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Z-7334 Map 1
PROJECT TYPE NEW 150'-0" MONOPOLE WITH NEW RELATED UNMANNED I COMMUN I CATION EQUIPMENT AT 6RA E LEVEL. DRIVING DIRECTIONS 1rRO14 T_MOS I Ls- Orr 1 GE ( 1-630 e ) -450) : .AT THE EAST TO 1-30 SOUTH. EXIT AT ROOSEVELT. BOTTOM OF: Ti -IE RA1'4Q AT THIr TRAFFIC L16HT, PF GErD " 5TRA16HT ArROS R005_PVEL7' K41CH P1J75 YOU ON SFII PMAN S7REUT, AND PROCEED, SOUTH ON 5HERMAN TO OZARK EQUIPMENT ON THE R16H7. THI5 5TF?r=ET 15 AKA INTER5TATE 30 STREET. VICINITY MAP rr "ILL fill J) +I. • Y3 •y*-' ' Uttk Rock AR 72206 ' T E •Mobile III SITE NUMBER AR1005.B SITE NAME OZARK EQUIPMENT r SITE ADDRESS/911 ADDRESS 3100 INTERSTATE 30 LITTLE ROCK, ARKANSAS 12206 PULASKICOUNTY 1367'11, . - SUIL2IN6 CODES: :.� 2000- INTERNATIONAL SUILDIN6 GODS 2000- INTEATIONAL FIRE CODINTERNATIONAL •655 -.�_+=-ri .r4r'� 1996- NEG, NATIONAL ELECTRIC CODE NOTE: THESE PLANS HAVE BEEN PREPARED TO ' - GRLLD� P?I1 SCALE ON 1 1 ' X 1 !' FORMAT ALL GOP I ES OF THESE PLANS OTHER THAN ARKANSAS ONE -GALL SYSTEM 11" X I -i' HAVE BEEN REDUCED;' OR ENLAR6EV . APPROVED FOR CONSTRUCTION PROPERTY OHNER OR REP. RF ZONIN5 NETWORK CONSTRUCTION CIONTRAGTOR OPERATIONS 5I7E AGRUISITION SHEET INDEX i 0• T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES N-3 GENERAL C-1 SITE SURVEY C-2 STTE PLAN C- C-4 C-5 ENLARGED ;ITE P AN ELEVATTaN J)ND ICE BRIDGE DETAILS C-6 ANTENNA SCHEDULE C-7 4OOD FENCE DETAIL C-8 ACCESS DRIVE L COMPOUND DETAILS E-1 ELECTRICAL / TELCO PLAN E-2 ELECTRICAL I TELCO RISER E NOTES C-3 ELECTRICAL NOTES E-4 GROUNDING RISER DIAGRAM E-5 GROUNDING PLAN C-6 GROUNDING DETAILS E-7 GROUNDING DETAILS E-8 METER CENTER S-1 S-2 CONCRETE PAD DETAILS NOTES SCALE. NONE SITE DATA PROJECT SUMMARY LATITUDE: 34° 43' 10" N (NAD 83) SITE LOCATION LATITUDE: 34.-II94 4 "''T,r 4 4 4 4 4 4 N MAD 83) s � n 0r ; i : , LONGITUDE: 92' Ib' 13" N (NAD 83) r� �' � "� �'_ -�' ,p.-ECenn;kl �� ! - ;`O�! SITE INFORMATION LANDLORD APPLICANT iiv1 ry+`'P°call'dntBS f /' Lafs f .� -�' _, ,c. c LONGITUDE: 9221 W (NAD 53) n 1S68i+. r . ' a r�__.�. DtJll]}(11F �� . ��- E ' �' �RISDIGTION+ GIT( OP LITTLE ROU' R4H PROPERTIES, L.L.G. T-TY.�I3.1 ELEVATION: 254.91' ": �,r_�;.. 4 qj' GREENE �3Y4a�rI18dL11C� ��'� � 10 11lBVVbe OCCUPANCY: UNMArAEE 3100 INTESTATE 30 12120 COLONEL 6LE7�1 ROAD DATA OBTAINED FROM SGIP FAXED 9/2!/02 Slack RCCk s S#eele 5UI'FE [ROo i:sy rr ✓• ZONING. I2. INDUSTRIAL LI77LE ROCK, AR 12206 LImE ROCK, AR -12210 � R c01- 8�cityr L1 ' I. r # 1J] �r GONS'r12XTION TYPE, NM^ HONOPOLE COWAGT: L� CARTER CONTACT Pl a ZONING Mf'NASER LiWv E ' _ ra olrld°^� ? a t g ° /. E°Ilottci •._ rForrllkes a .I TAX PARC 34L-�s-oo-o0l -0o PHONE. 1501) 3.16-5005 fOresi Lwnerlblarga Sirarygerry � ;B3 [_ + I'R r. r. oR (sol) 607-3oos Sidney ::. w z -s.T ° t. STONE IAS :.� _.� . 'p `�tiq� CRAit3HEAD �.t' {C T1el[ - Iythe BfkW Tlrnbo L• R . AA__N 5t: r ,: t7onR i ;, • f a ° Mountain View- .$ r -a r�4:E aL61Cl; o 2:. �ainor� :_ JnnesDo �,(;�� = CONSULTANTS }.. Flag West Richwd°ds �� r ttietan r a�,r �;'4sflpQrt fo�Ale1' c Turkey Creek E� ltesvlle , Tua�aerinin � • r, t �� Dp;LE - } - ... �W[CHue ,� `Rode f Cr`TI iablc►s ? �>. +:.� Ik ! _ LAUp R ShVley ` °"�°r Tom' '^'Y' PROFESSIONAL ENGINEER SURVEYOR STRUCTURAL ENGINEER +iriieLd•Ba 4Dt>3SCa �{ P° r �- "f1i13E p Newp6 !P <� } �_;� W -T COMMUNICATION DI=SIGN bROUP, LLG H 3 5 SURVEYIhL`i ANALYSIS AND DES I6N OF TOf R AN BURT IV p `:�� [ � Weinerf� >� Ns3�STJrg.:' � a 39 EAST SGULLY DRIVE 201 N. 5IC,KFOi� AND FOUNDATION BY OTHERS. • , `Y: '- 1=h10ENC1 , ' , ; :Ma�Ikeb-Tree Tarr pie par - : Springs, He�esr . _ :. JNRF-P .. _ _ •KSON f � ?�._.� : [ f . -- o SGHAUMBUR6, f rC°vington' ILLINOIS 60193 P.O. 5OX 391 P g • •a iL } �. r P O I hd $7 T`. -T�.. - '• rc 5Eesltprl �` col rrAGT, KeI TH MANDOE+1� P1 l�lo, OK 'f3o36 i y 1 CL6URNE .•.; �T67 R •r 1D1lJlidliorldS° Tl OAi �' 1 PHONE, (84?) 895-3640 PHONE, 405-262-0249 I .� t '• •'e.a. »r i' FAX, 405-262-510-7 T la B Quit Parlghurn /' u ' . '_5� rlj. J I} ' i}` rc ws 1�fillintan -- see Q i _,..�.�, ry Chem'= v „ �a { .............. Bald F[noh_=;;'�,, '' r IRiag V:�ifey.: AY ;0eeni�rier Searcy6 e7 A gusp fC R O 5.. ,I, 5viiiervilfe- ostar :. _ - q 1 ; 84 ° : ' SRI iTE1+iD_.ci+l ".: {,, `-FP�YETTE �-� VN l�' •,pl E� ' �^:: wv4I7RLiFf Ef zp Vlf st'ilvlelnphis 71eft ° UTILITIES I L I T IE S a` AEJI(NER ; Rae }y -=- °- o otL_ - _ ��_ �str �. Williston Vl9onie BeeiJe -76 '^ Cs1dY ell "' ' ` r IBi]i �fl5°�`i " _ =�� r -� -- a r 1?. �` . 1 C�tilie•"` ARKANSAS ONE -CALL POWER COMPANY TELCO COMPANY Pla fiOReSI pi S5V.H rTER6Y ! ,,,,��, dener :w'=; , Y'"- _° SOUTHWESTERIN 513E �9ayACvvel ~I S III Des t c r i o..;.�,? •4• 4 =flpY t3• ,�7[iLffl:8`4 ;:: ; CONTRACTOR IN GALL 48 HOURS #9 ENT826Y COURT 111 I CAPITOL, ROOM 465 a iR18I�i5C>>T- :_- ;'" _ se ri H1501R£ DI66IN5 ARKANSAS 12201 •• - iJ Cabot �W1R Yr anch: ;1-. GALL ARKANSAS ONE -GALL LITTLE ROCK, ARKANSAS LITTLE =5112 l �T" FRnil,l p 12212 �•'� �# � :� r„ l 'y _ 9 .. rt•` H49hles ByYlalia= SYSTHI PH+ SOI -q54--51&5 = i Ridgg9. ,� �, SAI brjN1dey-Heyns , � �= -:f ., y; DE�7T0 � � - PHoh�, (scan) 452 -sans � .. 7 SITES. TO 95 PUL =A 16 a~!if ,Moro :'t J ' 1 foi[ sy pr €i1 3 Ius» ON AL Litt3etarls 1`" 26 w .r ' �. _: - � ve rdRb€ } `�`" a ' �> ica f �.-'.gym i �21� �'s s i p P`i--.v...ti : �/) '.1 WLi N flC rill v f f.� F _y 4^_ !� i3 3 (( I E.: I SCALE: 1" = 50 MILES W=7r W -T COMMUNICATION DESIGN GROUP, LLC 30 E AMLLY DRIVE SCHAUMBURG, ILLMOIS 60103 ph. (847) 805-9840 fax. (847) 606-0085 T m -Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 8100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY p,T E 0 fi A R ST E 10 N i %�'F. •�` !' 12131/02 TITLE SHEET DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET 7 C Di'.'1510N I = GENERAL REQUIREMENTS PART I GENERAL IS INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER. SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. G. THE INTENTION OF THE DOCUMENTS 15 TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. D. THE PURP05E OF THE SPECIFICATIONS 15 TO INTERPRET THE INTENT OF THE DRAWING5 AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 12 CONFLICTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMEN51ON WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REA5ON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. G. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED A5 AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS C70VERNINS THE WORK. 13 CONTRACTS AND WARRANTIE5 A. CONTRACTOR 15 RE5PONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS, B. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR ADD'L DETAILS. 1.4 STORAGE ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OB5YRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 13 GLEAN UP A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND SURPLL15 MATERIALS AND SHALL LEAVE THEIR WORK GLEAN AND READY FOR USE. B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. I. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFAGE5. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, H05E DOWN THE EXTERIOR OF THE STRUCTURE. G. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/GE IL I NG. I. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. Ib CHANGE ORDER PROCEDURE A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER WITHIN 24 HR5 FOR APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. Ll RELATED DOCUMENTS AND COORDINATION A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE GONTRACTOR MUST REFER TO ALL DRAWIN&S. ALL COORDINATION TO BE THE RE5PON51BILITY OF THE - CONTRACTOR. I.& SHOP DRAWINGS A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE 5PEGIFIGATION5 TO THE OWNER FOR APPROVAL. B. ALL SHOP DRAWIN05 SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION 5HOWIN6 COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS - B. SUBMIT ALL NECESSARY PRODUCT DATA AND GUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF GUT SHEETS. 1.10 QUALITY ASSURANCE A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: I. ANSI/EIA - 222 - F 2. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL INC, 1991. 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999. 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS. 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC). 6. LIFE SAFETY CODE NFPA-101-2000. 1.11 ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A 51NOLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK. G. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-51TE MEETING WITH ALL MAJOR PARTIES. THI5 WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER CONTRACTOR LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). D. GONTRAGTOR SHALL BE EQUIPPED WITH SOME MEA145 OF CONSTANT GOMMUNIICATION5, SUCH AS A MOBILE PHONE OR A BEEPER. THI5 EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER NOR WILL WIRELESS SERVICE BE ARRANGED. E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL WPGS SAFETY REQUIREMENTS IN THEIR AGREEMENT. F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OHNER. 6. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT 15 REQUIRED PRIOR TO START OF CONSTRUCTION. H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. I. GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS OF CONSTRUCTION; BEFORE d AFTER PHOTOS OF CONSTRUCTION FROM ALL SIDES, IN51DE AND OUTSIDE OF COMPOUND. J. IN THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL PATCH, REPAIR AND REPAINT ANY AREA THAT HAS BEEN DAMAGED DURING ALL PHASES OF PROJECT. K. GENERAL CONTRACTOR TO PROVIDE COPIE5 OF ALL INSPECTION RELEASES FROM THE GOVERNING MUNICIPALITIES WITHIN 48 HOURS AFTER CONSTRUCTION. 1.12 INSURANCE AND BONDS A. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERA6E'5 TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES. G. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. 02830 FENCE (IF REQUIRED) PART I GENERAL 1.1 WORK INCLUDED: REFER TO THE 51TE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO BE INSTALLED. 12 QUALITY ASSURANCE A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH TH15 SPECIFICATIONS WILL BE GALVANIZED OR STAINLESS STEEL WEIGHT OF ZING COATING ON THE FABRIC SHALL BE NOT LE55 THEN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN GRADE E ZING 1.& OUNCES PER SQUARE FOOT. 13 SEQUENCING A. IF THE 51TE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE GON5TRUGTION. FENCE P05T EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 1.4 SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATION OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MEET. 13 APPLICABLE STANDARDS A. A5TM-A53 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZING COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. A5TM-A123 ZING (HOT -DIPPED GALVANIZED COATING ON IRON AND STEEL PRODUCTS. G. A5TM-A153 STANDARD SPECIFICATION FOR ZING COATING (HOT DIP) ON IRON AND STEEL HARDWARE. D. A5TM-A329 SPECIFICATION FOR ZING -COATED STEEL CHAIN LINK FENCE FABRIC. E. A5TM-A653 STANDARD SPECIFICATION FOR STEEL SHEET ZING COATED (GALVANIZED) BY THE HOT DIPPED PROCESS. F. ASTM -A510 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. G. FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC, AND ACCESSORIES. PART 2 PRODUCTS 2.1 FENCE MATERIALS A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC, SHALL BE TWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148) WIRE. VERIFY HEIGHT WITH PROJECT MANAGER THE FABRIC SHALL HAVE A KNUGKLED FINISH FOR THE TOP AND BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF A5TM A-392 GLASS I. G. NOT USED. D. ALL P05T5 SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE I A5TM A-53 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD). I. LINE 1-1/6 INCHES 2. CORNER 3 INCHES 3. GATE 3 INCHES E. NOT USED. F. ALL TOP AND BRACE RAILS SHALL BE 1-1/4' DIAMETER SCHEDULE -40 MECHANICAL-5ERVIGE PIPE. FRAMES SHALL HAVE WELDED CORNERS. G. NOT USED. H. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. I. GATE HINGES SHALL BE MERGHANT5 METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 -DEGREE ATTACHMENT, OR EQUAL. J. THE GUIDE (LATCH ASSEMBLY SHALL BE MERCHANTS METAL MODEL 2083, OR EQUAL. K. LATCHES, STOP AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. L. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION. M. DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR WITH DOME GAP. N. A NOA 6AU6E ZING COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. 