWINGS-8J1B(08 CONST, DRAWINGS-9J4J08 CONST~ DRAWINGS-1OJ29/08 FINAL CDS 12/23J08 REVISIONS: REVISED A2- 9J4JD8 GENERATOR. LP TANK -10/29(08 DRAWN BY. JAN, MJL GiECKED BY: KCB PLOT DATE: i2j23/'2Cm8 PR6Jf--CI NUMBH2 3598 FILE NAME: C-3.dgn SHEET NUMBER: :.. ~. "._ fl EDGE CONSULTING ENG 12" IT~I FIST ITEM rva. DESCRIPTION 3. 5 TON HVAC #i W 5KW HEAT STRIP W ECONOIIdIZER 4. 5 TON HUAC #Z Wj 5NW HFhT STRIP WjECONOMIZER 18. DOCR.3070 W/ T61 PREP (3 HR FIRE RATING) 14. ELECTRONIC PUSH BtITiON LOCKSETW/ BE5T CORE 21. STAINLESSSTEEIHINGES 22 42"DRIPSTRIP 23, DOORSWEEP-36" -_e~~ 24. COVER PLATE 26. LOCK GUARD - iQ" 27. THRESHOLD 28. DOOR HOLDER 34. 4"PVC PENETRATION 39. ~ DUAL PLOOD LIGHT W( MOTION DETECTOR/ 4"ROUND W.P. J.B. 41. EXTERIOR 20A GFCI RECEPTACLE) 2" X 4° W.P,1.B, 42. i/2" PVC CAST @ 45° 47. 1(4" X 4" X 24" EXTERIOR GROUND BA12 (PACK IN BLDG 52. i2" X 12" X b"PVC 80X 53. DOOR CANOPY- 30°X56" 54. PEEP HOLE 76 80X.4" W.PJ.B. Wj 3(4" PLC; 3Jd" TO i/7_" REDUCING BUSHINGS W/COVER 77. BOX, 4" Vd.P.J.B, W( i" PLC; i" TO 3/d° REDUCING BUSHINGS W/COVER __ Y c 20'-4° 20'-0-0° NORTH ELEVATION 2D'-4" ia' o' N° 53 34 7b i J2" SEALi'IGHT 0 6 34 52 - PLUG 77 00 - r~~,i _:, GEN PLUG POWEa ENRTY 41 f^~"T 42 -~ WEST ~LEVATI~II\I i =___ h P ____ 34 52 34 52 TELCO ENarv POWER ENRTY POWER ENRTY b~ 3~~~~ T-0" .'~ id'-0" I b _- 53 I ~+°~° n 1(2"SEALTIGHT 76 (~`~ a I~ 34 - ~r P I=====__ o 77 ~ I f,~~i `-,, ``-STATE IN51GNiA EQ~T ~IwE'~",1~1TIOIt1 ~iT u c m ~ ~ ~m o j ~ ~ ~ 0 t w~ m o ~~ ~3aQo W °'o~mu o~, .~v 013 ~~m~ G v ~ N ~ {7 ~ ~ O N j o0 Q y a C 0 u 1"4 W u I w J >. W w ISSUE DATE: ZONING DRAWINGS-1/78/08 CONST. DRAWINGS -8(18/08 CONST. DRAWINGS-9/4/08 CONST~ DRAWINGS-10/29/08 FINAL CDS 12(23(08 REVISIONS: REVISED A-2- 9/A/08 '. GENERATOR. LPTANH-10/29/08 PRAWN BY: JAH, MJL CHECKED BY: KCB PL07 DATE: 12/23/2008 PROJECTNUMBER: 3598 FILE NAME: S2.dgn SHEET NUMBER: (~ EDGE CONSULTING ENG ` rs r ~' m ~ m ° ~ w`4~'^.~x~ ~ c~ o o ~ .any ~ 0 Q ~ 0 O :n C_ v ~ ~ D }{ C ~'ON r ~ °~ ~ ~, ~ c u ~r I ~ J iy ,~ w i55UE rJATE: zonaea~ rrFAU~iNGS ahBl~ C(7ra5r. Oft§vir C;5- 81 ta106 eord~. oaa>fuiNes-9ialoP COCv~,DRA~hIN65-10/29/C8 FINAL C~512(23/OB [~EVISiGN6: tEE:JISED A2-4jq~08 GEiJEI'~iOR. LPiANK-16i29~(~E Dr~nvtim av: JAH, N1JL I C ` (ED B HEC !: KCB FLGT CATE; tD iz~r~2oas a cv pR4JECT f;'J~41f{E,F: P EBGa () b a RLF NAiviE: n 2.dgn G U a m 0 a rl SHEE(NUr<4BFR', esrgn n orvnatron - ew an x~strng r~Ja~mk,er cif U~ctc~rS STS ~it~~ STS `~~Irnd~:Jrr'f'u1~iJel 1~~~~5'1 C'~~n d V ~'4~r-i ~U~;~,~i t~~~~tt 3 I ~ier(r~i7S 2~rJ;CL Ui~f1T5 sail ~ ~ C~d1,~, UI`,f1T~ I9';i~ s it h~,`,`~ BTv~ LC~C~ti~ru'C~~~~lii~~t in~c~ar - shpl~er rlt~r}rl~`~ICi.~ivt~~rCT`~~=~~' ti~~l'Jt~t~ ~Ft~i~I1rC>~ k`~~ii~f~ Tl "~ "; R~ i~lr~~ Ui`4~IT`u Ti's ''~t~r~~~~rri GS~sii:~r~ ~:Iv~si~l~r~ti~~,r~~ h~i~!~ntin~ structur~~~, P~I~tf~Jrr~r~, l_~oorr~-~at~, ~t~~~,,, ~ r(~u~t ~,e c~rierit~tf ~t~ ~r~t~r~r~~ ~~ii~ula7(5), G~Ir~r-ilo~~ ali ct~~i~ ~~n~l j~rr7Pr~r~ t~ ~~~IS~IL ~r~lrr-t~~~i~e~St~r~d~rd, ti,~~~i~! G~Ji~ri (;c4nsi~+~r~tiunu USp ~Dl~~; L~F1~is4 (P~~~nd~rv~~a~~e) (1SC T[`~~r, E'i~~~-I , Litir2i il? 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Cti~,1,4 s~~ R`~~~ frl~`~~ (~d/A i;ll;~=~ i~{~~(,~~';, 1111 ~~~f~t~ I,~rfr~ -. .,`,;~ ~}~~ Ji~'`~r I`+r~CJ~~i ~t-~!'fi I V{ r"i r ~;1 Stu di?~~r 4T~,t;r Ci Cr it Irir~it~~~i i~l~~~~i I~V r`~~ f I~>],+~i I`~iJr r~-'~ T ri~le,r~r ~t~Y G ~ CI ~1 ~~ P~~1 ~, Pv~ ~x:l~l I~J ~ ~ ~~=!,r'~, p,i,r ~,, ~P~~~ i~CY~ J (I [a ~.i~ii~~ C~r~ilUrl~IriC; ilit ~"'~!'t~'s P`+IJ~H ~`f~t'`~ i~~~'1~:1P,!~ ~S~~F;?;1~~1t~~:i~l ~ ~ IW,fr"-, C~~l,~r~, It~l~'~~, tt ^4} FET t_ crd_r~all~r r~,~,~ 7i)7u, 3~ I`,~(;~ 1~~! ~~ R.ET Ca~~lirid~ C~J,r~ ~ILC~C,~'~~T~s-T ~ f~l,~~~l -.,~-+r.