0. PLACE A SIX INGH BY 1/2' DIAMETER EYEBOLT TO HOLD TENSION WIRE AT LINE POSTS. P. STRETCHER BARS SHALL BE 3/16" BY 3/4' OR HAVE TRUSS ROD WITH TURNBUCKLES. Q. ALL CORNER GATE AND END PANELS SHALL HAVE A 515' TRUSS ROD WITH TURNBUCKLES. R. ALL POSTS EXCEPT GATEPOSTS SHALL HAVE A COMBINATION GAP AND BARBED WIRE SUPPORTING ARM. GATEPOSTS SHALL HAVE A DOME GAP, S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME GAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM5. V. ALL GAPS SHALL BE CAST STEEL. PART 3 EXECUTION 3.1 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 32 INSTALLATION A. P05T FOUNDATIONS SHALL HAVE A MINIMUM 51X -INCH GONGRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ON INCH IN EIGHT FEET. G. AT CORNER P05T5. OATEP05T AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TEN5101N BAND -CLIPS AT 15 INCH INTERVALS. D. AT LINE POSTS. FABRIC, SHALL Be ATTACHED WITH BAND GLIP5 AT I5 -INCH INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TEN51ON WIRE AND TRUSS 8005 WITH TIE CLIPS AT TWO -FOOT INTERVALS. F. A MAXIMUM CAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LIKE FABRIC AND THE FINAL GRADE. G. GATE5 SHALL BE INSTALLED 50 LOCKS ARE ACCE551BLE FROM BOTH SIDES. H. CONCRETE FOR FENCE POSTS SHALL HAVE A MINIMUM OF 3000-P51 BREAKING STRENGTH AT 28 DAYS. 33 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENGI MATERIAL AND PAINT FIELD GUTS OR GALVANIZING BREAKS WITH ZING -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. %i a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 895-3840 fmx. 18471 898-9985 T • mMobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE' 30 LITTLE ROCK, AR 72206 PULASKI COUNTY yt XTE 01* AR A S R T P F S 10 G 8� AT DATE: 12/31/02 GENERAL NOTES DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET N-1 DIVISION 16- GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION I„ DEFINITIONS A. AGB -ANTENNA GROUND BAR B. AWG -AMERICAN WIRE GAUGE C. EMT -ELECTRICAL METAL TUBING D. MGB-MASTER GROUND BAR E. PVC -POLY VINYL CHLORIDE F. RFI -RADIO FREQUENCY INTERFERENCE 6. THW-LETTER TYPE DE516NATION FOR CONDUCTOR INSULATION THAT 15 A MOISTURE AND HEAT RESISTANT THERMOPLASTIC WITH A MAXIMUM OPERATING TEMPERATURE OF l5 DEGREES CELSIUS OR 167 DEGREES FAHRENHEIT. 2 SUBMITTAL OF BID INDICATES CONTRACTOR 15 COGNIZANT OF ALL JOB 51TE CONDITIONS AND WORK TO BE PERFORMED UNDER THI5 CONTRACT. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDIN05 TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCY'S 4. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 6. ELECTRICAL SERVICE 120/240 SINGLE PHASE 3 WIRE 200 AMP SERVICE. 7. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD. PULL BOX, J -BOX SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (05.HA). 8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. OF A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWIN65, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 9. ALL MATERIALS AND EQUIPMENT USED SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH CLA55 OR GROUP OF EQUIPMENT. 10. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARD ESTABLISHED BY ANSI, AND NEMA II. ALL TELCO CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR BURIAL UNLE55 OTHERWISE NOTED. 12. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND 05.HA. 13. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 14. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 15. ALL TELCO CONDUIT SHALL HAVE A PULL WIRE OR ROPE. 16. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL 'AS INSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTING AND CIRCUITS. 17. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC„ SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 18. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.G. I9. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 120. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES WITH U.L. LISTED MATERIAL. 21., WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLE55 SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. 23. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE NOTED ON THE DRAWINGS MANUFACTURED BY "SQUARE D COMPANY" OR APPROVED EQUAL. 24. ALL MATERIALS SHALL BE U.L. LISTED. 25. CONDUIT A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC. B. ALL EXTERIOR ABOVE GROUND CONDUIT SHALL BE SUNLIGHT RE515TANT SCHEDULE 80 PVC. C. ALL INDOOR CONDUIT SHALL BE EMT. 2.1 MASTER GROUND BAR (MGB) THE PURPOSE OF THE MASTER GROUND BAR 15 TO GROUND THE BT5 AND ANY OTHER METALLIC OBJECTS AROUND THE BT5. 2.2 ANTENNA GROUND BAR THE PURPOSE OF THE ANTENNA GROUND BAR 15 PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL CABLE 15 USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT 15 ACCEPTABLE TO BOND EXTERIOR, CABLE TRAY, WAVEGUIDE PORTS AND CANTILEVERED WAVEGUIDE BRIDGES TO THE AGB. 23 SURGE ARRESTOR GROUND BAR (SAC -i!3) THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR 15 FOR LIGHTNING PROTECTION. D. FLEXIBLE CONDUIT MAY BE USED AT EQUIPMENT CONNECTIONS. FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT. SHALL NOT BE 2.4 ANTENNA GROUNDING: LONGER THAN 6 FEET AND SHALL CONTAIN GROUND EACH ANTENNA COAXIAL CABLE SHALL BE GROUNDED AT CONDUCTOR SIZED IN ACCORDANCE WITH THE NATIONAL THREE POINTS U511,15 A COAXIAL CABLE KIT. A TYPICAL ELECTRIC CODE. INSTALLATION SHALL BE AS FOLLOW5: A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH TO THE ANTENNA A5 POSSIBLE. PERMANENT ENGRAVED PLASTIC LABELS. 27. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY, AND PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE 15 EFFECTED. 28. UPON COMPLETION OF WORK, CONDUIT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL SUBMIT TEST REPORTS TO THE PM. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN COMPLETE AND UNDAMAGED CONDITION. 29. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP 605T TO BE PAID BY CONTRACTOR. GROUNDING STANDARDS IA BACKGROUND 1.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BA51C OBJECTIVE FOR EACH IS.- A. S:A. LIGHTING PROTECTION TO MAINTAIN ALL EQUIPMENT, ALL THE SAME POTENTIAL DURING A LIGHTING IMPULSE. B. RFI FOR NOISE INDUCTION CONTROL TO ESTABLISH THE LOWEST POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT. C. ELECTROSTATIC CONTROL TO REDUCE ELECTROSTATIC DISCHARGE PROBLEMS. D. PERSONNEL SAFETY- TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. 12 A/C GROUNDING: ALL &ROUNDING CONNECTIONS INSIDE OF CABINET SHALL BE SCRAPED TO BARE METAL AND COATED WITH CONDUCTING LUBRICANT. STATION GROUNDING SYSTEM 2.0 MATERIALS: A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTOR AND TOWER 6 ZMNO BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNAS SHALL BE NOb 5TANDAR0 GREEN INSULATED JUMPERS THE 69OUND WIRE TO THE MGB SHALL BE GREEN INSULATED #2 WIRE BURNOY CONNECTED TO THE BU55 BAR AND CONNECTED TO THE 6ROUND RING ON A GROUND ROD. B. #2 AWG, INSULATED STRANDED COPPER CABLE SHALL BE INSTALLED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT IMPROVEMENT SITES. C. 3/4x1O' GROUND RODS OF SOLID COPPER, STAINLE55 STEEL OR COPPER CLAD HIGH STRENGTH STEEL. D. ABOVE GRADE'CONNECTION5 SHALL BE BURNOY HY&ROUND COMPRESSION. BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC WELD. E. CONDUCTIVE LUBRICANT SHALL BE USED IN ALL MECHANICAL CONNECTIONS. F. MECHANICAL FASTENERS (I.E., DOUBLE LUG5, SPLIT BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. 6. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. H. ALL LUG5 SHALL HAVE TWO HOLES FOR A DOUBLE BOLT CONNECTION. B. THE SECOND GROUND SHALL BE MADE AT THE BOTTOM OF THE VERTICAL RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY FROM THE TONER TOWARDS THE BT5. THE GROUND SHALL BE TERMINATED AT THE GB. THE GB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE ENCASED IN PVC CONDUIT. C. THE THIRD GROUND SHALL BE THE SURGE ARRESTOR GROUND. IT SHALL BE ATTACHED 70 THE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS. THE SURGE ARRE5TOR5 SHALL BE GROUNDED TO THE GROUND BAR. THE 5AG5 SHALL HAVE TWO (2) LEADS OF 92 BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE GROUND LEADS SHALL BE ENCASED IN PVC. 23 PERIMETER FENCE &ROUNDING A. CORNER FENCE &ROUNDING. B. ALL FENCE CORNER AND END P05T5 (MINIMUM OF TWO) SHALL HAVE ONE #2 SOLID TINNED COPPER GROUND WIRE. THESE POSTS SHALL BE CONNECTED TO THE GROUND RING WITH A #2 SOLID TINNED COPPER GROUND WIRE AND INTERMEDIATE GROUND RODS IF THE DISTANCE FROM THE POSTS TO THE GROUND RING EXCEEDS 8 FEET, IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM THE GROUND RING. C. GATE POSTS D. GATE P05T SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL BE DRILL AND TAP WITH BURNOY TYPE KC22 TO THE POST WITH A a2 AWG BARE SOLID TINNED COPPER WIRE. E. GATES F. GATES SHALL BE BONDED TO GATE PO575 WITH A 18' BRAIDED STRAP TYPE B018G92. THE CONNECTIONS SHALL BE BURNDY 2 HOLE LUGS (3/8' HOLES, I' CENTER TO CENTER) BOLTED THROUGH EACH POST. 2.6 GENERATOR FUEL TANK &ROUNDING THE GENERATOR FUEL TANK, IF REQUIRED, SHALL BE CONNECTED IN AT LEAST ONE PLACE TO THE MAIN EXTERIOR GROUNDING RING. 02 AWG BARE SOLID TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE SUPPORT LEG OF THE FUEL TANK AND CAD WELD TO THE NEAREST EXTERIOR GROUND RING, GROUND ROD. 2.7 EQUIPMENT ROOM GROUNDING THE MASTER GROUND BAR(MOB) SHALL SERVE AS THE COLLECTION POINT FOR THE BTS AS WELL AS ALL INTERIOR NDN -ELECTRICAL GROUNDED METAL MATERIALS. CABLE TRAYS, ALARM .UNCTION BOX, ETC., SHALL BE GROUNDED WITH #6 AWS STRANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MOB. 2.8 NOT USED 2.9 SERVICE GROUNDING CONNECTIONS.- THE ONNECTIONS:THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED IN ACCORDANCE WITH THE NEC. 2.10 COAX BRIDGE/ CABLE TRAY GROUNDING: BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH #2 STRANDED INSULATED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE LIG BOLTED/ SCREWED MECHANICAL CONNECTIONS WITH-5TAR LOCK WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE 5PLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. 2.11 TENANT IMPROVEMENT SITE GROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA GROUND BARS MAY HAVE TO BE INSTALLED AT EACH ANTENNA MOUNT LOCATION_ ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 AW& CONDUCTOR CONNECTED TO THE NEAREST BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BU55 BAR, BOTH MOB AND A65 (5), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. A613(5) MAY BE HOME RUN BACK TO THE MOB WHERE NO BUILDING STEEL 15 AVAILABLE. 2.12 LIMITS OF BEND RADIUS: IT 15 IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTION THE IN51DE AND OUT5IDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A 3' RADIUS PREFERRED NO SHARP BEN05 SHALL BE ALLOWED. 2.13 BONDING PREPARATION d FIN15H ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER CAD KELP OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE GROUND CONDUCTOR. EXOTHERMIC WELDS SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND WHEN APPLICABLE, FINISH PAINTED WITH AN APPROPRIATE COLOR AS REQUIRED. MECHANICAL TYPE BONDS ON ALL SURFACES, OTHER THAN BU55 BARS, SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZED AND OR THE APPROPRIATED PAINT TO MATCH AS REQUIRED. 2.14 TESTING: THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT PRIOR TO BACK FILLING THE GROUND RING, TRENCH. THE GROUND FIELD RE515TANCE SHALL MEASURE 5 OHMS OR LE55 TO GROUND. RESULTS OF THI5 SHALL BE BROUGHT TO THE ATTENTION OF THE PM. THE RESISTANCE TO GROUND SHALL BE MEASURED U51NO THE FALL OF POTENTIAL METHOD. 2.15 HIGH RI5E BUILDING: A. HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN 6RONDIN6. A FACILITY INVESTIGATION SHOULD BE MADE INTO THE STRUCTURE OF THE BUILDING. AND AS TO THE P0551BLE PRESENCE OF AN EXISTING LIGHTENING PROTECTION SYSTEM. IF ONE 15 IN PLACE. IT WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE LIGHTENING PROTECTION SYSTEM. WITH A TEST TO THE SYSTEM AFTER INSTALLATION TO ENSURE THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS. B. STRUCTURAL STEEL BUILDING: IF THE BUILDING 15 BUILT OF STRUCTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE ANTENNAS TO THE BUILDING SITE. IT 15 PREFERABLE TO GROUND THE ANTENNAS AND THE 51TE TO A DIRECT EARTH CONNECTION. BY USE OF SEPARATE DOWN LEADS OF 250 MCM. COMING FROM GROUND BU55 5AR5 TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LE55 THAN FOUR GROUND RODS. WHERE PRACTICAL. THE BUILDING STEEL SHOULD BE BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE GROUND ROD FIELD. C. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO A SEPARATE BUSS BAR AND DOWN LEG WHERE THE COAXIAL CABLES ENTER THE BUILDING. THE DOWN LEADS SHOULD BE PROTECTED IN PVC CONDUIT AND SHOULD BE INSTALLED AS FAR APART AS 15 PRACTICAL FROM EACH OTHER. THE SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL GONNECTION WITH THE FIRST GROUND ROD. W7= W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUNSURG, LLLINOIS 80103 ph. 18471 895-3840 fax. 18471 896-9885 To • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 91 p T E OA. AR S S GI TE DF S 6 T 1 DA 12/37/02 GENERAL NOTES DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET N=2 DI11 1 51ON 2--51TE WORK AND DRAINAGE 01000 EARTH WORK, EXCAVATION AND GRADING PART I GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND 51TE PLAN FOR WORK INCLUDED. 12 RELATED WORK A. CONSTRUCTION FOR EQUIPMENT FOUNDATION. B. INSTALLATION OF ANTENNA SUPPORT SYSTEM. G. ERECTION OF FENCE. 1.3 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND 51TES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EA51LY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 14 QUALITY ASSURANCE A. VEGETATION LANDSCAPING IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. I5 SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR REPLACEMENT OF BACKFILL OR SUB -BASE MATERIAL. G. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STATE I FEDERAL RULES. D. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH. E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. 1.6 SUBMITTALS A. BEFORE CONSTRUCTION 1. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FERTILIZER IF REQUIRED. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. 1.7 WARRANTY A. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 PRODUCTS 2.1 MATERIALS A. ROAD AND 51TE MATERIALS: FILL MATERIAL -ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATION. B. SOIL STABILIZER FABRIC SHALL CONFORM TO SPECIFICATIONS CONTAINED IN SECTION 1019 OF THE 'VIRGINIA STANDARD SPECIFICATIONS FOR ROA05 AND BRIDGES', LATEST EDITION FOR CLA55 G GEOTEXTILE5. CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. 22 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY 5HEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY BE REQUIRED TO OBTAIN COMPACTION. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER HAND HELD TAMPERS. PART 3 EXECUTION 3.1 PREPARATION A. CLEAR TREES, BUSH AND DEBRIS FROM SITE AREA AND ACCESS ROAD RIGHT-OF-WAY AS REQUIRED. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF 51X INCHES BELOW ORIGINAL GROUND LEVEL. G. UNLESS OTHERWISE IN5TRUGTED BY THE OWNER, REMOVE TREES, BRUSH AND DEBRIS FROM PROPERTY TO AN AUTHORIZED LANDFILL. D. WHERE UNSTABLE 501L CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 32 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH THE 501L RESULTING FROM EXCAVATING THE FOUNDATIONS (PROVIDE EVEN DISTRIBUTION). THE ELEVATIONS ARE TO BE CALCULATED FROM THE RESULTING GRADE. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING. G. AVOID CREATING DEPRE5510N5 WHERE WATER MAY POND. D. THE CONTRACT INCLUDES ALL NEGE55ARY GRADING, BANKING, DITCHING, AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS ARE ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLE55 OTHERWISE NOTED. E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. F. PLACE FILL IN 51X TO EIGHT INCH MAXIMUM LIFTS. COMPACT BEFORE PLACING NEXT LIFT. G. THE FINISH GRADE. INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE 51TE FENCE AND SHALL COVER THE AREA A5 INDICATED. H. RIPRAP SHALL BE APPLIED TO THE SIDE OF SLOPES OF ALL FENDED SITE AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THEN 2_I. I. UNDER NO CIRCUMSTANCES WILL DITCHES, SHALES OR CULVERTS BE PLACED 50 THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANGE ADVISE THE OWNER IMMEDIATELY, IN WRITING. J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. K. 50W SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. L. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE 15 OBTAINED. 33 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 95% MAXIMUM DENSITY IN ACCORDANCE WITH A5TM 0-1557 FOR SITE WORK AND 95% UNDER SLAB AREAS. 3.4 PROTECTION A. RIPRAP SHALL BE APPLIED TOO THE SIDES OF DITCHES OR DRAINAGE SHALES AS INDICATED ON PLANS. B. RIPRAP ENTIRE DITCH FOR 51X FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. G. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE. D. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH H05E PROTECTED WIRE AND SECURED TO 2 INCH x 2 INCH x 4 FOOT STEEL. ANGLE EXTENDING TWO FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. E. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. 02550 FENCE (IF REQUIRED). DIVISION 13 SPECIAL CONSTRUCTION 13100 TOWER I ANTENNA INSTALLATION PARTI-GENERAL 1.1 WORK INCLUDED A. IF REQUIRED, ERECT FURN15HED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION GROUNDING SHALL INCLUDE BASE(5) AND ANCHORS. G. IF REQUIRED, INSTALL THREE(3) 51DE ARMS, CONSISTING OF THREE (3) &'-O" AS INDICATED ON DRAWINGS -CONFIRM WITH OWNER REPRESENTATIVE. D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATIONS. E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. F. INSTALL FURNISHED GALVANIZED STEEL HAVE GUIDE LADDER. G. INSTALL HAVE GUIDE BRIDGED AS INDICATED ON DRAWING. H. SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. I. EACH INSTALL GROUNDING STRAP K175 WITH LONG BARREL COMPRESSION LU55(51M. TO ANDREH-22370TB0 OR APPROVED EQUAL,) AT TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNDING STRAPS TO BE CONNECTED TO INSULATED GROUND BAR. J. ASSIST OWNER TECHNICIANS PERFORMING SWEEP TEST OF INSTALLED COAX. K. CONCRETE PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE SAME DAY. 22 RELATED WORK A. FURNISH Ul. L15TED EQUIPMENT WHERE SUCH LABEL 15 AVAILABLE, INSTALL IN CONFORMANCE WITH U.L. STANDARDS APPLICABLE. B. INSTALL ANTENNA, ANTENNA GABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUS 15 NOT LIMITED TO THE FOLLOWING, I. EIA -ELECTRONIC, INDUSTRIES ASSOCIATION EIA22F. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOHER5 AND ANTENNA SUPPORTING STRUCTURES. 2. FAA -FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AG 70!1460 -IH OBSTRUCTION MARKING AND LIGHTING. 3. FDG -FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, 055TRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM -115A, HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AISC-AMERIGAN INSTITUTE OF STEEL GON5TRUGTION 5PEGIFIGATION FOR 5TRUCTURAL JOINTS USING A5TM A525 OR A490 BOLTS. 5. IN ALL GASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS SPECIFICATIONS. vf W -T COMMUNICATION I 1 DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURS, ILLINOIS 60103 ph. 18471696-3M fax. 18471 896-99BS To m •Mobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 III I 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY T E D;>>;� AR"A SAS a -+ per£: 12/31 02 O 0 C7 65 GENERAL NOTES w o DATE: 09-28-02 z SCALE: AS NOTED o0 DRAWN: MJR W -T # T02388 r m Q SHEET N-3 ZONE 1-2 RS/DEAM ZONE 1-2 MVER TRUCK COMPANY SITE PLAN LEGAL DESCRIPTION PARENT TRACT PARENT TRACT All of Lou 1, 2, 3, 4, 5, B. 7, and the E1/2 of Lot 31, and all of Lots 32, 33, 34, 35, 35, 37, and 38, Mary Ann Addition to the City o1 Little Rock, Pulaski County, Arkansas; AND That port of East 3Dth Street (formerly East 29th Street) baglnning of the SoAheost tamer of Lot 1. Mary Ann Addtlan and running West along the North One of East 30th Street to the SauUlwest comer of Lot 7. Mort' Ann Addiion. thence Southwesterly to the Northwest comer of the El/2 of Lot 31, Mary Ann Addition; Thence East along the South phe of East 30th Street to the Northeast comer of Lot 36. Mary Ann Addition; thence North to the Southeast corner of Lot 1, Mary Ann Addition, and the point of coginning. now closed b)' Ordinance No. 13,497, o! record os Doeumenl No. 78-37424, doted September 5, 1978, and filed September 14, 1976, Records of Pulaski County, Ailwnsae and the W1/2 of Rock Street Lying East of ant adjacent themto; now closed by Ordinance Ha. 13,497, of record as Document No. 78-37424, doted September 5, 1978, and filed September 14, 197x, Records of Pulaski County, Arkansas. AND The W1/2 of Rock Street lying East of and adjacent to Lot 30, Mary Ann AdItIon and the W1/2 of Rock Street lying East of and adjacent to Lot 1, Mary Ann Addition beginning at the Southeast comer of sold Lot 1 thence North along the East line ofsaid Lot 1 to a point with the South line of Lot 9, Block 1. Biddle Addition, extended; now closed by Ordinance No. 13,497, at record as Documant No. 78-37424, dated September 5. 1978; and filed September 14, 11376, Records of Pulaski Caunty, Arkaneam, and Ordlnonca No. 15,585. of record as Document No. 88--62918, doted November 15, 1988 and filed November 23, 19118, Records of Pulaski County, Arkansas. AND Pori of the SW1/4 of the NWt/4 of Section 14, Township 1 North, Range 12 West, in the City of Little Rock. Pulaski Counly, Arkansas, more poftulorly described as follows to -wit; Begin oto point on the line between Sections 14 and 15. in TowneNp 1 North, Range 12 Weat, 279 feat North of the Northwest comer of the Blount 5 acre troet; thence East 287.7 feet to the point of beginning proper, from the point of beginning thus established, run thence North 106 feet, thence X136' 2 a U MAGNE77C DECIJNA71ON Magnetic Deeliratlon Inlbrmatfon Provided By the NoUonol Geophysical Data Carrier Boulder, Cdorado On 9129/10D2 Model.• IGRF200 R & W PROPERTIES, LLC WARRANTY DEED INSTRUMENT NO. 98-025253 TAX ID 03-0470946 PROPOSF.D LEASE W= — 6626.0 Sq. Ft. D.129 Acres PROPOSED LEISE SIZE ELEVAi70NS NOIYIHWEST COR. EL- 25531' NOMFAST COR, ELS 254.61' 5YAL11NEAST COR. EL- 254.26' ST7EVTHWES7 COR. EL- 254.64' GRAPHIC SCALE IN F I I( EDI' ) n SCALE: 1" = 40' LEGAL DESCRIPTION PARENT TRACT PARENT TRACT (cont'd.) East 179.1 feet; thence South 186 feet; thence West 178.3 ss feet, more or le, to the point of beginning; AND The W1/2 of Rack Street lying East of and adjacent to parcel In SWI/4 NW1/4, Section 14, Township 1 Horth. Range 12 Wast ;n the Qty of Little Rack, Pulaski County. Arkansas now closed by Ordinance Na. T5,585, of record as Document No. 88-62918, dated November 15, 1586 and filed November 23, 1988, Records of Putwki County, Arkanmas. (Warranty Deed Instrument No. 98-025253, filed and recorded May 11, 1998, Official Records of Pulaski County, Arkansas.) LEGAL DESCRIPTION LEASE AREA PROPOSED LEASE SiTE DESCRIPTION A tract of land lying in and being a part of a tract of land described In Exhibit A' of Document No. 98-025253 dated May S. 1990. situated in the Mory Ann Addition to the City of Little Rack, Pulaski County, Arkensas and In the Southwest Quarter (SW/4) of the Northwest Quarter (NW/4) of Section 14, Township 1 North, Range 12 West, in the City of little Rack. Pulaski County, Arkansas, saki tract being more particularly described as follows: Commenting ata 1' p'ipa found for the Northeast comer of Lot 1, said Mary An if to the City of Little Rock; Thence S 0510'54' W. on the East One of said Lot 1 also being the East line of said Mary Addition, a distance of 136.59 feet: Thence N 6449'06' W a distance or 20.06 foot to a 1/2' iron rod met for comer, said comer being the Point of Beginning; Thence S 05'13'10' W a distance of 75.00 feet to a 1/2' iron rod set for comer, Thence N BV46'S0' W a distance of 75.00 feet to a 1/2' iron rod set for comer, Thence N 0513'10' E a distance of 75.00 feet to a 1/2' iron rod set for comer, Thence S W46'50' E o distance of 75.00 feet to the Point of Beginning, containing 5,625.0 square feet or 0.129 acres, more or lass_ — — — — Exrsfin�p^U — — NW LEASE COR. _ i�/2" I.R. Set S 84'46'50' Efev- 255.31 I l I Q 1 �. p�af j "7 M7 r1� LO P, f CIL PROP. TOWER f a Elev= 254.97' ii o to West 17roper(y Line r. ml � �------------ —--------- I � 10.0' al 0 1 I I ZONE 1-2 r I 3 1 I o 35 m I Z I I 36 37 cl I o I I II I SE CF115 COR. W 7 N 84'46'50' T/2' I.R. Set I SW LEASE COR 5.00'! Elev= 2 4.26 I 1/2" I.R. Set J SW 254.64' 1 �I Existin i�� E T fJQ� NOTES CONCERNING SURVEY: I I 1: This survey is based on "LIMITED TITLE CERTIFICATE" PROVIDED BY, Doy10 LandServicos, Inc. MID Commerce Road West, Suiln 104 New Orleone LA 70123 PHONE Ha. {504) 818-1129 DATEO: September 23.2002 Assessment No. 34L-253-00-001-00 EXAMINER: W. Drew Bolda The underlying documents were not provided to the surveyor. 2: The latitude and longkude shown h¢rean are hosed on the R083 Datum and meet or exceed the minimum requirements Fora FCC/`iAA 2C survey which Is defined as plus or minus 5D feet horLurtal and plus or minus 20 feet vertical. 1'h[a nforrrlvtion woe entabliished and determined by CPS on 339/29/02. 