~r.r...r..r WlfsUi9-Haddam Aerials-Rev 1 Cj EDGE CONSlILiIiVG ENGINEC-R6, IIyC SECURE GPS TO ICE BRIDGE POST W/ PIpE CLAMP 24"WIDE GRIP STRUT ! MICROFLECT #82734 I i i '44u ll 1 AT&T EQUIPMENT SHELTER Q ® 0 _ 24" MAX, MICROFLECT 24" HINGE KIT #83004 SHEATHING @ END OF ICE BRIDGE TO PROTECT COAX 8'-0° MAX. 24"MAX, b" o a SLOPE 1"/ 10'-0" a 0 0 0 I ~ o 0 O 24"WIDE TRAPEZE SUPPORT w ~ KIT, MICROFLECT #81889 z m COAX DRIP LOOP MAINTAW MIN. BEND 0 w RADIUS (718" COAX- R=10"MIN) (1 5/8" r ~ °'COAX-R=20"MIN). C9 z w z Q c w x O s ~4 M NOTE: 3(8 " FILLISTER-HEAD BOLTS, LOCK WRSHERS & NUTS FOR ATTACHMENT OF CABLE HANGERS TO SUPPORT BRACKET PROVIDE MICROFLECT HARDWARE KITS OR EQUAL (NUMBER OF KITS REQUIRED) .__~_ 1CE BRIDGE NOTES FINISHED GRADE 5 p p .a o c D f p p P D < !, REFER TO PAGE C-3 ° FOR PIER DETAIL- 6 p ' D D ~ 1 °~ ". /~T T. FOR COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE $ fEET FOR 10 FEET BRIDGE CHANNEL. 2. COMPONENTS FOR SPLICiTUG BRIDGE CHANNEL SE~IOIVS SHOULD BE PROVIDEDAT THE SUPPORT IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT 3. FREE ENDS OF IGE BRIDGE CHANNELS SHOULD NOT EXCEED A CANTILEVER DISTANCE OF 2 FEET FROM THE SUPPORTS. 4. CUT BRIDGE GPANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH. 5. ICE BP,IDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACCTURERS OTHER THAN SPECIFIED, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. b. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SfIOWN ON SITE SPEGFIC DRAWINGS OR STANDARD DETAILS REQUIRE ENC-INEERING APPROVAL ICE BRIDGE KIT: -24" WIDE x 10' LONG PREGALV. IXPANDED METAL GRATING (VALMONT MICROFLECT #82734) -24"SUPPORT ARM (VALMONT MICROFLECT #83010) - B" SCH. d0 X 14' LONG SUPPORT POSTS, CAPS, & MOUNTING HARDWARE- ALL GALV. - 2 LEVEL TRAPEZE KIT (VALMONT MICROFLECT #81$89) -HINGE KIT (1/ALMONT MICROFLECT #83004) 0 c b ~ ~' ALVANIZED STEEL PIPE CAF 2d" 24" x 10'-0° WIDE GRIP STRUT r~'VALMONTMICROFLECT#82734 E ID ~ ~ o m C m '° U o R - i ~ y C `v 3 °' °o 0 ti ~ al ~? U W ~ 0 ,-- ~ ~ 013~~~~ ~v CN~ ~ 0 0 ``+l ~ ° ~. „_24"SUPPORT ARM VALMONT ~~ MICROFLECT#B301Q 3 m a ~ C D MICROFLECT 24" ~ 1 HINGE KIT #83004 o n - ~ ~ VA9MONTMICROFLECT#31$89 m @1 c .,_#2 AWG, SOLID, BARE TINNED B ICE BRMCIGE DETAIL COPPER GROUND RING(CADWELD) A-3 SCALE: NT5 13J8° STABILIZING ARM 2 3/8" x 96" GALVANIZED ANTENNA MOUNTING PIPES (VCRIFY RED'D LENGTH) NOTES: AT&T TO DETERMINE EXACT ANTENNA MOUNTING FRAME APPLICATION SECURE ALL COAX & JUMPERS WITH CLRMPS (NO GPS ANTENNA ZIP PIES ALLOWED) ,Tb (PROVIDED BV AT~T, INSTALLED 8Y GENERAL CONTRACTOR) ANGLE OR ROUND MEMBER LEG MOUNT STRAIGHT OR TAPERED LEG UP TO 8" O.D. ~ ~ 8"ANGLE 60°, OR 6"ANGLE 90° 24" STANDQFF 1 3/$" STABILIZING ARM 12'-4" WIDE UNIVERSAL SECTOR FRRME KIT RNDREW PART #SF-U12-3-46 SHOWN, INCLUDES (3) 2 3/8" x 94" PIPE MOUNTS & (1) STIFF ARM KIT, ORDER ADDITIONAL SA-B1U KIT SEPARATELY A TYP. ICE BRIdGE DETAIL A-3 SCALE; NTS ~ TY'P. ANTENNA SECTC3R FRAME A-9 SCALE; NTS PROVIDE APPLICABLE PIPE TO PIPE CLAMP 3 7/2" O.D. ICE BRIDGE POST 1-1/4"GRS (1.5/a° O,Ta.) ___.- GRS MOUMINIG PIPE a r- ._~~~._.~m_ -.. _.__ ,1- - i~ ° f~ COAX CABt.E (AS REQUIRED 8`/ ANTFUVNA MANl1FACAJRER) n r 1~i1 V ~ ~ w J ~ ~ W ~~ w i ISSUE DATE: ZpNING DRAWINGS - J/18/08 CONST. DRAWINGS-8(78j08 CONST,DRAWLNGS-9/4/08 CON5i. DRAWINGS- 70/29/08 FINAL CDS 12J23/D8 REVISIONS. REVISED A-2-9/4/08 GENERATOR. LP TANK-1 0/29/08 D(L1WN BY: JRH, MJL CFIECKED BY: KC8 PLOT DATE: lz/23/2eoe RROJECi Ni1MBER 3598 FILE NAME ~ C~PP~ OCE ~RIC~E R~J~T M17UNT "~d~" --,,, '°"`"""" SHEEP NUMBER: A-3 SCALE: NTS 1 0 COAXIAL(ABI-ES SUPPLIED BY 4 ° Al'&T & INSTALLED BY CONTRACTOR 0 w 0 a D 0 3"DIAMETER LONG SCFI 40 GALVANIZED STEEL POST `2 ~,° ,,~ . ,i .° ' ° ° F1NISHED GRADE 1 °'t d'd Y 6 ° 6 V ° } 4- I MIN. 3000 PSE CONCRL"TL° q + ~e ~ a I e a d. s.° f ° REFER TO PAGE C-3 FOR PIER DETAIL I ~ °. d • a o I d . ..,v.,~..~ .._......~,..~o..~,,~ne.~..®,........._.,_..... ..... . u r ~ E ~ ~ ~ o ~ Q1~ U Ot Cj 7 ~~~~ g a o D ~ m D W ~ 0 .- ~ ~ N CI ~ 7 ~ C7 ~ 0 ~0 ~ {1 ~ ~ O N ~ ~ ~ 1900 mhz 850 mhz 1900 mhz 85(1 mhz ~ a ~ o u 850 mhz 1900 mhz 850 mhz 1900 mhz n x x x x x x x x r x x x x x x x x x x x x x x x x (~ x x x x x x x x H G H ~ ® ____ v D ~ I I i i I I TMA TMA __ ; I II I TMA TMA I__ I I~ 51 51 i ~ I I I' l 1 L I I 1 ~ -- --- I I I y 5 I I I I ,.-- --' ~ I i I I I ~I ~I ~I L i I I i I I ~I l ~ ~ ~ ' ~ ~ 8 ~ ~ ~ 6 F `' '~ ~ HATCH PLATE - ~I yl ~I r-,= I---- ~IAT~!-& PLATE -_ ~____..._ _____ i i ~ I I I--- ~-- ~ ti I I I--~ ---, J I I g ~ ~ Di l Di l , I l~ ~ ~ ` exer exer p p I I Dip exec Dip exer W A E A Ret Controlie~ CMS RBS CMS RBS ISSUE DAl E: ZONING DRAWINGS - ]Ji8J08 850 CCNST.DRAWINGS-8/18f08 mhz: 850 mhz; --- CCNST. DRAWINGS-9/4108 LEGEND: 1900 mhz; ~ LEGEND; 1900 mhz ~ coNST,DRAWINGS-l0/z9roa FINAL CDS 12j23/08 REVISIONS: Dual Band; ........... or ---------- ~I Dua! Band: ........... or ------------_ ~I REVISEDA-2-9/4/08 RET R t El t i i GENERATOR, LPTANK-10/29/08 ( emo e eo r ca Downtilt System), V RET (Remote Eiectrioal Downtlit System, ---- ------ ~r DRAWN BY: JAH, MJL CHECKED 6V: KCB NOTE: SEE SCPA 4 PLUMBING DIAGRAM FOR THE INTERNAL PLUMBING DETAILS. THERE IS NO INTERNAL COMBINING OF THE 19U0 RADIOS. SCPA TAKE5 CARE OF COMBINING. NOTE: SEE SCPA A PLUMBING DIAGRAM FOR THE INTERNAL PLUMBING DETAILS. THERE IS NO INTERNAL COMBINING OF THE 1~1U RAD105. SCPA TAI€E5 CAfTF.. OF COMBBINING. P! DT DATE, 12/23/2008 a Q Q a U PRQIECT NUMBER: 3598 i o 0 ~ A BI YI B ~~ ' FILE NAME: A-4dgn SECTC]R A DETAIL B ~EGTOI~ @ C]~ TAkIL. SHEET NUMBER: ° A-4 SCALE: NTS A-4 SCp,LE: NTS o 0 ,, EDGE CONSULTWG ENGINEERS, WC ti SECTOR i sECTaR 2 SECTOR s 5 a ~ ~ ~ ~ ~ 0 0 ~ ~ ~'3ao ~D~~,o _ _ W oon~~ ~3~~ma a ~ 100 mhz 850 mhz i ~ '; ~° ~ ~ N i ~ a` i 0 ~I 850 mhz 1900 mhz ANTENNA ~vP.) ~ ~' ~ X X X X ~ i I X X X X ~ C° ~, ~ X X X X ~ I X x X X ~, i I (~ ~ M '~ ' i ~ I i I '~ ELECTRICAL TILT DRIVE, V Q I I II I I I I I II II II II II II II U II II II I ~ I I ' II II I II II II I II II II I I i i ~_-~ ( __-~ --~ ~-_.~ .-_ ~_.__,~ ~BYANTENNAVENDODED TMA Tf~A '-, , I I I I I` I I I I` i I I I ~ ti' y' I I I I I~ I I I I i i I I i.~ FE~r ~ ' -- _-' ~ ~ C I I I I I I ( I -TYAICALEACI-I i I J I I L-_ i L-- ~ L-- ~ ANTENNA ~' ~' ~ ~ 12 FEET 12 FEET i2 FEET 41 til i i I I I I ° ° 1 1 I ( 1 ° 1 1 1 1 1 I- ( ~ ° ° ° ° t2 FEET 12 FEET r r I ~ I ~ ~ HATCH PLATE I y y I I I -- -- i B I w ~ ~ I J REFER TO DETAIL 8/,41 FOR PROPOSED COAX LENGTH Diplexer Diplexer ~ _ -------------------- PRIMARVCONTROLUNIT(PCU) INSTALLATION BY AT&T NOTES: I 1.) AISG CABLES PROVIDED CONTROL AND POWER TO ELECTRICAL ~ I A DOWN TILT DRIVES ON THE ANTENNAS 2J THE CABLES ARE FACTORY ASSEMBLIES WfTH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END, SUPPORT EVERY 16"USING TIE WRAPS SUITABLE FOR OUTDOOR USE. 3.) NO'fESTING ORWEATHERPROOFING OFTHE CABLE IS REQUIRED. ^ GNlS RBS 4.) SEE PLUMBING DIAGRAM FOR SISG BIAS T PLACEMENT. 0 RET CONTROL DIAGRAM Pl`~ SCALC. NTS W NOTES: w 1. TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65. `~ ---- - - ISSUE DATE: 2. BONA TMA GROUND STUD TO GROUND BAR WITH 6 AWG GROUND METAL STRAP JUMPER 10 zoNING oRWwGS -zltalos 85O mhZ; ® WIRE FURNISHED WITH TMA AtVTENNA CON$T.DRAWIHGS-8/18(08 LEGEND; 9, PROVIDE SUFFICIENT LENGTh{ OF JUMPERTO ALLOW FOR PROPER coNST. Dr<AwINGS-9/cloa - 1900 mhz: ~ APPLICATION OF WEATHER PROOFING AT ANTENNA AND TMACONNECTIONS. CONST. DRAWINGS-1UJ29rU8 4. IF POSSIBLE, TPVIA SHALL BE MOUNTED BEHIND ANTENNA TO MINIMIZE EwAL CDs t2/231oa DIaaB BCSnC~; •~~~••-••~- Or ---------- it WIND LOADING ON STRUCTURE. ~--TMA REVI$iONS ANTENNA MOUNTING 5. TMA SHALL BE MOUNTED VERTICALLY WITH WEEP HOLE FACING DOWN. plpE ~yP,) REVISED A~&~ 9l8/~ hiET(PemOt8E18GtriCC7EDOWGItiltSystem); ~' - GENERATOR.LPTANK toJ2sJOs i GROUND WIRE TO ANTENNA GROUND BAR (SEE NOTE 2) JUMPER TO MAIN COAX DRAwN av: JAN, MJL CHECKED 8Y: KCB PLOT DATE: NOTE: SEE SCPA A PLUMBING DIAGRAM FOR THE INTERNAL PLUMBING DETAILS. THERE IS NO INTERNAL COMBINING OF THE 1900 RADIOS. SCPA TAKES CARE OF COMBINING. 