3: This sv does not provide any determination concerning wetlands, fault lines, toxic waste or any other environment issues. Suah matters should be directed to an expert consultant. 4: There mayr be additional buried or underground u0rrties In the area which the surveyor is unaware of and no liabOity fosuch is assumed herein. s: Z.nkq Ckneffestl- le F2 (Z -1D88) p. t. Cy d LRW Reek )urbdlcllsn e: THIS IS NOT A BOUNDARY SURVEY aF THE PARENT 7RACr. LEGAL DESCRIPTION EASEMENT PROPOSED ACCESS & UTILITY EASEMENT DESCRIPTION A 3D-0 foot wide easement for ingress and egreae and utility purposes tying In and being a part of the Mary Ann Acldi[W to the City of Little Rack. Pulaski County, Arkansas according to the recorded plat threat and situated in the 5N/4 of the NW/4 of Sectlan 14, Township 1 North. Range 12 West. Pulaekl County, Arkansas said easement being 15.0 feet on each side of the following described centerline: Commencing at a 1/2' iron rad vet for the Northeast comer of the above described 0.129 acre lease site; Thence N Bf46'50' W, an the North fine of said D. 129 etre lease alta, a distance of 15.00 feet to the Point o1 Beginning; Thence N 0513'10' E o distance of 41.38 feet; Thence S 91'07'34" E a distance of 55.17 foot to a point of termination at the East property line; Side lines of aald 30.0 foot eosamant to be extended or shortened such as to begin on the North Tine of the above described 0.129 ocro lease site and terminate at tate East property line. PROPOSED TELCO EASEMENT DESCRIPTION A 10.0 foot wide eassmant for telco purposes ;)ring Tri and being o part of the Mary Ann Addition to the City of Little Rock, Pulaski County, Arkansas according to the recorded Plot thereof and situated In the SW/4 of the NW/4 of Section 14, Township 1 North, Range 12 West. Pulaski County, Arkonsos; sold easement being 5.0 feet on each aide of the following described centerrne: Commencing at a 1/2" iron rod set far the Southwest comer of the above described 0.129 acre lease site; Thom* N DS'13'10' E, on the Wert line of said 0.129 acre lease site, a distance of 5.00 feet to the Point of Beginning; Thence S 72'0527' W a distance of 93.31 feet to a point of termination at the West properly Gne; Side lines M ankl 10.0 fact easement to be extended or shortened much oa sold begin on the West Tine of the above described 0.129 acro loris site and terminate at the West property fine. � I SiTE NUMBER: D�Iz.= SITE ADDRESS: 3100 INTERSTATE 30 OWNERS NAME R dr W PROPERTIES, LLC fort 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 2B54,.57 DQ WATER VALVE 114490_ W 6 FIRE HYDRANT III 1 I I fI I x ! a LIGHT POLE c IQ i m IRS IRON ROD SET 4 ate TBM BENCH MARK Q I I I qo 1 50.00' I1_ --------- f 1 I 38 � I PROPOSED LEASE AREA l 5625.0 Sq. Ft. I I I til I 0.129 Acres I o I I 2 I I — — LMLITY EASLYENT PROPOSED LEASE S/TE ELEVATIONS I I NORTHWEST COR. EL= 255.31' I NORTHEAST COR. EL= 254.61' I SOUTHEAST COR. EL— 254.26' Prader! SOUTTIWEST COR. EL— 254.64' cur. Pole II W,/7rurS. I II I ENLARGED SITE PLAN SCALE: 1" = 10' PROJECT INFORMATION SITE NAME: OZARK EQUIPMENT SiTE NUMBER: AR01005 B SITE ADDRESS: 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 OWNERS NAME R dr W PROPERTIES, LLC fort 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 TOWER CENTROO LATITUDE: 3443'10.729" LONGiTUDE:92'16'12A33" GROUND ELEVATION: 254.91' PARAPET ELEVATION: N/A BASIS OF ELEVATIONS: GPS OBSERVATIONS PERFORMED W/ SURVEY. SUB -METER ACCURACY TO NEAREST FOOT BASIS OF BEARINGS: GRID BEARINGS BASED DN GPS OBSERVATIONS NAD83 - ARKANSAS SOUTH ZONE NOTI LATnuDE AND LANGIILAE SHOWN HEREON ARE R46SO ON NADB3 AND ELEVATIONS NAVD IN& iLADNETIC DECLiN11pN C. IN fHnNNMATION TANtEN PR(nn1DE]] DY THE NATIONAL rEaPHrsNeAL LNTA NrfN H017111ER, COIaRADa LATITUDE AND LOH=IOE FROM GPS OSSERVATIOMS PERFORMED COMGDET wrrH WRVVy 1483 "NTH AAM3 X4 DATUM. CONVERGENCE ANGLE: -DO' 09' 04262' B1' GRAPHIC PLM NO ONLY. 7He5 PROPERTY 6 VaRIN 20NE 'AE-, AREAS ITISDE OF A 100 YR. FLOOD PLATIN AS SHOWS Of EIRU MAP COUMLNM( -- PANEL HUNTS R 060191 0107 F. DATED Or,IDBER 19, 20a1- NO SURVEYING WAS DOHS TO DFT M"E THOS FUM ZONE TOM: 1' PIPE FOUND HE CORNER LOT 1 ELEV. 255.76' AMSL (NAVDee) GRAPHIC SCALE Io o e 10 so w ( IN eEE ) I. Snub - 30 fL LEGEND VICINITY MAP O POWER POLE F• GUY ANCHOR fort 25th SL D TELEPHONE RISER DQ WATER VALVE _ FIRE HYDRANT TOWER CDMOID ° Z7th Stx( LIGHT POLE c k IRS IRON ROD SET 4 ate TBM BENCH MARK Q Lr=f 28fh SL 7777771,, SUIL.DING LINES u — —ACCESS EASEMENT — — LMLITY EASLYENT font 91h 5L East — • — AZIMUTH UNE � POWER INE Prader! LEASE AM --- SETBACK LINE SLRiVEYDR'S CEA71FIGATE) I, HARVEY Q. PETERSON. A LK:EHSED LAND SAVEYOR. DO HEREBY CERTIFY THAT THt5 MAP RfPRFSENr6 THE RESULTS OF A PARTIAL SURVEY MADE UNDER MY MECT SUPERMSKIN AHO IS TRUE ANS CORRECT TO THE BEST OF MY KNCWIfDCE ANO BELIEF. THIS MAP DOM NOT REPRESENT A BOUNDARY SURVEY OF THE uNOERLYTNG PARCEL THE LEGAL DESCRIPTION SHOWN HEREON WAS OBTAINED FROM THE DEEDS RECORDED WITH THE PERTINENT COUNW/CITY ENFRY. THIS MAP DOES DOES NOT REPRESENT A MLE SEARCH. ADDInONAL MEMENIS AND/OR RIGHT-OF-WAYS MAY EXIST. THIS ORAwIND $5 THE SOLE PROPERTY OF THE VWM Tr IS PRODUCED SOLELY FOR THE USE 8'f THE OWNER AND ITS AMU46 S- REPRODUC'WN OR USE OF THIS DRAWoNG AHD/CR THE INFORMATION CONTAINED HEREIN IS FORBFODEN WRHDUT THE WRTREN MU=04 OF THE OWNER. 01STERFO soot air FOL rA � a HARVEY D. PETERSON R.P.LS X3759 :arc S`�ONA L L AHS 5J DRAWING No. 3012.0009 1c.;1 �A�M3 F - Z Ld DO M p u7 CL C4 o o n fes,M 1^ Sly N Q < � z W a 1--� m 0 Y v] Z ``' 0 W Z Z M Li ~ LI V1 F, N e� Vel ■ ■ ■ ISTEREO Scam of rA0 �„ orsnr. rt' a AL LANG yJ DRAWN ff. JIS c9rc D in H.D.P. 10/07/2002 PLOT SOUS 40' ci iMia royE OZARUQUMMEW C 1 NOTES: -- .I. T 9 51ZE, 1,0614T AND DIRECTION OF THE AN'T'ENNA SHALL BE AD.J)STED TO MEET 5Y5TEM R-OUIREMENTE,- 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH T -MOBILE PM. 3. ALL ANTENNA, AZIMUTH ARE TO BE FROM T'RLe NORTH, 4. ALL DI5TLIRBED AREAS WILL BE REPLACED TO ORIGINAL CONDITION. NEW T -MOB 1 1- 10'-0' X 15'-0' CONCRETE PAD - NEW T -MOBILE BTS EQUIPMENT CABINETS NEW 8'-0" HIGH WOOD PRIVACY FENCE. SEE C-1 NEW T -MOBILE 24" WIDE GABLE BRIDGE 1-2" PVC UNDERGROUND LEASE FROM CENTER OF TOWER FOR FUTURE TELCO SERVICE NORTH i 220'-0" 1-2" PVC, UIVDERGROUNP 25'-0" FOR TELCO SERVICE EAST t 220'-0" 50'-O" WEST 4` 150'-1" w v PROSECUTED � w 24' Telco_ TelcoTo EXISTING TFIEPHONE PEDESTAL TO BE UTILIZED DIST. TO LEASE FROM CENTER OF TOWER DIST. TO PROPERTY LINES NORTH PROPERTY SOUTH 25'-0" 265'-1" EAST 9'-11" 50'-O" WEST 40'-1" 150'-1" ZONE I-2 RESIDENTIAL x r ���.DIFI�OJ�1 (VERIr IN '< 7 I s 15 4 3(J NEW '-0' WI 6 avel + i MEW�� GA1�5 x TY tIETER I j 3 I I i -f ONI r - i �� �r ee;g ZONE 1-2 OVERALL SITE PLAN SCALE. 1"=60'-0" 1 I NEW 30'-0' WIDE II ACCESS AND DRI EASEMENT EXISTING 20'-0" Nil ROLLING GATE -7 x C. FIELD) NEW 50' X 50' NEW 150'-0" MONOPOLE SEE DRAKINC-5 BY OTHERS P�N fENNAS NEW GRAVEL THROUGHOUT SIGN NOTES IQ. NO TRE55PA551NG SIGN (�'RF WARNING 51,511 @CAUTION - FIFE SIGN NOr'ZTH @FCC REGISTRATION NUMBER FOR FULL 516N DETAILS AND LOCATIONS SEE 3/0-2 PRIVATE RED I5AACKeRou� ' ELLOW BACKGROUND WI WHITE LETfE121NG PROPERTY A/ BLACK LETTERING WHITE BACKGROUND NO RED LETTERING, TRESPASSING RED BACKGR ND VIOLATORS WILL BE IW WHITE LETTERING, PROSECUTED FREQUENCY T NO-TRESSPASSING SIGN 18" WIDE X 24' HIGH SITE ID# 000000 VERIFIED 911 STREET ADDRESS CITY, STATE AND ZIP CODE FOR LEASE INFORMATION CALL FOR 24 HOUR EMERGENCY SERVICE CALL ID SIGN 24•WI cX8•HIGH NOTE: EQUIPMENT PLATFORM AND ANTB 44AS ARE DESIGNED TO MEET LOCAL BUILDING, CODES, AND ANISIMA/TIA-222f STRUCTURAL STANDARDS FOR STEEL ANTENNA 511PPORTING STRUGT Es. THE DESIGN WIND SPEED 15 90 MPH. GENERAL NOTES I. EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND AN51/EIA/TIA-222-F 5TRLICnRAL STANDARDS FOR STEEL. ANTENNA SUPPORTING STWJCTURES. THE DESIGN WIND SPEED 15 q0 MPH. 2. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 3. EXISTING VEGETATION WILL BE REMOVED INSIDE LEASED AREA AND ACCESS DRIVE. 4. ALL STRUCTURAL STEEL SHALL 5E VESIGNED, FABRIGATE3, ANO ERECTED IN ACCORDANCE WITH AIS. SPECIFICATION (LATEST EDITION) - 5. ALL CAST IN PLACE CONCRETE SHALL SE MIXED AND PLACED IN ACCORDANCE WITH AGI 318 AND AGI 301. 6. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED AGGE55 NOT REQUIRED). 1. THERE WILL BE NO OUTDOOR L16HTIN6,WITH THE EXCEPTION OF EMERGENGY CONDITIONS. 8. FACILITY HAS NO PLUMBING. 9. FACILITY WILL 5E INDEPENDENTLY POWERED WITH SEPARATE METER lo. ANTENNA PLATFORM AND ANTENNA INSTALLATION 5RALL BE CONMG71ED 8Y FIELD CREW5 EXPERIENCED IN THE A56EMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES. AND VJFPORT 5TRUCTIRE_S- 11. CONTRACT COMPANIE5 AND THEIR EHPLOYEES SHALL OBSERVE AND PRACTICE ALL 0.5.HA. SAFETY OVIDELINES HHILE PERFORMING SEIRMCE FOR T -MOBILE. 12. WHERE A TOWER DOES, NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RE9PON515LE FOR PROVIDINS A SUITABLE SY5TE1,1 FOR IT5 EMPLOYEES -S-. 13. CONTRACTOR SHALL PERFORM A 5AFETY IN5Pi=GTION PRIOR TO .OMMENCIW7 ALL WORK ACTIVITIES AT A T -MOBIL LEASED OR OWNED SITE. OWNER SHOULD BE IWIEDIATELY NOTEFIED OF SAFETY HAZARD(5) FouND DtJR.iNG THE IN5P2=.TION THAT COULD CAUSE BODILY HARM OR ENDANC NT TO LIFE OR THAT COULD CAU5>r DAMAGE TO PROPERTY. ALL WORK V4AL.L BE HALTED UNTIL SJCH TIME TH5 REPORTED SAFETY HAZARD CORRECTED. THE 5AFI= Y HAZARD, IF FOS5IBLE, SHOULD BE COnREGTED 5Y THr= CONTRACTOR WHILE ON 51TE, AFTER THE CONT2ACTOR HAS NOTIFIED 0"Ih>F!2 OF THE HAZARD AND HAS RE-cEIVED APPROVAL MOM OWNER TO Pa RpORM THe CORRECTION. INITIALS PROPERTY OY. v "m W -T COMMUNICATION DESIGN GROUP, LLC 38 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 60188 ph. (847) 585.3640 tax. 18471 80&0485 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 I 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 9i NJ E t3 S P D-- LE�SiO MCME 12/31/02 SITE PLAN i DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET Cve2 CAUTION ' ELLOW BACKGROUND FCC107:rR�P%SFJYrv. A/ BLACK LETTERING 1234567 Lr.GP.AY W/ RADIO WHITE BACKGROUND IN/ BLACK LETTING FREQUENCY ENVIRONMENT AREA BLACK LETTERING AND YELLOW 5YM50L ® FCC REGISTRATIONSIGN 24' WIDE X 4• HIGH ®CAUTION -FIFE SIGN_ SIGN DETAILS 12'wIDE X 76' HIGH SCALE. NOT TO SCALE NOTE: EQUIPMENT PLATFORM AND ANTB 44AS ARE DESIGNED TO MEET LOCAL BUILDING, CODES, AND ANISIMA/TIA-222f STRUCTURAL STANDARDS FOR STEEL ANTENNA 511PPORTING STRUGT Es. THE DESIGN WIND SPEED 15 90 MPH. GENERAL NOTES I. EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND AN51/EIA/TIA-222-F 5TRLICnRAL STANDARDS FOR STEEL. ANTENNA SUPPORTING STWJCTURES. THE DESIGN WIND SPEED 15 q0 MPH. 2. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 3. EXISTING VEGETATION WILL BE REMOVED INSIDE LEASED AREA AND ACCESS DRIVE. 4. ALL STRUCTURAL STEEL SHALL 5E VESIGNED, FABRIGATE3, ANO ERECTED IN ACCORDANCE WITH AIS. SPECIFICATION (LATEST EDITION) - 5. ALL CAST IN PLACE CONCRETE SHALL SE MIXED AND PLACED IN ACCORDANCE WITH AGI 318 AND AGI 301. 6. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED AGGE55 NOT REQUIRED). 1. THERE WILL BE NO OUTDOOR L16HTIN6,WITH THE EXCEPTION OF EMERGENGY CONDITIONS. 8. FACILITY HAS NO PLUMBING. 9. FACILITY WILL 5E INDEPENDENTLY POWERED WITH SEPARATE METER lo. ANTENNA PLATFORM AND ANTENNA INSTALLATION 5RALL BE CONMG71ED 8Y FIELD CREW5 EXPERIENCED IN THE A56EMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES. AND VJFPORT 5TRUCTIRE_S- 11. CONTRACT COMPANIE5 AND THEIR EHPLOYEES SHALL OBSERVE AND PRACTICE ALL 0.5.HA. SAFETY OVIDELINES HHILE PERFORMING SEIRMCE FOR T -MOBILE. 12. WHERE A TOWER DOES, NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RE9PON515LE FOR PROVIDINS A SUITABLE SY5TE1,1 FOR IT5 EMPLOYEES -S-. 13. CONTRACTOR SHALL PERFORM A 5AFETY IN5Pi=GTION PRIOR TO .OMMENCIW7 ALL WORK ACTIVITIES AT A T -MOBIL LEASED OR OWNED SITE. OWNER SHOULD BE IWIEDIATELY NOTEFIED OF SAFETY HAZARD(5) FouND DtJR.iNG THE IN5P2=.TION THAT COULD CAUSE BODILY HARM OR ENDANC NT TO LIFE OR THAT COULD CAU5>r DAMAGE TO PROPERTY. ALL WORK V4AL.L BE HALTED UNTIL SJCH TIME TH5 REPORTED SAFETY HAZARD CORRECTED. THE 5AFI= Y HAZARD, IF FOS5IBLE, SHOULD BE COnREGTED 5Y THr= CONTRACTOR WHILE ON 51TE, AFTER THE CONT2ACTOR HAS NOTIFIED 0"Ih>F!2 OF THE HAZARD AND HAS RE-cEIVED APPROVAL MOM OWNER TO Pa RpORM THe CORRECTION. INITIALS PROPERTY OY. v "m W -T COMMUNICATION DESIGN GROUP, LLC 38 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 60188 ph. (847) 585.3640 tax. 18471 80&0485 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 I 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 9i NJ E t3 S P D-- LE�SiO MCME 12/31/02 SITE PLAN i DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET Cve2 i NEW T -MOBILE PPG CABINET AND TELCO DEMARG MOUNTED TO NEW METER RACK --- NEW 50' X 50' LBASE AREA - f HEW 800 AMP COMMUNITY I ` METER CENTER 44 NEK 12'-O" NUDE 501-0. ACCESS 6ATE 0. O° E -- E NEK T -MOBILE � T tlMILE y. hh $1'5 EQUIPMENT ELECTRIC CONDUIT CA51NETS MOUNTED- t k 'ON -NEVI 10'-X IS' MEN T -MOBILE ll CONCRETE PAD . UNDERGROUND 101-2" TELCO CONDUITS 1 HEN I —O S3 sa�N= TOAx 1r A Y ANTENNA ARRAY �;• .. AlTH 'RAD GES 0000,m _ kh/: T -M-05 LE 6PS AM'E NNA• MOU?VffID TO GABIX C06E P05 k� 120• 240"AZ X�,-0� FY IN Imo) / Q VERIFY IN FIELD). NEW T -M 24' WIDE / OVER+11EAD NEVI T -MOBILE / GABLE HRI I UMPERZROUN� TELCO CONDUITS:t 220' ` / I I /l , / t / / NEW 8-0. H1HOOD C 1 m AROUND ENTIRE F7E / � LEA5E AREA. 5EE C -i / JNCA--RGED SITE PLAN t ` TT 00RUN5TIN6xoRTrl SCALE, 5/32"=1'-0' UTILITY POLE M10' iS m W—T COMMUNICATION DESIGN GROUP, LLC 90 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS SONS ph. (847) 896.0840 to x. 1847) 896-9986 m • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 310D :INTERSTATE 30 LITTLE ROCK, .AR 72206 PULASKI COUNTY S, NTE O ARKa SAS R D NAL N ER 10 i ■ r 12/31/02 ENLARGED SITE PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 IV SHEET N 3 c r 0. 0 U NOTE: THESE DRAWINGS HAVE BEEN PREPARED TO DEPICT PROPOSED OVERALL TOWER HEIGHT DIMEN51ON AND SHALL NOT BE USED FOR CONSTRUCTION. NOTE: NO MODIFICATIONS OR TOWER ADDITIONS SHALL BE MADE WITHOUT APPROVED STRUCTURAL ANALYSIS PREPARED BY OTHER. I m Ln F w Df w O J J I A9 O � W W V Lu x a z Ill z O z z a f J m w O z 1: I H z Lu z O I Ln m a z W H z a InE J w J 1 H w z 0 O H STEP I: ASSEMBLE ANTENNA TO L -BRACKET IF NOT ASSEMBLED. STEP 2: ASSEMBLE TO SADDLE BRACKET USING LOCKWA5HER AND BOLT STEP 3: ATTACH TO POLE WITH O PROPER BAND CLAMP PCINOF-OIgOB-002 ANTENNA ELEVATION SCALE: I"=20' -O" NEW GALVANIZED PIPE CAP SADDLE BRACKET ! 45260 MONOPOLE R NGICAL MOUNT I I I I I I NEW MECHANICAL CONNECTION TO U-50LT NEW C -TAB CONNECTION — PART 0 L -BRACKET L -BRA —NEW LIGHTNING ROD 26.q"Imm (1.06) TO 5080mm (2.00") f—NEW T -MOBILE 9963-156 PANEL ANTENNAS. HEX BOLT EMS #RRb5-Iq-OODP T gq-14-63 LOCKWASHER 1180q-( ) BAND CLAMP NEW 12"x 2 3/8" O O.D. GALVANIZED 1 MOUNTING PIPE WITH CAP (2) N 1/4' U -BOLTS (2) — NEW 62 GROUND WIRE CAD LD TO �NEIq LMU ANTENNA MOUNTING PIPE 15'-0" BELOW WITH 1/2" FOAM T -MOBILE ARRAY ( TOP OF LMU ANTENNA 135'-0') ELEVATION SCALE: I"=20' -O" NEW GALVANIZED PIPE CAP SADDLE BRACKET ! 45260 MONOPOLE R NGICAL MOUNT I I I I I I NEW MECHANICAL CONNECTION TO U-50LT NEW C -TAB CONNECTION — PART 0 1 BAND CLAMP POLE DIAMETER RANGE 11804 -IT 26.q"Imm (1.06) TO 5080mm (2.00") 1150q-15 5237mm (2.06) TO 16.20rrvn (3.00') I 11804-Ig -M.7Trn'n (3.06") TO 101.60mrn (4.00-) SEE ANDREWS DETAIL a 6390'10 LMU ANTENNA 4 SCALE: NONE NOTE: EQUIPMENT PLATFORM AND ANTENNAS ARE DE5I5NED TO MEET LOCAL BUILDING CODES, AND ANSI/EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DESIGN WIND SPEED 15 g0 MPH. NEW COAX CABLE RUN UP INTERIOR OF TOWER 150' MONOPOLE NEh PORT HOLE TO BE UTILIZED NEW GPS ANTENNAW/ 1/2" FOAM MOUNTED TO CABLE BRIDGE POST. SEE 4/C-5 NEW T -MOBILE OVERHEAD CABLE BRIDGE SEE C-5 NEW T -MOBILE EQUIPMENT CABINETS ON CONCRETE PAD SEE 5-1 NEW & HIGH WOOD PRIVACY FENCE ORADE NOTE: MONOPOLE AND PLATFORM ARE DE5I6NED BY OTHERS. SEE SITE PLAN FOR ANTENNA AZIMUTHS. NOTE: ALL AZIMUTHS TO BE MAGNETIC NORTH. NOTE: TOTAL OF q ANTENNAS 18 COAX RUN5-2 PER SECTOR ANTENNA (SEE SCHEDULE ON 1/C -b ANTENNA MOUNTING BRACKET NEW LMU ANTENNA 15'-0" BELOW T -MOBILE ARRAY ( TOP OF LMU ANT5NNA 135'-0' ) ANTENNA PLAN SCALE: NONE 150'-O" MONOPOLE VANIZED LOW FILE PLATFORM ANTENNA MOUNTING TFORM WITH HANDRAIL5 T -MOBILE PANEL ENNA EMS #PR65-Ig-OODP '. OF 3 PER SECTOR) ALL ANTENNAS TO BE LAID OUT ACCORDING TO MAGNETIC NORTH VERIFY DOWNTILT WITH RF ENGINEER. ! I UNLESS OTHERWISE DIRECTED SET INITIALLY TO O' T BRACKET NEW LNA (I PER ANTENNA) 2 V2'0 PIPE GALV. 54' LG. SEE NOTE I ON TING GABLE ENTRY AS PER VENDOR DRAWINGS 150'-0" MONOPOLE NOTE: I. SECURE CABLES TO GRATING WITH 1/2" BUTTERFLY CLAMPS 2. PROVIDE KELLOM5 GRIP AROUND CABLES AND FASTEN TO EXISTING J -HOOKS IN51DE MONOPOLE SECTION SCALE: NONE *I am W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCILLY DRIVE SCHAUMBURG. ILLINOIS 60193 ph. 18471 895-3640 fox. IB471 896-9985 T • •MobIlew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10 -mm FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY g,t ATE OA, AR AS I RED F SIONAL IN 12/31/02 ELEVATION 8L DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W T # T02388 Fo SHEET J c-4 a O 01 RA F R I KICTA I I A7 rr -- F A ! c: I. MATERIALS USED WILL BE ONLY HOT DIPPED GALVANIZED. 2. ALL FIELD GUT SURFACES HAVE TO BE PAINTED WITH GOLD GALVANIZED PAINT. 3. ALL CONNECTION HARDWARE SUCH AS LAGS, SHIELDS AND LEAD TAP ANCHORS ARE TO BE SUPPLIED BY THE CONTRACTOR. 4. EXCESS THREADED ROD ON THE TOP OF THE GRIP STRUT 15 TO 473E GUT OFF AT A I' MAXIMUM LENGTq ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES ARE TO BE INSTALLED TO SHED WATER. 6.1/2' THREADED ROD ATTACH TO THE CONCRETE PAD BY SCREWING INTO A LEAD TAP ANCHOR PROVIDED BY THE CONTRACTOR. 1. 5TASILIZER ANGLES ATTACHES TO CONCRETE PAD BY 2" X 2' ANGLE CLIPS ANCHORED WITH 3/8" LAG BOLTS AND SHIELDS. 8. BUS BAR GROUND LEADS ARE TO BE IN 3/4" SCHEDULE 80 PVC_ ELEVATED BUS, BAR LEADS SHOULD BE IN 3/4" PVC HORIZONTAL TO A 45' TRANSITION UNTIL IT REACHES THE CONCRETE. 45' TRANSITION AGAIN TO HORIZONTAL. RUN THE GROUND LEADS OFF THE END OF THE PAD IN THE SAME DIRECTION ATTACHING EVERY 4' TO ANCHORED UNI -STRUT TO A 90' SWEEP CONTINUING VERTICAL TO GROUND CONNECTION. 9. AT THE TIME OF THE 3RD BTS FUTURE INSTALLATION, THE CONTRACTOR TASKED WITH THE ADDITIONAL GABLE RUN5 WILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATCHING THE MATERIALS OF THE EXISTING BRIDGE. 10. IF THE GABLE BRIDGE 15 TO BE MOUNTED TO A PLATFORM THEN THE APPROPIATE SQUARE WASHERS, UNI -STRUT AND HARDWARE SHOULD BE USED TO MOUNT THE TRAPEEZE AND STABILIZERS (PROVIDED BY T -MOBILE) II. THE 1/2' SUPER -FLEX JUMPERS GOING TO THE BTS WILL BE SUPPORTED WITH 3-1/2" HILE CU5HIN ASSEMBLY SUPPLIED BY CONTRACTOR ACCORDING TO MANUFACTURERS' DIRECTIONS. PIPE GAP WELDED PIPE TO PIPE CLAMP 'MT5' 906.510 OR EQUAL GABLE BRIDGE P05T SEE- CITE PLAN — GABLE TO PIPE ORROIEJNGD KIT BURNOY FYP LTHE GP5 ANTENNA MOUNT 15 DESIGNED TO FASTEN TO A tj STANDARD 1-1/4'0 E -/-H,40 5P5 ANTENNA 1-1/4 " 5CHED 40 X 18" LNG MIN. 55 OR GALV.PIPE GABLE TO PIPE GNP KIT,BURNDY TYPE GAR #2 AWG BGW WEATHERPROOFING KIT, ANDREW #221213,OR EOUAL.VERIFY WITH PROJECT MANAGER 1/2 "0 COAX GABLE (OR EQUAL) MIN. BENDING RADIUS PER MFG'S SPECIFICATIONS #6 OROUNDING KIT GABLE (PROVIDED W/ KIT) GROUND TOR 472 AW5 SOLID JUMPER {GADWELF]) NEW WAE DREW HAVE GUIDE NEW 24" MICROFLECT HAVE GUIDE CHANNEL ( 5501, 5502 A5 REQJ D� Q SIDE VIEW MS' Oz TRAPEZE KIT PART #MT -357-12 9 COAX GABLE W/ SNAP m T IN GABLE HANGERS 3" DIA. GALV. STEEL PIPE # 2 AWS, GADWELD TO GROUND RING (TYPJ r CABLE BRIDGE PIPE SUPPORT FOUNDATION a NOTE: ALL BOLTS TO BE SUPPLIED W/ NUTS AND WASHERS NOTE: WAVEGUIDE PROVIDED AND INSTALLED BY G.G. INSTALL PER MANUFACTURERS REQUIREMENTS NEW MONOPOLE GALVANIZED OR 5TAINLE55 TO GROUND NON METALLIC STEEL PIPE. THE PIPE MUST BE LIQUID TYPE THREADED AT THE ANTENNA MOUNT GROUNDING ENP. THE PIPE SHALL BE CUT TO ... NEW GROUND BAR THE REQUIRED LENGTH (MIN. OF lb') 1 10-0&-02 I FOR CLIENT REVIEW U51NG A HAND OR ROTARY PIPE GUTTER 3.IN5TALL OPS ANTENNA AS SPECIFIED ON AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY TO A55URE A SMOOTH PERPENDICULAR SITE PLAN. IF INSTALLING ON ICE/ CABLE BRIDGE DETAILS CUT. THE GUT PIPE END 5HALL BE GABLE BRIDGE ENSURE THAT GP5 15 A •• PEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPPENE GASKET MINIMUM OF 10' ABOVE GRADE, ON THE NON METALLIC, ATTACHED TO THE ANTENNAS MOUNT FURTHEST POST FROM THE TOWER TO FLEX W/ SILICONE ATAIN MAXIMUM COVERAGE. BRIDGE ELEVATION DETAIL 2.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USING U -BOLTS. THE SUPPORT PIPE FOR THE OPS SHALL BE MOUNTED USING OVERSIZED U-BOLT5 TO ALLOW ADJUSTMENT. IT 15 CRITICAL THAT THE GP5 ANTENNA 15 MOUNTED WITHIN 2" OF VERTICAL AND THE BASE OF THE ANTENNA 15 WITHIN 2" LEVEL. 4.CONTRAGTOR SHALL ENSURE THE GP5 ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEMISPHERE / HORIZON GPS ANTENNA 4 'GALE, N'JN- - CABLE BRIDGE 5 -ALE: NONE 3" O.D. SUPPORT P05T + BRACKET GUT POST LENGTH TO SUIT- HANGER BRACKET TYPE DOUBLE LEVEL CHANNEL/IS" BRIpGE MAXIMUM CABLE. SPAN = 4'-0" TYP KITS INSTALL 12" DRIP LOOP ON ANTENNA GABLES. BENDING RADIUS PER MANUFACTURER 5 sT ANDARC>5 WAVEGUIDE BRIDGE CHANNEL (TYPICAL) KAVEGUIDE BRIDGE SUPPORT BRACKET 24' WIDE TRAPEZE KIT 3'-0' TO 10'-O" (WHERE NEEDED) 3' OD. POST (TYPICAL) CABLE BRIDGE DETAIL SCALE. NONE GPS ANTENNA 24" GABLE BRIDGE. KITS BAR ��EQIUPIEUPIIIEQUIPMENTIIIICABINET MENT EQUIPMENT EOPME CABINET I CABINET m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 1547) 595-3540 fax. 18471 895-9985 T E mMobile ii� 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 NON METALLIC LIQUID TYPE GROUNDING ... FIN. GRADE FOR CONSTRUCTION 1 10-0&-02 I FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY Co ATE 0,41 AR A S RE P AL Tu 1` 12/31/02 CABLE BRIDGE DETAILS DATE: 09-28-02 ^~+ t '"-''+:s •• GONG. PAD (TYP) " MONOPOLE BASE ( PER MANUFACTURER'S SPECS ) CABLE BRIDGE ELEVATION DETAIL 1 SCALE: NONE W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 1547) 595-3540 fax. 18471 895-9985 T E mMobile ii� 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 SHEET C-5 2 10-14-02 FOR CONSTRUCTION 1 10-0&-02 I FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY Co ATE 0,41 AR A S RE P AL Tu 1` 12/31/02 CABLE BRIDGE DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C-5 ( FOUR RED) ( TWO RED) L- DIVER5ITYJ A-1 ( FOUR BLUE) (TWO BLUE) I-- MAIM ( ONE RED) ( THREE RID) I— MA 1 NJ A-2 Al -.RHA B- : FOUR YELLOW)( TWD YELLOW) 0' L_ D1 VER51 TY—J 240° 120" �F' SECTOR G G 7LG�I 6AMMA 9 :A r ANTENNA COAXIAL GABLE i IGAL TiAN DOWN -TILT AZIMUTH LNA G -i B-2 ( FOUR BLUE) (TWO 3L'J.J ( ONE YELLOW)( THREE YELLOW) L— EllVER51TYJ L—MAIN 1 COLOR CODING CHART SCALE: N.T.5. I. THE 6ENERAL CONTRACTOR AND OR HIS SUBCON5ULTANT SHALL BE RESPONSIBLE FOR OBTAININ6 ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/EN6INEER, THE STATE, COUNTY OR LOCAL 6OVERNMENT AUTHORITY. 2. REFER TO THE SITE PLAN AND BOUNDARY SURVEY FOR SITE TOP06RAPHY. 3. DE516N REQUIREMENTS FOR THE ANTENNA SUPPORTIN6 STRUCTURE ARE PER LOCAL BUILDIN6 CODES, AND THE EIA/ TIA-222-E STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTIN6 STRUCTURES. THE BASK WIND SPEED UTILIZED FOR DE516N IS 80 MPH PLUS 1/2' ICE. 4. CONCRETE FOR FENCE POST AND 10EBRID6E SUPPORT SHALL BE 3000 PSI AIR ENTRAINED (4%-b%) NORMAL WEIGHT CONCRETE. 5. FENCED SITE AREA SHALL BE CLEARED AND 6RUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, OR6ANIG MATERIAL AND OR RUBBLE TO FIRM 5UB6RADE AS APPROVED BY GEOTECHNICAL REPORT. ADD SUITABLE FILL TO -b" BELOW FINISHED 6RADE. PLACE A MIRAFI 50OX SHEET ON SUB6RADE AND FILL WITH 4 INCHES OF AASHTO 5I STONE TO FIN15H 6RADE. TOP DRESS W1TH 2" OF 3/4' WASHED STONE. 6. STRUCTURAL STEEL SHALL CONFORM TO LATEST EDITION OF THE AI5C SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65- ALLOWABLE STRESS PESI6N AND PLASTIC DE516N INCLUDING THE COMMENTARY AND THE CODE OF STANDARD PRACTICE. I. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO A5TM A53 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP 6ALVANIZED AFTER FABRICATION. 8. WELDIN6 SHALL BE IN ACCORDANCE WITH THE AMERICAN NELDIN6 SOCIETY (AWS) D.1.1-92 STRUCTURAL WELDING CODE- STEEL WELD ELECTRONICS SHALL BE EIOXX. 9. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO A57M A325. FASTENERS SHALL BE 5/8' MINIMUM DIAMETER BEARIN6 TYPE CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE 6ALVANIZED UNLESS OTHERNI5E NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILT1 KNIK BOLTS UNLESS OTHERWISE NOTED. 10. ALL COAXIAL GABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER. THE CONTRACTOR SHALL FURNI5H ALL CONNECTION HARDWARE REQUIRED TO SECURE THE GABLES. I1. STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS, FABRIC, GATE SYSTEM AND ALL NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENIN65. ALL FENCE SYSTEM COMPONENTS SHALL BE 6ALVANIZED IN ACCORDANCE WITH ASTM A153. 