12j23/2008 PNO.IECT NUM6EfY. 3598 EILE NAME A ~~ 19 11 SNEE7NUMBER: CTOR C DETAIL c TMA MOUNTING DETAIL A-5 SCALE: NTS A,5 SCALE: IVTS ~ 0 EDGECON$ULTINGENGINEERS,INC. NOTES: u C ALL COAX SHOWN IS EXISTING UNLESS SPECIFIED OTHERWISE. ~ ~ n ~ FAGH FACE HAS 12 SPACES FOR COAX RUNS, OPEN SPACES ~ m ~ ~ ~ x o FOR EACH TOWER FACE AREAS FOLLOWS: •~ ~ - ~ o ~ ~ w~0'OO a ~ o ~ " EASTFACE: OOPEN SOUTHWEST FACE: 40PEN W ' ~ ~ 3 ~ ~ ~ NORTHWEST FACE:130PEN G v ~ ~ cv m '~ ~ moc~v ~~ EXISTING 320-0 GUYED TOWER ~ R ~ W a D ~ 0 EXISTING COAX RUNS, ' (3) 7/$~, a , EXISTING COAX RUNS, (1) n 15/8", (1) 7/$" 4 Q r;~ SAFETY ~ a CLIMB r ; n - - C ~, EXISTING COAX RUNS, ~ ; ~'' EXISTING " v' i ;` (2) 7!$ COAX TO BE SHIFTED ~r y` TO MAKE ROOM FOR _ PROPOSED COAX EXISTING COAX RUNS, ($) U$" '~ V PROPOSED COAX RUN Q 6)15/8" DOUBLED STACK ~ ( o UTILIZE EXISTING SNAP-IN •• ~ ; - '~ ` ,~ ~+. ~ BRACKETS ~ , ~ XI TIN 1 " "~' -=-' ~ ~ ~ ~~ E S GCOAX.(6) 51$ AND (2) 7/$"COAX ~ '~ ~ s ~ ~. - ~' .~ . °~~. ~" ''r' fi ~ s ~~3 ~ PROPOSED COAX RUIV EXISTING (2) 7/$° COAX TO BESHIFTED `,, ~' ~ NOTE: VERIFY COAX ROUTING I (6)15/8" DOUBLED STACK UTILIZE EXISTING SNAP-IN BRACKErs TO MAKE ROOM FOR PROPOSED COAX . ~ ': l ': ~~ ~ ~~ vnww '~! ~ 1 Vt!/ STRUCTURAL REPORT ~'r ' d ~; ,~ ;~ w A TOWER COAX ROUTING A$ SCALE; NTS EAST TOWER FACE W , r ~ ~ fM- 1 i i ' ;' y, ~ ;}~ ., ,~ ~.>, ~'`8 ,.. '~a = r ~: ~; ~ ~+ t~uSrlN_G_C2L7J8" CUru BE MOVfD OVER A ND I I t t I I 1 I I ( • _ k ,. ~'~~~, ~ .,:, _ . LED t"'?H EY,~I_$T' , 8 CGnX TO M, ~ I I , I J 1 1 ~ti ` ,. ,. 4 ~, 1 t I ( .1 :,I1~I F t t I I : t I _ E I l I _- . ~ I I I r, 1 I I 1 ~U it t 11 I 1 I~ .1 I ~ i1 I ~11I I 1 I I - - ~ r1 t I I I I 1 1 J `~ I I I I 1 1 I I. I 1 I .1 $ w z 1 ' • 1 ,` ~; I i , ISSUE DATE: ~.: +~F1 ~ ~f.:. - ,I ZONING DRAWINGS-7/78(08 r` 1 '~ 1 I'~ff ' ~y ~, - CONSLDRAWINGS-8/18/08 y 'll ~ ~ ~ ~ q 7 .. : _ ~ CON5i,DRAWNGS-9/4J08 ": : .1 .,1 r ,_. CONST.DRAWINGS-1OJ29/08 - M A 1 ~ I 1 I FINAL CD512/23/08 ~. +{r I 1 ;~,1 I I I ~ ~ , X REVISIONS, ,.. - . r ~ 1 ~~ ` , Vi i`. , i REVISED A-2- 9(-0/08 ' f ~ r ~" GENERATOR. LP TANK-10/29JD8 - ' ~ . 1 r- ; : t , I 1 . i tl `~ r.,. + . ., ~ „{ !~ i~ .. • fir: x, _. ~, fi ,K ~ . Z ~ , , , ~~~. .M L+ ,- n ~' ,.~ a . , 7 ~r~ . ~ ~ ,.L F~"; ' , ~. ~• ;yn ~;~.. _ ti~~ h. t.. ~. ~ ni: ,.. ,~,;_ ^: ~'_ ~. ooh. „" : 1 _. ~: .,-~ l ^ ,, -./ a. 1'~q:., .. HECKED BY: .. .. .:, ,_ ~ . , - ~. .. _ , . .. F, . .. . 1. ~ ~, :. - ;., 4` " ~ 'I~i~ • .~ - ~ },.,: ~ r- . t {~ ~ ~~~;;++3`~;::.. . ~x ~ ~ ~ . , ~ ~ t .. /' s PLOT CATG 2/23/2008 .r . w -' ., < . ,. I + ~ . , i, , - r ., FaoLecTNU~naea: ... _ °-~.' . ~ .; . ¢ ;. 't 't i~ ~y ''~ ,, 31 'n~ ~~Y ::.~` ..... ;t... #~.r,::. ,tA., '„ tint: -~ ".. .'.9:,. ~~ . I i + ~i ,y .r ` '~ . ~ , u ~ ,r; 1 ~~ ,~ T ~ - ~ 98 3 FILENAME: .. , ~;<. - , ~ ~~ ~~ r~~ . ~b ~ i~-.. - ~~ I r'i ,. . ~j ~ ~ ~; .. .., w. '" ,. ,~ t .~. ~- s,~ ~ Ab.dgn - - -. -_ SHEET NUMBER: NORTHWEST TOWER FACE SOUTHWEST TOWER FACE L a i c "_c c 'm P m a a i EDGE CONSULTING ENGINEERS, INC. ELEGTC~3CAL 4NSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALLAPPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT 1S NOT BLOCKED. 3. WIRING RACEWAYAND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OE THE NEC. A. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. Q EACH END OF EVERY POWER POWER PHASE CONDUCTOR (LE. HOTS), GROUNDING, AND Ti CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR CODED INSULATION OR ELECTRICAL TAPE (5M BRAND, t/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL), THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA. 7. ALL ELECTRICAL COMPONENTS SFIALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (LE., PANELBOARD AND CIRCUIT ID'S) 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. RLL TIE WRAPS SHALL BE CUT FLUSH WffH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES, 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUITSHALL 8E SINGLE CONDUCTOR (#lA AWG OR LARGER), b00 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAYSYSTEM USED, UNLESS OTHERWISE SPECIFIED, 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (~6 AWG OR LARGER), 6D0 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLABS B STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERA110N; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED, 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL 8E MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANTTHHN OR TNWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 18. ALL POWER AND GROUNDING CONNECTIONS SHALL BECRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS 8Y THOMAS AND BETTS (OR EQUAL), LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75°C (90°C IF AVAILABLE) 14. RACEWAY AND CABLE TRAYSHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WI TH NEMA UL, AN51/IEEE AND NEC, 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (LE~ RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS, 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMCTALLIC TUBING {ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC. SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT {IMO) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NONMETALLIC CONDUIT {LE., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE N AREAS OF HEAVYVEIiICLE TRAFFIC. 19. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUIDdiTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 27. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEN1A, UL,ANSI/IEEE, AND NEC. 22. WIREWAYS SHALL BEEPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER). 28. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY~COATED SHEET STEEL, SHALL MEET OR EXCEED ULbO, AND RATED NEMA 1 {OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. 24, METAL RECEPTACLE SWITCH, AND DEVICE BOXES SHALL 8E GLAVNIZED, EPOXY-COATED, OR NON-CORRODING, SHALL MEET OR EXCEED UL 514A AND NEMA 051; AND RATED NEMA 1 {OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE SWITCH, AND DEVICE BOXES SI-TALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BBITER) INDOORS, OR WEATHER PROTECTED (UVP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27 THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. A DETAIL E-1 GI~EENFIELD GIGO-UNDING N4~TES; 1. ALL GROUND ELECTRODE SYSTEMS (INOLUDINGTELECOMMUNICATION, RADf0, LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2, THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-0F~POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES A5 NEEDED TO ACFIIEVE A TEST RESULT OF 5 OHMS OR LESS, S. TI IE SUBCONTRACTOR IS RESPONSIBLE 60R PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT 1N5TALLATION FlS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT & PROVIDE TESTING RESULTS. A. METALCONDUITANDTRAYSHALLBEGROUNDEDANDMADEELECTRICALLYCOIVTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER GIRCUIT570 BTS EQUIPMENT. b. EACI~i BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, b AWG STRANDED COPPER OR k.ARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. Z CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG SOllD TINNED COPPER UNLESS OTHERWISE [NDICATED. 4. ALUMINUM CONDUCTOR OR COPPER GLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 4D° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN A5° BENDS CAN BE ADEQUATELY SUPPORTED. li. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12, ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTL-RIOIR) SHALL 8E FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO 1'HE BRIDGE AND THE'fOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (I,E~ CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS, 16. ALL EXTERIOR GROUND CY~NNECTIONS SHALL BE COATED WffH A CORROSION RESISTANT MATERIAL 17. MISCELLANEOUS ELECTRICAL AND NONELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN b FT OF MAIN GROUND WIRES WITH i-#2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. 14. GROUND CONDUCTORS USED fN THE FACIIJT'Y GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CHPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-ML-7AWC MATERIALSUGH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL 6E BONDED i0 EACH END OF THE METAL CONDUIT. a DETAIL E-1 ~ ~ ~ ~ o C ~~~o~ ,~ ~ 3 o w ~ ~ o a o c W ~ o ~ o a o~n .~ m ~~~ m~ ~ ~ N ~ ~ `~ ~ b N ~ a 3 D c v N W F 0 Z J Q U R F V W J W r, 01 r 0 t0 V I N 0 Y I N 0 N J Q W Q 1 1 -+1~ I z N Z 0 V N I N 0 Y I N 0 ISSUE DATE: ZONING DRAWINGS-7(18/08 CDNST. DRAWINGS-8J18/08 CONST. DRAWINGS-9J4/08 CONST. DRAWINGS ~ 10/29/08 FINAL CD812/23/OS REVISIONS, R"tVISED A-2- 9J4/08 GENERATOR, LP TANK - lD/29l08 DRAWN BY: JAH, MJL CHECKED BY: KCB al-or DATE: 12/28(2008 PROJECT Nt1MRER: 3598 FILE NAME: E1.dgn SHEET NUMBER: © EDGE CONSULTING ENGINEERS, INC. u c 4 ~ ~ m C m~ ~ ~ o 01~3~°~ C °' °o p ~~~mo W °a^~m ~~~~~~ ~ N N ,~ ~ ~ ~ ~ ~ 0 C a 0 u ~ucwsw :x -.Y~* EXISTING METEFC RACK 1.. 1 Fr~ 1 ~, l .l„ ~~, ,!,;,~ , =,r! ~. god y; ;~~ ssa,°...~. d' s: ,3 f, ,~, `° r~; _ _ _ _ ~, .. ,, , .. . x _., .. ,~ „~~ ,,, ;. 1 ~ ... ,, e - .. t ~:,~; , y , `.~ . . _ ._ ... ~, _ ~I ~. „- . '~' V, 1 ~ n' r .... ~: I~IP~ :- .,., ~~. _-ter..:-, .. --..:.: K,,,, x~,~~~.k,'QS r~~~~' ':i' ~+~~ ~. ~~. ~~a ~, ~ , - ,,w, ha ~ ~:.~ F :~ .. -~ +s. ,.. v ., i ~~ y y. A1~ ~ ~,.r~ ; n «~ z..~"~^ S ~.~ ~aa.~~ ~~,~, ~~ ~ ~ FI , ,, ~ c ~r . ~. - '~~ ~~ ~ _ . {~as~~.~~g ~ ~s r: N 5 y. ,N ~~ EXISTING TELCO RACK n r ~ y I .~ W w w_ N ISSUE DATE'. ZONING DRAWINGS-1/18/08 CONST. DRAWINGS -8/18(08 CONST DRAWINGS-9/-0/08 OONST DRAWINGS-101/08 EINAL CD512/23/08 REVISIONS', REVISED A-2- 9/-0/08 GENERAT02 LP TANK -10/29/08 DRAWN 8Y'. JAH, MJl CHECKED BY: KCB PLOT DATE: ti/28J2008 PROJECT NUMBER 3598 FILE NAME: EB.dgn SNEET NUMBER: EDGE CONSULTING ENGINEERS, INC. WEATHERPROOFJUMPER CONNECTION 1/2"COAX JUMPER (~ 0 WAVE GUIDE BRIDGE, SEE q1A 2 FOR DETAILS B OIJRINEOFNEW E6TUIPMEhlTBHELTER C WAVE GUIDE ENTRY PORT FURNISHED BY BUtLDINC--MFR. O GROUND HATCH PLATE Wft}; #b AWG STRANDED JUMPER W/SHORT BARREL COMPRESSION LUGS, USE STAR WASHERS, I9CKWASHERS,ANDSHEEi METALSCREWSTOSECURETO EXTERNAL GROUND BAR O MASTER GROUND BAR BY BUILDING MFR. SEE BJG2 FOR DETAIL ELECTRICAL CONTRACTOR TO EY,TENp (2) #2 SOLD BARE COPPER LEADS DOWN THROUGH BUILD(NGWAt1~45° ANGLEAND INT03/4" PVC CONDUITS. EXTERIOR GROUND BAR BY BLDG. MFR. F ELECTRICAL CONTRACTOR TO TEND (2) #2 SOLID BARE COPPER LEADS DOWN INTO 3f4" PVC CONDUITS AND PROVIDE NECESSARY CADWELD CONNECT MONS (2) k2 SOLID 6ARE COPPER LEADS IN SEALED END 8/4° CARFLEX CONDUR FROM EQUIPMEM RING TOMGB. CONTRACTOR TO PROVIDEAII REQ'D CADWELD CONNECTIONS O (2)#2COPPER7INIVEDC--ROUND TO GROUND RfNG GUYED TOWER COAXIAL CABLE GROUND KITS TO TGB. J KIT SUPPLIED 8Y AT&TAND INSTALEO BY ANT. CONTRACTOR. 