6ATE5 SHALL BE SWING 6A7E5 WITH 4'-0' LEAFS. REFER TO TYPICAL FENCE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED I5% OF 28 DAY DE516N STREN6TH. 12. NORTH ARROW SHOWN ON PLANS REFERS TO PLAN NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION MANA6ER OF ANY DISCREPANCIES BEFORE STARTIN6 CONSTRUCTION. REFER TO E -I SHEET FOR SITE ELECTRICAL DIAGRAM, DETAILS AND LAYOUT EQUIPMENT CABINET DE516N 15 UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE DES16N PRAKIN65 MONOPOLE / TOWER FOUNDATION DE516N 15 UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE DE5I6N DRAWIN65, REFER TO OWNER PROVIDED PRAKIN65 FOR SPECIFIC DETAILS RE6ARDIN6 FOUNDATION SYSTEM. 13. 6ENERAL CONTRACTOR 15 TO COORDINATE AND A5515T POWER CO. WITH INSTALLATION OF ANTENNA AND COAXIAL GABLES. PROJECT NOTES SCALE: N.T.S. BACK OF ANTENNA PORT 1 PORT 2 PORT I s< PORT 2 SLANT L SLArIT RT SLANT LT SLANT RT M 1/2' 1/2' M%' 1 "IBI 3� M 14 1 F F— NA L b F F / �b TYPICAL DETAIL OF A DUAL POLE p�M M�� EMS ANTENNA LAYOUT FOR SEC70RB A ( RED) , B ( YELLOW) AND 6 ( BLUE) 1 USIN6 12 LINES. 3 \. 1/2" 1/2- ;./B EXAMPLE SHOWN 15 FOR SECTOR ONE ) F F ANTENNA SCHEDULE SCALE 1 N.T.5. L SECTOR A ANTENNA 5CNEDLILE SECTOR G FCOAZ.°MECHANICAL DOWNTILT = O' ANTENNA MARK SECTOR ANTENNA COAXIAL GABLE i IGAL TiAN DOWN -TILT AZIMUTH LNA A-1 A COAX BACK -MIDDLE 0' 0' YES GABLE/ TYPESIZE Rx0/ RR -b5-19-00 ( 12' x B' x 2.15' ) RXI/ Rx0/1/ TX2 0' O" YES A-2 A TXO BALK -MIDDLE TX TXO A-3 A RR -65-19-00 ( 72" x B' x 2.75' J BACK -MIDDLE O" O" YES LPF-I-50A 0' 0' YES A-4 A 185 BALK -MIDDLE LDFI-50A 185 B -I B RR -65-19-00 ( 72' x B' x 2.75' J BACK -MIDDLE O' 120• YES 1 5/8' BACK -MIDDLE O' 120° YES B-2 B 185 N/A 185 TO RADIO CABINET BACK -MIDDLE 0• 120' YES B-3 B RR -65-19-00 ( 12' x B' x 2.75' ) JUMPER GABLES FROM LDF4-50AN/A BACK -MIDDLE 0. 120' YES B-4 B ID LDF4-SOA 10 10 C-1 G RR -65-19-00 ( 12' x B' x 2.75' ) BALK -MIDDLE 0' 240' YE5 G BACK -MIDDLE O' 240' YES G-2 N/A 10 JUMPER GABLES FROM MAIN TRANSMISSION LINE LDF4-50A 3 3 LDF4-50A '' BALK -MIDDLE O' 240' YES C-3 G RR -65-19-00 '( 12' x B' x 2.15' ) 1/2" 3 N/A 3 I/2" BACK -MIDDLE O- 240' YES G-4 L zi 3 ANTENNA SCHEDULE SCALE 1 N.T.5. L NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA, NOTE: LEN6TH5 POSTED ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION TYPES AND SIZES OF THE ANTENNA GABLES ARE BASED ON THE ESTIMATED LENGTH OF THE GABLES. CONTRACTOR TO VERIFY ALL ACTUAL LEN6TH5 IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE VOICE5TREAM FIELD EN6INEER FOR VERIFICATION OF SIZES OF GABLES CONTRACTOR TO PROVIDE AS-BUILT5 FOR THE LENGTH OF GABLES UPON COMPLETION OF INSTALLATION. COAX CABLE CHART SCALE: N.T.S. 03 C L' W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 8115-3840 In x. 18471 805-0085 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY 5'( p T E 0.c G TE I E 6 Q- 12/31/02 ANTENNA SCHEDULE DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C=6 SECTOR A SECTOR B SECTOR G FCOAZ.°MECHANICAL DOWNTILT = O' AZ 120, MECHANICAL DOWNTILT = 0' 240" MECHANICAL DOWNTILT = O' FROM/TO LENGTH (FT) COAX LEN6TH (FT) COAX LENGTH (FT) GABLE TYPE/SIZE GABLE TYPE/SIZE GABLE/ TYPESIZE Rx0/ TX2 RXI/ Rx0/1/ TX2 TX2 Rx1/ TXO TX TXO TXI TXO TXI MAIN LINE COAX LPF-I-50A ISS 185 LDF7-50A 185 LDFI-50A 185 185 FROM ANTENNA JUMPCOAX 1 5/8' 185 N/A 1S5 1 5/8' 185 N/A 71,85 1 5/8' 185 N/A 185 TO RADIO CABINET JUMPER GABLES FROM LDF4-50AN/A 10 LDF4-50A 10 ID LDF4-SOA 10 10 RADIO TO MAIN TRANSMISSION LINE 1/2" x10 10 1/2' 10 N/A 10 1/2" 10 N/A 10 JUMPER GABLES FROM MAIN TRANSMISSION LINE LDF4-50A 3 3 LDF4-50A '' N/A 3 LDF4-SOA N/A 3TO ANTENNAS 1/2" 3 N/A 3 I/2" 3 31/2' zi 3 NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA, NOTE: LEN6TH5 POSTED ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION TYPES AND SIZES OF THE ANTENNA GABLES ARE BASED ON THE ESTIMATED LENGTH OF THE GABLES. CONTRACTOR TO VERIFY ALL ACTUAL LEN6TH5 IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE VOICE5TREAM FIELD EN6INEER FOR VERIFICATION OF SIZES OF GABLES CONTRACTOR TO PROVIDE AS-BUILT5 FOR THE LENGTH OF GABLES UPON COMPLETION OF INSTALLATION. COAX CABLE CHART SCALE: N.T.S. 03 C L' W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 8115-3840 In x. 18471 805-0085 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY 5'( p T E 0.c G TE I E 6 Q- 12/31/02 ANTENNA SCHEDULE DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C=6 17 N 8' ZING COATED 210 DEGREE HINGE WITH 2-1/2" X 1/4' FLAT HEAD SCREWS (HINGES ATTACHED ON THE INSIDE OF FENCE) - X Q N 4 COVER TOP OF FENCE WITH WOOD PLANK PER MANUFACTURER RECOMMENDATION 4 DESIGN FINISHED GRADE Ll FENCE ELEVATION -SCALE: N.T.5. (D IS• MIN. DIA. CORNER DETAIL SCALE: N.T.5. TOP OF WITH WOOD PER V-TURER MENDATION 5N AGEBOARD IAL) 550ARD (NOMINAL) IN PLACE :ETE ATION 2". 01" - 6" - Q" -- 14' q - I' -6' FACEBOARD (NOMINAL) GATE POST 6' X 6" (NOMINAL) CROSSBOARD 2' X 4" (NOMINAL) 4' GALVANIZED PLATES WITH 1/2' CARRAGE BOLTS WITH HEX NUT, WASHER AND LOCK WASHER 5EGURITY LATCH WITH LOCK WELDED TO 4" GALVANIZED PLATES (SEE 5EGURITY LATCH DETAIL) GATE POST 6" X 6" (NOMINAL) CAST IN PLACE CONCRETE FOUNDATION WELDED HOOK FOR LOCK TOP VIEW 1-3/5' DIA. &ALV. SOLID IRON ROD. WITH 6' HANDLE 9" LONG, 1-1/2" I.D. STEEL PIPE WELDED TO 4' &ALV. 7T'Z',, PLATE ON CENTER CRO55BOARD ARD I'-6' FACE50ARD /—(NOMINAL) 2''X54 B NOMINAL) 4" GALVANIZED PLATES WITH 1/2" CARRAGE BOLTS WITH HEX NUT, WASHER AND LOCK WA5HER SECURITY LATCH DETAIL SCALE: N.T.S. �J 1' X 6' FACEBOARD iv m 2' X 4' (NOMINAL) tr GAST-IN-PLACE CONCRETE FOUNDATION NOTE: VERIFY WITH LANDLORD COLOR AND TYPE OF STAINED FIN15H PRIOR TO STAINING IO" DIA. MIN. FENCE SECTION DETAIL 2 SCALE: N.T.S. 8" ZING COATED 210 DEGREE HINGE WITH 2-1/2' X 1/4' FLAT HEAD SCREWS (HINGES ATTACHED ON THE IN51DE OF FENCE)— GATE DETAIL SCALE: N.T.S. COVER TOP OF FENCE WITI WOOD PLANK PER MANUFACTURER RECOMMENDATION 4 DESIGN 1'-6' FAGEBOARO (NOMINAL) GATE P05T 6" X 6" (NOMINAL) CRO55BOARD 2' X 4" (NOMINAL) 4" GALVANIZED PLATES WITH 1/2' GARRAGE BOLTS WITH HEX NUT, WASHER AND LOCK WASHER 5EGURITY LATCH WITH LOCK WELDED TO 4' GALVANIZED PLATES (SEE SECURITY LATCH DETAIL) FINISHED GRADE GATE P05T 6' X 6' (NOMINAL) GA5T IN PLACE CONCRETE FOUNDATION D 0 %i ffm W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. 1847) 698-3840 tau. (8471 BPS-"" T • mMobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 9-t NT E A SA- TERED P SSIONA p 12/31/02 WOOD FENCE DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C7 1' (TYP) W 4" THICK (MIN) CA -6 STONE PROPERTY FNEP4 4" THICK (MIN) CA -'l STONE LINE Z CHAIN LINK FI=NGE OPE TO MAINTAIN P051TIVE 30"RAINAGE, COMPACT TO 9O95 PER .O.T. STANDARDS 4" (MIN) LIMIT OF 1 SURFACING / _ _-`•_'° ::^ Y _ _=_�:� :-:'"''.-:'`; : •.r.:ra.:r.y: EXISTING GRADE �r�� 4" (MIN) 4" OF 051 STONE r MIRAF € SOOX WH b MIL MIRIFI 500 WEED CONTROL FABRIC, OR MR'S" MR, APPROVED EQUAL, APPROVED BY G.M. (YARD AREA f ONLY) SUITABLE UNDISTURBED SUBfiRADE, REMOVE ALL ORGANIC, MATERIAL ff�fj off f cf � /n% /.• OR ON5U17ABLE MATERIAL, COMPACT TO 9O95 (MIN). PER I.D.O.T. 5TO. NOTE - COMPACT SUBSRAOE AND WEED CONTROL FABRIC SHALL BE USED UNDER ALL AREAS OF SURFACING TO PRODUCE THE YARD, AS NOTED ON SITE PLAN. AN UNYIELDING SURFACE SITE COMPOUND DETAIL SCALE. Wr5. FINISHED MATERIAL REQUIREMENTS PER SPECTRA51TE SCOPE 20'-0" MATCH SLOPE -III II Ill I —III—� I 1 1 I I I I III=11 I f �l f! l l I� ---1 11- hi COMPACTED ROAD BASE MATERIAL REMOVE ORGANIC MATERIAL (3" MINIMUM) EARTH WORK SUBGRADE COMPACTION 4 SELECT CRANIA AR FILL O CONTRACTOR 5HALL BE RE5PON5151-E FOR GLEARIN5 t GRUBBING THE CONSTRUCTION 51TE AND ROADWAY AREAS. THE CONTRACTOR 5HALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT. YARD PAVEMENT DETAIL 2 SCALE. N.T.S. MATCH SLOPE :I. '. •I �'k• I E 1 �I 1 F - � I 1--r &EOTEXTILE FABRIC, MIRIFI 500 15 REQUIRED. © ALL SELECT GRANULAR FILL SHALL BE GOMPAGTED TO A 9555 COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY A5TM 0-1551 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION 3 %ALE, KTS. W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 805-3840 fax. (847) 896-9886 OTE ••Mobilee 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 111-DE02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY g�ATE Ofi AR EGI R SI R 8 DATE: ,2/31/02 ACCESS DRIVE & COMPOUND DETAILS DATE: 09-28-02 SCALE: AS NOTED ! DRAWN: MJR W -T # T02388 SHEET C-8 N>=N) AMP -� 1 I � ► - I Gi IIIT' METER I ► x NEWLVEL J I MR T I r r I RE C,flMPOUND 7 I + I NEW T-MOBTLE PPG I 1ARG AMOUNTS d ❑�� �'1�'I ►I i I NET METER RACK I N T»MOBILE III I } I 10 0' X 15'-0' 1 NEW 1507'�O' GNGRETE P y '� `' L.. MONOPOLE x � l fx � Bin ��� NIW T -MOBILE — f I I + BTS E(2UIPHENT I NEW T -MOBILE 11 f A$INETS AN!"L Ah►TENNA5 jj ► I I T7~D i T 150' 15K V-0' HI&HI x I I I ovoo ENGE. SE G7 1 _ �:. I `► I / NEW 5�' X 50' I NEW T -MOBILE I r f k LEAS AREA ► IGA13LE BRIDsl X I I r I 1 1► ii I I I EXIST)N& I PERIMETER FENCE I � �• /r I I-2' ± PvG FOR FUTURE TELCOSERVICE VICE 2' 0PO3" ER RUN 2 220'-0' CONDUIT TO FXI5T'1 UTILITY POLE. 1-2' PVC, UNDERGROUND FOR TELGO SERVICE —EXISTING UTILITY t 220'-0' EX15TING TELEPHONE POLE TO BE UL IZE PEDESTAL TO BE UTILIZED _ I Il IV L �r r L��j I LI �� L •I. I ' I < Lx I _�� I _ •L, _ 1 EXISTING OVERHEAD x UTILITY LINES EXI5TING < r < UTILITY POLE L i 1 lit I I L. II . I I I. I I L1 < L• 1 I ENLARGED SITE PLAN SCALE: I' a 20'-0' v ffm W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMSURG, MIAGUi 80193 ph. (847) 695-3M Fax. 15471 S95-9985 M • aMobilee 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-0&-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 9.1 T E OA, AR A SAS REGI RED 510 E gp1A 1 a� 12/»/02 ELECTRIC / TELCO PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET Emi ABBREVIATIONS AF6 - ABOVE FINISHED GRADE ANS - AMERICAN WIRE 6AU6E BF& -BELOW FINISHED 6RADE C - CONDUIT E6R - EXTERNAL 6ROUND RING 6RD - MSB - AAI N &F-0JND BAR NEC - NATIONAL ELECTRICAL CODE Nb. - NUMBER PVC - POLYVINYL CHLORIDE T65 - TONER 6ROUND BAR TYp- TYPICAL NFSS-NON FUSED SAFETY SWITCH R65 -R161D GALVANIZED STEEL UDA - UTILITY DISTRIBUTION ASSEMBLY LE6END -T-- T- TELEPHONE CONDUIT -E- E ELECTRICAL CONDUIT ER 15 6ROUND NI RE Be PONER CO. METER O EXOTHERMIC HELD T 6ROUND ROD AND INSPECTION HELL OMECHANICAL TWO MOLE LU& 1-1.1 NON-FUSED DISCONNECT.I LINE, L� ENCLOSED I -F]1 1 LINE. LL®JJ EU5FD5CONNECTR AND CLAMP SPECIAL EQUIPMENT HOCK -UP E CONDUIT TERMINATION NEM RAINPROOF METER CENTER. POMER COWANY METER PROVIDED BY THE UTILITY COMPANY FOR INSTALLATION IN METER SOLKFT f T -MOBILE) NEMiA.P CftW 2i nY BREAKER NEW 'TELCO CAB,N?T MOUNTED ON k' G - (1)-2' PVC FOR TELCO FUTURE (1)-2' PVC FOR TELCO - Nem I NCJOM I N5 5ERV I GE NO HTE THAN 15' FROM COMPANY POLE ERV34E ENTRANCE HIRES PROVI DTD BY CUSTOMER. A MIM. OF 9' OF EACH CC+'L]UGTOR "1ST EXTEND BEYOND MEATRERFEAP, MINIMUM OF TWO CONDUIT STRAPS. RI610 / INTERMEDIATE METAL (STEEL). R161D ALUM MUM, EMT, OR SCI. 60 PVC CST CONPU [I MITH U. V. PROTECTION SIZED PER TABLE. METER SOCKET FOR OVERHEAD 56WICE. W-ATMERPROOF NM.I N 5041 TCM, FUSE OR CIR.JUIT BREAKER 6ROUNP HIRE TO BE STAPLED TO THE POLE AND 51ZFP F'ER TABLE BELCH RESPONSIBLE FOR SERVICE ENTRANCE MIRING AND CONDUIT, FULL NEUTRAL AND N6ROUND0-TEQU IbRED. O= GLAD 6RGVNO ROD AND CLAMP UPPE~ T: 6RO N�ROD END OO BE FLUSH WITH OR NOTES, BELOM 6RADE 1. CUSTOMER FACILITIES SHALL COMPLY KITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT CONNECTIONS TO BE RAINTIGHT. 5. PHYSICAL LOCATION OF POLE AND ANY ADDITIONAL 6UTIN& OR SUPPORT (IF NEEDED) WILL BE APPROVED BY THE COMPANY 4. ANY RECEPTACLE MUST BE A 6ROUND FAULT INTERRUPTINS TYPE. S. ADDITIONAL POLE HE16KT MAY BE REQUIRED TO MAINTAIN PROPER CLEARANCE PER SECTION T.3 CLEARANCES. 6. NO UTILITY SERVICE LINES HILL BE INSTALLED OVER ANY STRUCTURES. 1. A MAIN DISCONNECT 15 REGU1RED FOR SEVEN OR MORE CI ROUIT BZ£AKER5. NEC 290-11. METER CONDUIT ALUMINUM COPPER NEUTRAL 6ROUND 51ZE SIZE (INSULATION (INSULATION MRE MIRE PER NEC) PER NEC) SIZE SIZE 100 •2 •4 =6 w 207 AMP 2- NAR. 001 ) 4/0 2/0 �4 w 200 AMP 2.5' 4/0 2/0 N4 OU 320 AMP 3' 500 k' 950 kcm SEE NEC 92 CU MINIMUM 6- Ram OR 4' X b' TREATED POLE OR EW VOLENT - METER SOCKET DE516MED FOR UM UND SERVICES - R161D / INTERMEDIATE METAL (STEEL). R161D ALUMINUM, EMT. OR SCH. 00 PVC 6REY CONDUIT MITH U.V. PROTFLT:ct MJEA7� ENCLOSURE KITH FUSE OR CIRCUIT - 6ROUND WIRE TO BE FASTENED TO THE POLE AND 51 ZED PER TABLE UcLOY THREADED COUPL INS, ADAPTER OR SLEEVE AS AF -PRO" l ATE [ALX0✓ bROUNDI- PROTECTIVE BUSKIN& 2 REOU l TED ON ENO OF = CONDUIT UNLESS COMPLETE CONDUIT T ;p SYSTEM 15 O-71 n �If NOTE, METERMID BREAKER MUST BE LABELED MVBLACP PLASTIC, TA6 WMHITE LETTERS. LABEL SHOULD READ T -MOBILE AND INCLUDE APPRE-55 OF SITE. FL CABINET H/2P„ 200 ANP- SERVICE PISGGN+ -r SMITUR. 