0 4° X 12° X 1/A"TtiK fNSUL GROUNC BARS. MOUNT LOWER TGB DIAGONALLY FOR EASIER HOOK~JP OF GROUNDING S?RAPS MOUM BAR ON TOWER AT 72' (ABOVE WAVEGUIDE@RIDGE)ANDATTHETOP OF THE TOWER (UGB) #2 AWG BARE, S6t1D, TINNED COPPER GROUND LEADS FROM LOWER TGB (2) TO GROUND RING M COAXIAL CABLES WITH DRIPLOOP INSTALLED BYANTENNACONTRACTOR, MAENTAIN MINIMUM BEND RADIUS N #6 AWG STRANDEDCOPPERJUtftPER 87:PP(FEN WAVEGUIDE BRIDGE AND SEEEL SUPPORT POST BY AN(ENNA CONTRACTOR. ORIENT SIR,4P WITH HIGH SIDE TOWARDS TOWER 0 #2AVJGBHRE,SOLID,TINNE6 COPPER LEADS TO ICE BRIDGE POST p INSPECTIONWELLGROUNDLEAD A CROIJNDIIVG DETAILS G2 SCALE: NTS OUTLINE OF WAVEGUIDE WALL OPENING LOCATION OPENINGS NOT BEWG USED SHALL BE CAPPED W/ MICROFLECT B267 SEALING CAPS. (2) #2 AWG STRANDED COPPER GREEN INSULATED JUMPER FROM HATCH PLATE TO EXTERNAL. GROUND BAR, TWO HOLE COMPRESSION LUG AT BOTH ENDS (2) #2 AWG SOLID BARE TINNED COPPER LEADS TO GROUND RING W/ CADWELD CONNECTION INSTALLED BY G.C. T6 EX<ERIOR GROUND BAR 0 0 0 ~ I - - - - - - I I o I ~ o 0 i I a o ''` 0 0 0 0 0 0 0 0 0 O p ~ 000000000 00 ~ oooo0aooooo oaoo A" DIA WAVEGUIDE BOOT ASSEMBLY, NUMBER VARYS, AS REQUIRED BY ATtk'[ INSTALLED BY G.C. NUMBER & S1ZE OF COAXIAL CABLE WILL VARY AT EACH LOCATION, INSTALI.EI1 BY G.C. TVP, COAXIAL CABLE GROUNDING 4tiT ATTACH TOGROUNDBAR W/ #~ AWG STRANDED WIRE & 2 HOLE LUG i/4" x 4" X 2Q" COPPER GROUND BAR (TYI'.) 2. LIOLE CONNECTORS WITid #2 AVdG SOLID BARE YENNED COPPER. (COMPRESSION CRIMP) QYP.} B EXTERNAL SHELTER CI~'C.~t,~I~ID EIAII G2 SCALE: NTS u c D! ~ °' E ID ~ m D Q C ~ N Q a O ~ ~j ~ P o O ~og~,~ W oa,-~~ ~~=~m~ ~~~~oN ~ o~ pl a G D u Ail V w J W w z n ISSUE DATE: ZONING DRAWINGS - 7/ 18(08 CONST. DRAWINGS-8/18/08 CONST. DRAWINGS-9/A)08 CONSl. DRAWINGS- 70/24/08 FINAL CDS 12/23/08 REVISIONS: REVISED A-2- 9l ql D8 GENERATOR, LP YANK-1 0/29/08 DRAWN BY'. JAH, MJL CHECKED BY: KCB PLOT DATE: 12/23/2008 PROJECT NL'M6ER: 3598 FILE NAME SHEC! NUMBER: J GROUND KTIS @ . TOP OF VERTICAL coAX RUN 11 I ,• .~. I .` ,y ,,• #6 INSULATED COAX GROUND KITS TO SECTOR GROUND BAR CLAMP #2 GROUND LEAD TO SOWER STEEL WJ HARGERS HEAVY DUTY TINNED FLANGE BONDING PLANT (P/N# 2231), OR EQUIVALENT WEATHERPROOF GROUND KIT CONNEC110N COAX LINE-~ II I SECURE GPS TO ICE BRIDGE POST WJ PIPE CLAMP A °,` 0 0 a a ,' 1 I e 1 i NOTES: 1. U5E 2-HOLE CONNECTOR W/ - HARGER UPCXL UNIVERSAL PIPE CLAMPS FOR ROUND MEMBERS 0 - HARGER #2237 FIEAVY DUTY TINNE[ FLANGE BONDING PLATE 2 USE EXTERNAL ANTILtXIDATION COMPOUND. S. PAINT WITH COLD GALV COMPOUND AFTER BONDING. k i 0 t a 'L ~~ '1 " a A4 I ~ I ~ T ~ r ® o ~~~ 1 ~li ~ E t G I I ;/ \J I ; ;~ n 1/ EQUIPMENT I I T Y SHELTER H ~~ ; t Q ~ I 71 I /' q' ( ,p I tlp~- - _s.., D >~,.,~;.,. FINISHED GRADE q`..~ ~:., of ° t 0 Pt ~ ~ A A C ~ I D ° ° ° ! I D U°) '; j ° .. i i a °Q n' i I e B ° ° a LEAD THRU o ,~ ~~' ° ~ BUILDING o P CADWELD ~a® p ~ - (F ° PENETRATION-----r.'.+ ~. ~ CONNECTION ! ~ ° ' ° ' t ~ °~ 0~9 ° TO INTERIOR ~ ° ° GROUND RING ~°°, ~ ~, ~~~ i ~ p ~ ~ ;I, ., °, P n i. VT TNPE CADWELD #2 SOLID BARE COPPER CONNECTION TOWER GROUND RING NOTES 1) ALL BELOW GRADE CONNECTIONS ARE TO BE EXOTHERMICALLY WELDED A MIN DF 48' BELOW GRADE 2) APPLY COLD GALVANIZATION TO ALl A80VE G120UND [7(OTNERMICALLY WELDED CONNECTIONS 3) APPLY ANTI OXIDENT "KOPR SHIELD" TO ALL MECHANICAL CONNECTIONS UPPER ANTENNA GROUND BAR @ SUPPORT FRAME BELOW GROUND KITS. GROUND TO TOWER STEEL u NOTE: L VERTICAL POSTS SHALL BE BONDE6 TO THE RING AT EACH m m CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 EOOT STRAIGHT RUN OE FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. ~ 0 ~ m ~ ~ ~ ~ ° o t pl ~ 3 a °o c C ~ ~ ~ 0 0 ~ o ° '- ~ 3. BOND EACH HORIZONTAL POLE/BRNCE TO EACH OTHER AND TO \\ \ ~ ~ •~~ ~ H60TSHRINK ~ ~~ ~~ ~ C ~ ~ ~ ~ m y ~ ro o c~°v EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. ~ ON GAIESONLY ~ I OUTSIDE SHELTER INSIDE SHELTER o O ~ a ~ ~ I - p BARBED WIRE-, XX- -X-~ XX XX- -XXX "C'1~PE ~~ 1'I~PE PT COAXENCRYSEAL (PROVIDED AND INSTALLED BY G.C.} XX- -X-XX " ` '" I ~ PE VBC CQAXCABLE o Q o r, o~ AINLINKFENCE ~ _,~.._ - - - - _ _~ ~, _m ._. _ ._ _ ALPHA - `. ~. / u-: a i _ ! ° BETA ._ to ail ~ - CADWELDCONNECTION III( GROUND KIT I ,, ~.... I !( - - ~ ~ ~ . ~. I.._ GAMMA - - _ ~ ~ ° ° y ~ LI W #2 AW D BC G 50 ~ ,~ I ~~ ~ r- ~ .\ I i FUTURE I ~ ___T, _ 'PYRE G'i° TYPE VB ~' - ------ -- --! -_..a_. ' ~\~ \~~\~ \~N~\~f\~i~ ~\~ ~\~~~~\~ \ \~~\~ ; ?.\~~~~ `~~\~\~~\~~ \~~\~~\~~\~\~/ n\.~\,~ ~\n\.a\n\.~ ~\n\~n n n ,~\.~\.~~\ ". ~~U.\~~ n\~\n\~~\.~ .~,~ n\.~ (COWER GROUND TAB} T~~E ~T SOLID COPPER WIRETO POST CONNECTION o c o ~ o j -FENCE LEAD TO FENCE POST G~0 -LEADS TO UTILITY RACK & ICE BRIDGE POSTS VIEW FROM I NOTE: WSIDE SHELTER ~ -----~---'----------- ------------ ---------------'-- RING GROUND #2 AWG N I N (Y N ~ CADWELD TYPES SHOWN ARE EXAMPLES. CONSULT WffH PROJECT MANAGER FOR OTHER POSSIBLE TYPES OF CADWELDS THAT CAN BE USED IN STANDARD OR SPECIALLY DESIGNED GROUNDING PLANS ECT ( CADWELD CON PE C) O SOLID BCW . COPPER GROUND ROD CONTRACTOR TO PROVIDE ALL REQUIRED CADWEI-D CONNECTIONS. w A ~~'1'~CE D~OUNDING DETAILS ~ GADWELD DETAILS C H~TCFI PIL~,~."'~~' L~~D~T G3 SCALE N'TS G3 SGALE~ NTS ~-3 5CALE; NTS W IVOTE: ld" xaB"DEEP INSPECTION WELL PVC SOIL PIPE WITH CAP OR EQUIVALENT BURY CpNDUiTS b' BELOW FR05T LINE AT A2" BBLCW GRADE, ~ - ' --j^~~~` ~ --'?' - ~~ "CONDUIT SIZE, TYPE, QUANTITYAND NEW HVAC UNIT (2 TOTAL} / ; ~\ ~ C - !~--.L ~ ._..~. ~..1 ~ ~ -y-=------., ' SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY FINISHED GRADE, OR GROUND DTH CQMP4 NY REQUIREMENTS ~ _____ -_-~- _ FINISHED GRADE ~~Ij ~ --~ ~ ~.i (TOP OF GR4h.L, ~ ; - I T COVER MATCH SLOPE AND WI ASeEQ~o THICKNESS OF EXISTING ----_ _° -_-== _-.-- ---_- _ - _-- ==_- i , _; - ' -~ f 7 D O °OOo O oOO.. O o 0 ~ 0~~0 ~ D QO ~ 0~~~-~~ Q(}f ~ rJ ~r ~Cu~ aoo~~o~oooo 000000 ~ o~~~oooU~~TI ~ ~~~~ w - =_- = ---- _-__ QUIPMENT _; ~ ~ - EI --- ~ - - , __ - , -- -- ---- - --- - _ _ -- -- ---- - - ---- - ---- --I I- -- - -- -- - - - ---I ~_ _ ; i= ~ I - -1 I_ ~ I ~--, I w ' ` BUILDING _- ~: II ~ ~ _ _ __... ' ~ i ( _ _ _ _ _ _ - -- - _ ----^ )I ) ) ( __ __T~ ~ ' ) u ISSUE DATE: #2 SOLID BARE CCPPER CONDUCTOR I I ~ . 1 - : -_._ - _ - ~- -_- -_ - III I I -- -- _.~_ I `~ I ' ZONING DRAWINGS-7/18/D8 W(SHORTBARRELCOMPRESSIONIUGS(T&854207) :- _ ; ~ ~ 1 ~-- m w = z ~~ -I - _ __ - - I - - - ~ --_-_ - _- -_-- - ~-~ -) - ( ~ , i I- _ "`- =) ' '~--UNEXCAVATEDMATERIAL (- ' ( L CONST.DRAWINGS-8J18/OS T H W/(2?5(ib"BOLTS ANDS AR WAS ER SECURED TO HVAC UNIT' I __ ~ I - -~' I E f-_ _-_,- j '~ - I PPER c~ ~ ~ 0 --- -- -- !-i ~ ------------ i-i - ) ~ -_. ~ - - ~ --~ - - i - - -~ CONSLDRAWINGS-9(4/08 `' I I- ,J I , __ ~-';_ ~ ~ , #2 SOLID TINNED CO WIRE USED FOR GROUND ~ ~ - ___ _ - ) I -III - --- ---- OMPACTED B ~ ~ - ACKFILL I- ~ coNSr. DRAWINGS- to/2R/os PLASTIC CONDUITCLIPS i ' = ~ I T . I ` -r ~ i ~- _ _-- ~ GRID IMPEDANCE TESTING v ~ _ ~ ~ i---j - - I_ ~~~ WITI I SATISFACTL7iF1' NATIVE OR IMPORTED501LTO96~SPROCTOR ~ FINAL CDS 121231oe 1/2 " DIA PVC CONDUIT WJ ~T} "C" CI~MP FOR _ ~ " I - ~ - ~ l ~~ _ _ ~~ l' - ~ - -~ ~ ,~ ~ -~ ~ ~~- - -III-1 ~ - ~ - ' REVISIONS, BELOW GRADE GROUND WIRE EXTEND PVC PIPE 12 i ~. i ~-" `. `~ -~ ~ _I _- ~. I ' _ "---UTIL[TY DETEG fABLE WARNING TAPE _ ~ I_ REVISEDA2-9(4/08 FINISHED AD I , ~ ` ~~, 1 ~ I l - ~ - _- `~ I-- ~ - , ~ I _-_i ~ ~ ! Ii T GENERATOR. IPTANK -10/29J08 GR E - - --i ,. _. - =: , I _ ,~ -' ~ _ - ~ ;-~ - - ~ ~ i--- -,~COMPACTFD3AND - ( - (SEE NOTE 1} ~ . .. I - - ~ ~ ~ ~I - __ - - -- -- _ ~_'`\ - (h I I = -~ ~_ COMPAC,TkD SAND BED - ! - f ~ ~ ;. ~ '~- _ _ (SEENCIIkI) TJRAWN 8Y: _ @"MIN, CONDUITS FOR JAH, MJL I _ ! - =1~ ~ ~ 1 !-~ #2 SOLID PINNED OOi'PER ~ ~ 3"MIN. TELEPHONE, ELGC;TRICAI " CHECKEDev: " N ~ EQUIPMENT BUILDING 5 8" x ld' COPPL=R CLAD J _ / KCB 8 MI . RADIUS - ~ EXTERIOR HALO GROUND RING i GROUND ROD - GROUND RING PLOTDArE: ~" ' 3Ja" CRUSHED STONE (SAME 12/23J2IXI8 -, FILLTEST A570P GRAVEL NaodccT rvuMeErr ~`~ CADWELD CONNECTION (TYPE FC} "- ---~ } WELL T'0 WITHIN 2" OF TOP OF ROUND LOOP WIRE 3~B G FILE NAME: MM ~~~y~+ T +~y *~ F ~.I 1 I~I 1 ~ TI'Ti~l~l~ ~~ 1 ~I~ G3.cign -~~°,ALD 'R®lJIVDIIV[~ D~°'Pr4fL. ~°°°°~ E II'~SPECTIIC~N ~~~..~~ DET~IIL G3 SCALE: NTS sHErINUMOER: G3 SCALE: NTS G3 SCALE; NTS c c `c c 0