6,emm-m ReC:PTAU.C. SUR7E ARF4ZPTOR, AMP LOAD CENTER INTE6RATED. O IID II Q 2NC tT TO Ex15TIGTE SEE ELEC. AND T ELCO PLN Ta15 SHEET FOR DETAILS-flIIO II O - PVL CLE ENTRAW-E ROD CE ADDRESS MUST BE MARKED ON POLE FOR LOCATION OF POLE CONSULT THE COMPANY. FAWNS 36' RAD- FACT BEND { IF PVC,, SCHED 00 TEti111ED) ID. �WBTOMER FACILITIES SMALL COMPLY KITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT CONNECTIONS TO BE RAINTI6W. 9. WEN INSTALLING CONDUIT SYSTEM, CUSTOMER SMALL EXTEND CONDUIT TO POLE OR UNDER&ROUND SYSTEM. CONSULT THE COMPANY FOR DETAILS. 4. LOCATION OF UNDERSWUND CABLES MUST BE IDENTIFIED PRIOR TO D1661 NG,. MIN. CUSTOMER INSTALLATION MIRING SIZE FOR SINI6LE FAMILY DME1-1-I146 METER • • CONDUIT a COPPER NE/TRAY ER 15 SIZE 51BLE FORE fINSULATI ENTRANCE WIRE AND CONDUIT-EUTRAL ILIAD CALCULATIONS AND PER NERC) 51 ZE REOU 1 RED. MSS 250-24(b) 100 2Y O CONDO IT STRAP n GIB• X W COPPER 2- AR. pn 40 CLAD 6ROUND ROD AND CLAMP 200 ANP R END 4/0 6ROUND RWTO BE 84 W FLUSH MITH OR BELCH 6RAPE 3' 500 kcm 1 950 kGm SEE NEC. 92 CU C� E� • OW eH a 36' RAD- FACT BEND { IF PVC,, SCHED 00 TEti111ED) ID. �WBTOMER FACILITIES SMALL COMPLY KITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT CONNECTIONS TO BE RAINTI6W. 9. WEN INSTALLING CONDUIT SYSTEM, CUSTOMER SMALL EXTEND CONDUIT TO POLE OR UNDER&ROUND SYSTEM. CONSULT THE COMPANY FOR DETAILS. 4. LOCATION OF UNDERSWUND CABLES MUST BE IDENTIFIED PRIOR TO D1661 NG,. MIN. CUSTOMER INSTALLATION MIRING SIZE FOR SINI6LE FAMILY DME1-1-I146 METER • • CONDUIT ALUMINUM COPPER NE/TRAY GROUND SIZE SIZE I fINSULATI (INSULATIONWIRE WIRE 1 1/2 ' SGUARE U-CHANNeL MOUNTED ILIAD CALCULATIONS PER NECJ PER NERC) 51 ZE 51 ZE 100 2Y x2 .4 = w 200 ANP 2- AR. pn 40 4/0 200 ANP 2.5' 4/0 2/0 84 W 1320 AMP 3' 500 kcm 1 950 kGm SEE NEC. 92 CU SAM-- AS PHASE SERVICE TO PERMANENT DETAILS FOR TYPICAL SINGLE LOCATION FOR A MOBILE PHASE UNDERGROUND SERVICE SITE FROM AN OVERHEAD SOURCE TO A MOBILE SITE 7Q�T�.r1C'f[y�L IN v v 150 MATT SQUARE TELCO C-0MR511f 7 Ttl BT5 CAB I NETS. 4pa HAL06Ei ON SWITCH RER HANNUFI,CTTURE0 IFI CAT I ONES 6Yxb-xlO'-O' CONCRETE POSTS PVC I EXTEND 9'-0' IN 6ROUND) TO BTS CABINETS (TYPICAL OF 2) (1)-2' PVC IN FOR TELCO 1 1/2 ' SGUARE U-CHANNeL MOUNTED ILIAD CALCULATIONS W/ BOLTS TO POST ( 1) -2' R65 FOR POKER 11.62 KW CONNECTED O 120/240 VOLT. 11 11.02/240 • 49.25 AMP CI JOHN I IN � 1 I'llp umig "I FROM 65-lRARARATOR T -MOBILE SERVICE RACK RISER DIAGRAM SCALE: N.7_5. �1J SCOPE SMALL INCLUDE ALL LABOR MATERIALS AND APPL1ANCE5 REOiIRED FM THE FtAaV35HIHy. INSTALLIMS ANP TESTIN5, COMPLETE AND READY FOR OPERATION OF ALL NOW 5F ^MN CH THE GFHti % P24P A5 SPECI F I EP METS I N, I. ELECTRIC SERVICE 2. CONDUIT AND RACEMIAY 9, CONDUCTORS 4. MISCELLANEOUS MATERIALS (SWITCHES, BOXES, ETC.) 5. TELEPHONE SERV I CE 6. ALL HOa. SHALL BE DONE BY QUALIFIED PERSONNEL. CODES INSTAL LATION 50ALL COMPLY ( IN EFPFLT AT TIME OF G'JN!'aTRUCT I OW TO THE REQUIREMENTS OF ALL RR.E'S RE6ULATION5. AND CODE5 OF LOCH-. E. STATANP FEDERAL H)THORITI E� MAVINS .MISPICTION. WNPOL'I TO THE NAT[iOiHAL ELECTRICAL CODE AND ALL RULES. OROINAM�S OF THE �i FFI CATES. OFF IWC T10 ITY IrG. iSN. PAY FOR /MJi RED BAY THE IVER AUTHORRITIE�ITS. HAV IN6 JUR 1501CT]OM. PELIV>='IR ALL CMTIFICATES TO OWNER AFTER PiNAL ACCJ9�TNY.E OF M4'7RC- TEST I N6 UPON COMPLETION OF THE INSTALLATION. OPERATE AND AD-LKT ALL EOIUIPMENT AND SYSTEMS TO MEET SPECIFIED PER-ORPIANCE REGU$REMENTS. ALL TEST IN5 SHALL BE DONE BY OVAL IFIE:D PERSONNEL. 6UARANTEE 11,r ADDITION TO THE 6UARANT55 OF THE EDUIPMMENTR BY THE MANUFACTURER, EACC44 P L CSE OF EQU l PMtENT SP6' I F I PD HEREIN SMALL ALSO BE 6UAF-ANTMD FOR DEFFL7$ OF MATERIAL OR HORKJlAH5HIP CCWRRIH6 PURINS A PERIOD OF " ( 1) YEAR FROM F I NAL ACC.EPTANGE OF THE M 09K 9Y TME CAMEiR. TEPA I R OR MEPLAC& ALL PEFEC,rIVE PARTS OR SYSTEMS OURIN6 THE 6UARANYTEE PE21W WI TFIDLiT EXPF95E Tb TIE OFNER. ALL WARRW7EE C!:`R'T[FI GTES AND 6LIARNANTEES FURNISHED BY THE MANpJFACTIU� 51MALL BE TL112FE-D OVER TO TME OMk4ER. EXAMINATION OF SITE PRIOR TO BE6INMtN6 !+;RIC THE U/JNTTtACTOR SMALL VISIT THE SITE OF THE -MTB AND SHALL FAMILIARIZE HFMEBF MITN ALL C,ONDIT10N5 AFFELTiNS TT•E PRO-OSW F-4 TRICAL INSTALLATION AND SHALL MAKE ppa�,VISlONS AS TO THE COST THEREOP, FAILL9E TO COMPLY KITH THE INTENT OF THIS PARAC.RMAPH KILL IN NO WAY RELIEVE TT•IE C,OMNIRACTOR OF PERFORKIN6 ALL MORK N�ESSARY FOR A GOMq.ET$ AND M17RGINR6 5Y5TEN OR 5Y5� - T HATER]AL- AND EQUIPMENT MATERIAL AND E0UIPM5NT INSTALLED AS A PART OF THE PFZMANENT INSTALLATION SMALL 1W NEK UNLESS OTiERNI69 1NDI GATED OR SPECIFIED AND 5NN-L Be �ISTW BY AN APP9 71UP R5&IST8RD TESTING LABORATORY, FOR INSTALLATION N EA17J1 PARTIWLAR CASE ht OM STANDARDS HAVE BEEN ESTABLISHED. ALL ELECTRICAL Ef.0 1PNREf1T SHALL W PROPERLY IDENTIFIED AND M/JC.$D INC,LUOIM6 MURMNIU irABELS AND 5F6NME PER "Sr" GUTTING, PATCHING AND EXCAVATION: COORDINATION OF ALL SLEEVES. CYGE5. EYG HILL BE REQUIRED PRIOR YO THE CONSTRUCTION OF ANY PORTION OF THE WORK. ALL CUTTING AND PAT68IN6 OF WALLS PARTITIONS FLOORS. AND CHASES IN CONCRETE. WO00. STEEL OR RR& NRY SHALL bE DONE AS FROVUDED ON THE DRAAIN65, NO STRUCTURAL POH65R MAY BE GTT S17FWT APPROVAL FROM A STWC.TVWAJ. ENWHEER. ALL HOW. IUNLE55 5PEC�IFII L NL7'TEVADI ARY OT16AND M ZSE ON THE 37MWiINC SHALL BB THE PROVIDED BY THjS CANTRAf. TOR. RACEWAYS ALL CONDUCTORS SHALL 9E INSTAL ED 1N COMMIT. ALL CONDUIT SMALL BE R1610 6ALVANIZEP STEEL. SCHEDULE 40 PJC OR ELECTRICAL METALLIC. TUBI MG, (EMIT) AS 11101 CATUD ON THE DRAM INOS, WERE INSTALLED ON ROOFS OR EXPOSED TO DAMAGE, ALL CONDUIT SMALL BE R161D 6ALVANI ZED STEEL OR EMT. ALUMINUM CCUDUST SHALL NOT BE ALLOMEP. ENT MAY BE USED IN ALL OTHER ABOVE 60OLNU LOCATION$- VNOERSRO)NO CONDUITS SMALL BE R161P GALVANIZED STEEL OR SCEPUL$ 40 PVC, AS INDICATED ON THE PRAW NS$. PROVIDE INSULATED eUSJI[N 5 FOR ALL COPDUIT TZR MINNAiICMS. ALL ALL CONDUIT RUNS SHALL USE APPROVED COUPLIN65 AND CONNECTORS - CONDUIT MJN£ IN A MET LOCATION SHALL HAVE WATERPROOF FITTING . PROVIDE SUPPORTS FOR ALL COIF UITS IN ACC.ORDANCE WITH MSL REOUR5 NT5. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. CONDUCTORS FURNISH AND INSTALL ALL C 11D UCTCRS CALLED FOR ON THE PRAHINI65. ALL CONDUCTORS SMALL BE TYPE 7H7V M- f -15 DE6�1 t:KaIJLAT ION RATED FOR 600 VOLTS. ALL CONPUC.TORS SHi,1-L BE COPPER. THE U5iti Ot= ALUMINUM CONDUCTORS SHALL NOT BE AIWO, . ALL COMOIIGraRS 9MfALL W UL LISTED AND SHALL BE PRIWIDED AML INSTALLED A5 FOLL0M6. A. MINIMUM HIRE SIZE SHALL BE =12 AWG. B. ALL CONDUCTORS SIZE -6 AND LARSER SHALL BE STRANDED. LONJOUCTORS SIZED 010 AND SMALLER SMALL BE SOLID OR STRANDED EXCEPT AS NOTED ON DRAMAS. C. CGJ5,_TION FOR ■10 AMG, AND ALLER 51 -W -L BE BY TWISTINS T 16HT AND INSTALLINS tF5[fI.ATED PRP55UFE OR HIRE NUT CONNECT10N5., D. CONNECTION FOR NG, AMI+ AND LARGER SHALL BE BY USE OF STEEL CAMP -ON SLEEVES HITH NYLON INSULATOR, ALL CONDUCTORS SMIALL BE CALOR CODED IN ACCORDANCE WITH NEC, STANDARDS. THE RACENAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING, CONDUCTORS. GROUNDING ALLELECTRICAL hianVAI'.5, RWA. KAY5 AND NON-CVRSIdT C^RR•(!NG, PARTS OF F1.iS.TR I CAL WU I PNIRNT AND ASSOCIATIEV ENC� SMALL BE 6R4LIM4OED IN A",ORDAMCE MITM IREC ARTICLE 250. TW5 5HAId, INCLUDE WOTRAL Cr[>cL7LY.TOR51 CONPU 1 TS. SvPPORT'S. CABINETS. BOXES, 6ROUND BU5S�Ea, ETC. TME NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT OILY. PROVIDE 6ROUND CONDUCTOR IN ALL RACEMIAYS. T -MOBILE SHALL PROVIDE CONTRACTOR WITH A COPY OF LATEST T -MOBILE STANDARD LC61RUCTION DETAILS, ALL CCl.STRF-TIOW SMALL COMPLY WITH LATEST T-MMOBILE STANDARD CON5TROCTIDN DETAILS. UPON COMFLETICN OF INSTALLATION. TIE SYSTEM TO BE T155TED iN ACCORDANCE KITH T-HOBILE STANDARDS. ALL OGNaECTI0N5 TO 6ROLNV BAR AND 6ROUND BAR M7UNTTINSS. lMLCLl1DIN6 BOLTS. AMD TME PO[HT'$ OF CONTACT BET1eN P1551KILAR LS MSTBE COATED KITH -NIU-OX.- ALL MISCELLM EDUS, NON-CURRENT CN32YIN5 METAL ON THE SERVICE RACKS SHALL BE BONDED V51N6 -2 AWG. BARE. T1NM-D. SO -10 COPPER. CONNECTIONS SHALL BE EXOTHERMIC MELDS. UTILITY SERVICES CONTRACTOR IS RESPONSIBLE FOR BRIN51N6 PONSR AND T£LEPrKAE SEwjCES TO THE L.EAW PAWL- CONTRACTOR Sk• COORDINATE ALL REQUIREMENTS WITH PHM COMPANY ANP TELEPHONE CO PANY. CONTRACTOR SHA-. ?W -LUPE THESE JLCES IN HIS HORbc MINIMA HIRE SIZE XIDUMMA7E QISrA�NII.€CI TC STI SERVICE L.ABLE SOUR'.E. AS WILL � a 0 W -T COMMUNICATION DESIGN GROUP, LLC 38 E SCULLY DRIVE SCHAUMBURG. ILLINOIS 50103 ph. (847) 8954640 fox. 1847) 896-9986 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10 14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR10053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY g� A T E oAl SAS P F N.A GIN P TC 12/31/02 ELECTRIC / TELCO PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN. MJR W -T # T02388 SHEET Ew2 TELCO C-0MR511f 7 Ttl BT5 CAB I NETS. 4pa ❑1 RER HANNUFI,CTTURE0 IFI CAT I ONES O(2)-1' PVC TO BTS CABINETS ® (1)-2' PVC IN FOR TELCO (1)-2' PVC 1N FOR POY®R ❑5 ( 1) -2' R65 FOR POKER RACEWAYS ALL CONDUCTORS SHALL 9E INSTAL ED 1N COMMIT. ALL CONDUIT SMALL BE R1610 6ALVANIZEP STEEL. SCHEDULE 40 PJC OR ELECTRICAL METALLIC. TUBI MG, (EMIT) AS 11101 CATUD ON THE DRAM INOS, WERE INSTALLED ON ROOFS OR EXPOSED TO DAMAGE, ALL CONDUIT SMALL BE R161D 6ALVANI ZED STEEL OR EMT. ALUMINUM CCUDUST SHALL NOT BE ALLOMEP. ENT MAY BE USED IN ALL OTHER ABOVE 60OLNU LOCATION$- VNOERSRO)NO CONDUITS SMALL BE R161P GALVANIZED STEEL OR SCEPUL$ 40 PVC, AS INDICATED ON THE PRAW NS$. PROVIDE INSULATED eUSJI[N 5 FOR ALL COPDUIT TZR MINNAiICMS. ALL ALL CONDUIT RUNS SHALL USE APPROVED COUPLIN65 AND CONNECTORS - CONDUIT MJN£ IN A MET LOCATION SHALL HAVE WATERPROOF FITTING . PROVIDE SUPPORTS FOR ALL COIF UITS IN ACC.ORDANCE WITH MSL REOUR5 NT5. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. CONDUCTORS FURNISH AND INSTALL ALL C 11D UCTCRS CALLED FOR ON THE PRAHINI65. ALL CONDUCTORS SMALL BE TYPE 7H7V M- f -15 DE6�1 t:KaIJLAT ION RATED FOR 600 VOLTS. ALL CONPUC.TORS SHi,1-L BE COPPER. THE U5iti Ot= ALUMINUM CONDUCTORS SHALL NOT BE AIWO, . ALL COMOIIGraRS 9MfALL W UL LISTED AND SHALL BE PRIWIDED AML INSTALLED A5 FOLL0M6. A. MINIMUM HIRE SIZE SHALL BE =12 AWG. B. ALL CONDUCTORS SIZE -6 AND LARSER SHALL BE STRANDED. LONJOUCTORS SIZED 010 AND SMALLER SMALL BE SOLID OR STRANDED EXCEPT AS NOTED ON DRAMAS. C. CGJ5,_TION FOR ■10 AMG, AND ALLER 51 -W -L BE BY TWISTINS T 16HT AND INSTALLINS tF5[fI.ATED PRP55UFE OR HIRE NUT CONNECT10N5., D. CONNECTION FOR NG, AMI+ AND LARGER SHALL BE BY USE OF STEEL CAMP -ON SLEEVES HITH NYLON INSULATOR, ALL CONDUCTORS SMIALL BE CALOR CODED IN ACCORDANCE WITH NEC, STANDARDS. THE RACENAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING, CONDUCTORS. GROUNDING ALLELECTRICAL hianVAI'.5, RWA. KAY5 AND NON-CVRSIdT C^RR•(!NG, PARTS OF F1.iS.TR I CAL WU I PNIRNT AND ASSOCIATIEV ENC� SMALL BE 6R4LIM4OED IN A",ORDAMCE MITM IREC ARTICLE 250. TW5 5HAId, INCLUDE WOTRAL Cr[>cL7LY.TOR51 CONPU 1 TS. SvPPORT'S. CABINETS. BOXES, 6ROUND BU5S�Ea, ETC. TME NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT OILY. PROVIDE 6ROUND CONDUCTOR IN ALL RACEMIAYS. T -MOBILE SHALL PROVIDE CONTRACTOR WITH A COPY OF LATEST T -MOBILE STANDARD LC61RUCTION DETAILS, ALL CCl.STRF-TIOW SMALL COMPLY WITH LATEST T-MMOBILE STANDARD CON5TROCTIDN DETAILS. UPON COMFLETICN OF INSTALLATION. TIE SYSTEM TO BE T155TED iN ACCORDANCE KITH T-HOBILE STANDARDS. ALL OGNaECTI0N5 TO 6ROLNV BAR AND 6ROUND BAR M7UNTTINSS. lMLCLl1DIN6 BOLTS. AMD TME PO[HT'$ OF CONTACT BET1eN P1551KILAR LS MSTBE COATED KITH -NIU-OX.- ALL MISCELLM EDUS, NON-CURRENT CN32YIN5 METAL ON THE SERVICE RACKS SHALL BE BONDED V51N6 -2 AWG. BARE. T1NM-D. SO -10 COPPER. CONNECTIONS SHALL BE EXOTHERMIC MELDS. UTILITY SERVICES CONTRACTOR IS RESPONSIBLE FOR BRIN51N6 PONSR AND T£LEPrKAE SEwjCES TO THE L.EAW PAWL- CONTRACTOR Sk• COORDINATE ALL REQUIREMENTS WITH PHM COMPANY ANP TELEPHONE CO PANY. CONTRACTOR SHA-. ?W -LUPE THESE JLCES IN HIS HORbc MINIMA HIRE SIZE XIDUMMA7E QISrA�NII.€CI TC STI SERVICE L.ABLE SOUR'.E. AS WILL � a 0 W -T COMMUNICATION DESIGN GROUP, LLC 38 E SCULLY DRIVE SCHAUMBURG. ILLINOIS 50103 ph. (847) 8954640 fox. 1847) 896-9986 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10 14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR10053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY g� A T E oAl SAS P F N.A GIN P TC 12/31/02 ELECTRIC / TELCO PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN. MJR W -T # T02388 SHEET Ew2 ELEGTRIGAL NOTES ALL WORK 15 TO COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAVING .1JRISDIGTION. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND RELATED FEES. 2. ALL EQUIPMENT AND MATERIAL FURN15HED AND INSTALLED UNDER THIS CONTRACT SHALL BE UNDERWRITERS LABOA.ATORIES (U.L.) LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE 611ARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURIN6 THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 3. ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. CONTRACTOR SHOULD AVOID DAMAGE TO EXISTIN6 UTILITIES WHEREVER POSSIBLE. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ALL CUTTIN6 AND PATCHIN6 RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL EXISTIN6 L AN55. AP i N*,. SPRINKLER SYSTEMS, CONDUITS, W1 R 14S, PIPIN6, ETC. DA:A6ED BY THE ELECTRICAL WORK TO MATCH EX[5TIN6 CONDITIONS. 4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POWER AND L16HTIN6 SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT, CONTROL WIRING, 6ROUNDIN6, ETC. AS INDICATED ON ELECTRICAL PRAMIN65 AND/OR AS REQUIRED BY 6OVERNIN6 CODES. 5. PRIOR TO IN5TALL1N6 ANY ELECTRICAL WORK, THE CONTRACTOR SHALL V1517 THE JOB 51TE AND VERIFY EXISTIN6 SITE LOCATIONS AND CONDITIONS AND UTILITY SERVILE REQUIREMENTS OF THE JOB, AND BY REFERENCE TO EN6INEERIN6 AND EQUIPMENT 5UPPLIER5 DRAWIN65. SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. 6. PROVIDE POWER AND TELEPHONE TO SERVILE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY SERVILE PLANNERS AND OBTAIN ALL SERVILE REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN THEIR BID. 1. SERVILE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND RATIN6 EQUAL TO OR EXGEEDIN6 THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND 6ROUND5. 8. ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND 600 VOLTS INSULATION. ALL 6ROUND CONDUCTORS TO BE PROPERLY 51ZED COPPER. (STRANDED OR SOLID). 9. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS. THE NOTE. SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE H16HE5T STANDARD OF PERFORMANCE SHALL PREVAIL. 10. SERVICE GOt�IPl11T5 SHALL HAVE NO MORE THAN (3) -RO' BEND5 IN ANY SIN6LE RUH. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS WEEDED HiIERE CONDUIT REQUIREHENiS EXCEED THESE CONDITIONS. PULL WIRES AND GAPS SHALL BE PROVIDED AT ALL SPARE CONDUITS FOR FUTURE USE. 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 100 M.P.H. WIND SPEED AND DE516NEP FOR OUTDOOR EXPOSURE. 12. ALL COAX, POWER AND TELEPHONE 5YSTEM CONDUITS SMALL HAVE A MINIMUM 24' %H. 80 PVL RADIUS 5A-EEP5 TO EQUIPMENT, PULLBOXE5, MONOPOLE, ETC., UNLE55 OTHERWISE NOTED, OR AS REQUIRED BY UTILITY COMPANIES. 13. FUSE TYPE SHALL BE BU55MAN RKI LOW PEAK FUSE (LPU-RK-100) 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNI5H A5 -BUILT DRAWIN65 TO THE OWNER. 15 6ENERAL GROUNDING CRITERIA 157 STEP: GROUND TO EXI5TIN6 BUILDING 5TRUCTURAL 5TEEL AND TO THE EXI5TIN(5 GOLD WATER LINE. (WHERE APPLICABLE) THEN TE57 6ROUNDIN6 RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL 6ROUND RESISTANCE. WHERE THE EFFECTIVE RE515TANGE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL 6ROUNDIN6 AND RE -TEST UNTIL 6ROUND RESISTANCE FALLS FALLS SUPPLEMENTAL 6ROUND MAY CONSIST OF ONE OR MORE OF THE FOLLOWIN6 1) COUNTERPOISE, 2) UFER 6ROUND, 3) 6ROUND ROD AND/OR GROUND HELL IN EXTREMELY APVER5E SOIL CttVITIONS• WHERE THE EXISTING BUILDINS STEEL DOES NOT Ppavt DE AN EFFECTIVE 6ROUND RE515TANCE, THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE 6ROUND CONDUCTOR FROM ROOF MOUNTED BTS EQUIPMENT LOCATIONS EITHER DONN THROUGH THE IN51DE OF THE BUILDING OR THE OUTSIDE OF THE BUILDING, DEPENDIN6 UPON OWNER PREFERENCE. WHERE THE 6ROUND CONDUCTOR FROM THE ROOF MOUNTED EQUIPMENT 15 ROUTED IN CONDUIT, THE CONDUIT SHALL BE EFFECTIVELY 6ROUNDED TO THE 6ROUND CONDUCTOR AT BOTH EN05 OF THE CONDUIT. (MONOPOLE INSTALLATIONS): FOR INSTALLATIONS WHERE WOODEN 57RUGTURE5, TOWERS CONCRETE SILOS, ETC.. ARE ENCOUNT=--K D A 5EPERATE DOWNLEAD 5HALL BE PAWL DED FROM THE 3 ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL GABLES. THE 6ROUND CONDUCTOR SHALL BE SECURELY FASTENED TO THE EXTERIOR OF OUTSIDE STRUGTURES WITH NONMETALLIC GROUND STRAPS EVERY 10 FEET. A61N, AS FOR TENANT IMPROVEMENT PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND 6REEN (6ROUND). Il. CONTRACTOR TO PROVIDE GUTTER TAP. 16. CONTRACTOR RE5PONSIBLE TO GALL MISS UTILITY 48 HRS TO EXCAVATION OUTSIDE THE COMPOUND. 19. AN INDEPENDENT LOCATOR MUS -f LOCATE (E) UTILITIES WITHIN A COMPOUND PRIOR TO EXCAVATION. AREA OF SPACE (164) 5F SERVILE VOLTA6E 120/240 V III) FROM POWER SERVILE �W� A/2P (E) METER 42 5E-RVIC ( TYP. ) METR RACK GROUND 2.39 ELECTRIC METER l MAIN 0.51 SERVICE DISCONNECT 22 KA AIG RECEPTACLES (1) SQUARE .D. ENLARGED VIEW OF 4.42 200A DISWNNEGT METEEOREAKER 1.06 343/0, 1466-2'6 BTS 41 120/240 VAG PPG 200 AMP 1.0 9.0 MAIN BTS 42 4.0 GOA/ 2P 20A/ IP 15A/ IP 60A/ 2P WEATHER 31.6 TELCO PANEL/REG. 0.12 1.0 PROOF -0.12 SWITCH TOTAL LOAD 20.32 92.9 6F REG. 20.32 10 TO LI6HT TOTAL SERVILE GAP. 2412, 14126-3/4'G 200A No TO 5T5 344, 1486-2'G FUTURE B75 2'6, W/PULL WIRE BOND NEUTRAL 4 6ROUND BUS IN MAIN SERVICE DISCONNECT ELECTRIC DIAGRAM 1 SCALE. NOT TO SCALE 10. SERVICE GOt�IPl11T5 SHALL HAVE NO MORE THAN (3) -RO' BEND5 IN ANY SIN6LE RUH. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS WEEDED HiIERE CONDUIT REQUIREHENiS EXCEED THESE CONDITIONS. PULL WIRES AND GAPS SHALL BE PROVIDED AT ALL SPARE CONDUITS FOR FUTURE USE. 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 100 M.P.H. WIND SPEED AND DE516NEP FOR OUTDOOR EXPOSURE. 12. ALL COAX, POWER AND TELEPHONE 5YSTEM CONDUITS SMALL HAVE A MINIMUM 24' %H. 80 PVL RADIUS 5A-EEP5 TO EQUIPMENT, PULLBOXE5, MONOPOLE, ETC., UNLE55 OTHERWISE NOTED, OR AS REQUIRED BY UTILITY COMPANIES. 13. FUSE TYPE SHALL BE BU55MAN RKI LOW PEAK FUSE (LPU-RK-100) 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNI5H A5 -BUILT DRAWIN65 TO THE OWNER. 15 6ENERAL GROUNDING CRITERIA 157 STEP: GROUND TO EXI5TIN6 BUILDING 5TRUCTURAL 5TEEL AND TO THE EXI5TIN(5 GOLD WATER LINE. (WHERE APPLICABLE) THEN TE57 6ROUNDIN6 RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL 6ROUND RESISTANCE. WHERE THE EFFECTIVE RE515TANGE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL 6ROUNDIN6 AND RE -TEST UNTIL 6ROUND RESISTANCE FALLS FALLS SUPPLEMENTAL 6ROUND MAY CONSIST OF ONE OR MORE OF THE FOLLOWIN6 1) COUNTERPOISE, 2) UFER 6ROUND, 3) 6ROUND ROD AND/OR GROUND HELL IN EXTREMELY APVER5E SOIL CttVITIONS• WHERE THE EXISTING BUILDINS STEEL DOES NOT Ppavt DE AN EFFECTIVE 6ROUND RE515TANCE, THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE 6ROUND CONDUCTOR FROM ROOF MOUNTED BTS EQUIPMENT LOCATIONS EITHER DONN THROUGH THE IN51DE OF THE BUILDING OR THE OUTSIDE OF THE BUILDING, DEPENDIN6 UPON OWNER PREFERENCE. WHERE THE 6ROUND CONDUCTOR FROM THE ROOF MOUNTED EQUIPMENT 15 ROUTED IN CONDUIT, THE CONDUIT SHALL BE EFFECTIVELY 6ROUNDED TO THE 6ROUND CONDUCTOR AT BOTH EN05 OF THE CONDUIT. (MONOPOLE INSTALLATIONS): FOR INSTALLATIONS WHERE WOODEN 57RUGTURE5, TOWERS CONCRETE SILOS, ETC.. ARE ENCOUNT=--K D A 5EPERATE DOWNLEAD 5HALL BE PAWL DED FROM THE 3 ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL GABLES. THE 6ROUND CONDUCTOR SHALL BE SECURELY FASTENED TO THE EXTERIOR OF OUTSIDE STRUGTURES WITH NONMETALLIC GROUND STRAPS EVERY 10 FEET. A61N, AS FOR TENANT IMPROVEMENT PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND 6REEN (6ROUND). Il. CONTRACTOR TO PROVIDE GUTTER TAP. 16. CONTRACTOR RE5PONSIBLE TO GALL MISS UTILITY 48 HRS TO EXCAVATION OUTSIDE THE COMPOUND. 19. AN INDEPENDENT LOCATOR MUS -f LOCATE (E) UTILITIES WITHIN A COMPOUND PRIOR TO EXCAVATION. AREA OF SPACE (164) 5F SERVILE VOLTA6E 120/240 V III) ELECTRIC LOAD SUMMARY SCALE= NOT TO SCALE NOTE LABEL EACH END OF CONDUITS: (P) POWER: I EA - 2' BAND OF RED TAPE (T1) TELCOI: I EA - 2' BAND OF ORAN6E TAPE (T2) TEL602: 2 EA - 2' BAND OF ORAN6E TAPE CONDUITLABELING NOT TO 3 U J J a O C) C7 Z CD In w W -T COMMUNICATION DESIGN GROUP, LLC 39 E_ SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. 18471 806-3840 fox. (847) 805-0086 Tom • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW ARI 005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY o DATE: 09-28-02 Z SCALE: AS NOTED o DRAWN: MJR W -T # T02388 m g SHEET E 3 CONNECTED LOAD KVA AMPS DEMAND FACTOR DEMAND LOAD KVA AMPS L16HTIN6 (115W HIPS) 0.51 2.39 1.0 0.51 2.38 RECEPTACLES (1) 1.06 4.42 1.0 1.06 4.42 BTS 41 9.0 31.6 1.0 9.0 31.6 BTS 42 4.0 31.6 1.0 9.0 31.6 TELCO PANEL/REG. 0.12 1.0 1.0 -0.12 1.0 TOTAL LOAD 20.32 92.9 20.32 82.6 TOTAL SERVILE GAP. 200A 200A ELECTRIC LOAD SUMMARY SCALE= NOT TO SCALE NOTE LABEL EACH END OF CONDUITS: (P) POWER: I EA - 2' BAND OF RED TAPE (T1) TELCOI: I EA - 2' BAND OF ORAN6E TAPE (T2) TEL602: 2 EA - 2' BAND OF ORAN6E TAPE CONDUITLABELING NOT TO 3 U J J a O C) C7 Z CD In w W -T COMMUNICATION DESIGN GROUP, LLC 39 E_ SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. 18471 806-3840 fox. (847) 805-0086 Tom • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW ARI 005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY o DATE: 09-28-02 Z SCALE: AS NOTED o DRAWN: MJR W -T # T02388 m g SHEET E 3 NOTE: ONLY ONE SECTOR 15 SHOWN FOR CLARITY L.NA. (TYP) — 2 PER SECTOR 51GNAL GABLES AARD SHELL -1" 5ROUND KIT (TYP) TYPICAL ANTENNAS (REFER TO DTL. 2/G-3 FOR NUMBER, ORIENTATION, AND LABELING) UPPER AGB LOCATED ® TOP OF MOUNTING STRUCTURE BELOW GROUND KITS MOUNT DIRECTLY TO TOWER WITH NO GROUND INSULATORS MICROWAVE DISH (TYPICAL) IF APPLICABLE C SEE NOTE a LOWER AGB LOCATED ---Z AT BOTTOM OF C G -- MOUNTING STRUCTURE f TOWER BEFORE GABLE BEND TO TOWER GROUND RING BASE SURGE ARRESTOR GROUND BAR. LOCATED IN GABLE TRAY, WITHIN 24' OF BTS 1/0 PORT (SEE 3/G-5) SURGE ARRESTOR (TYPICAL) USE MODEL NO. MT -G6130.01 NOTE 4: TYPICAL EACH GABLE TRAY SUPPORT r4 G G G EQUIPMENT J &ROUND RING COAX (FUTURE) SERVICE -� DISCONNECT 1 \ii BTS E IPM, EC. ELGO # C.A51NE ABINE 5 5 G G G G G G G SEE NOTE 4 SERVICE &ROUND ROD TO GATE `� M 1 ■ H �1 P05T5 (2) TO FENCE POST CORNERS (4) TYPICAL RISER GROUNDING DIAGRAM 5r—ALE: NOT TO SCALE U W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (847) 895-3840 fax. 1647) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY J LEGEND C3 HARD SHELL GROUND KIT SURGE ARRESTOR (2 FUTURE) ♦ GAD WELD USE MODEL NO. MT -G(2730.01 O CONNECTION o ■ BURNDY SCALE: AS NOTED EXISTING GROUND RINC5 AT 2 POINTS ANDREPAIR ANY GUT GONNEGTION5 o O SURGE \ _ U ARRESTOR G SEE NOTE 4 SERVICE &ROUND ROD TO GATE `� M 1 ■ H �1 P05T5 (2) TO FENCE POST CORNERS (4) TYPICAL RISER GROUNDING DIAGRAM 5r—ALE: NOT TO SCALE U W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (847) 895-3840 fax. 1647) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY J NOTES. GROUNDING RISER co 1) AT GO -LOCATE SITES CONTRACTOR SHALL TIE TO O o DATE: 09-28-02 Z SCALE: AS NOTED EXISTING GROUND RINC5 AT 2 POINTS ANDREPAIR ANY GUT o DRAWN: MJR OR DAMAGE TO GROUND U RING. BTS BTS F FL2E 13 2) EQUIPMENT GROUND BAR RPME T QUIPME IT BouiPMEN ONLY REQUIRED IF NOT EQUIPMENT SUPPLIED WITH BTS UNIT. PLATFORM 3) MIDDLE ANTENNA &ROUND BAR REQUIRED IF GABLE RUN 15 OVER 200'. 4) CONTRACTOR TO (W GROUND LEAD PROVIDE - EQUIPMENT FOR FUTURE BTS PVC CONDUIT SLEEVE FOR GROUND BAR GROUND WIRES THROUGH PAD (SEE NOTE 2) TO GROUND RING, ! LOWER C TOWER GROUND BAR ONLY. G SEE NOTE 4 SERVICE &ROUND ROD TO GATE `� M 1 ■ H �1 P05T5 (2) TO FENCE POST CORNERS (4) TYPICAL RISER GROUNDING DIAGRAM 5r—ALE: NOT TO SCALE U W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (847) 895-3840 fax. 1647) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY J GROUNDING RISER co DIAGRAM O o DATE: 09-28-02 Z SCALE: AS NOTED o DRAWN: MJR U W -T # T02388 m I 0 SHEET 05 - C7 E - 4 C r 0. 6 U NO. DESCRIPTION MOLD NO. WELD NO. 1 $12 SOLID TO #2 SOLID PTC-ITIT 65 2 192 50LID TO GROUND ROD &TC -161T 90 5 132 SOLID TO FENCE P05T VBC a d4 e d N NN T TA T NO. DESCRIPTION PART NO. 4 #(2 GREEN STRANDED 2 -HOLE COMPRESSION LUG 5 92 SOLID TO POST, OTHER THAN FENCE POST KC 6 BRAIDED STRAP BOLTED TO GATE P05T5 BD18592 NOTE: CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. I CADWELD O NEW MONO OLE GROUND R NG 2 4 4 � Y � d d • - y � r 41 - d r r I d K SITE GROUNDING PLAN n SCALE: LOWER MONOPOLE X GROUND BAR NEW 150'-0' MONOPOLE NEW TESTWE L X 2 I X NEW COLLECTOR l GROUND BAR l MOUNTED AT EACH ANTENNA ARRAY I NEW &ROUND RING ROUND MONOPOLE jj X I I I I I. X *I � I W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUNBURC. ILLINOIS 50193 ph. 18471 595.9640 tax. IB471 595-9985 T - -Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 f I 2 10.14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY gA ATE DA AR A SAS I TER P 551 B 57 DA 12/31 A2 GROUNDING PL DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 84 v SHEET } E-5 a O ca NEW GRouN� 4 �i ff `-I- `-T TEST WrLL j t LEGEND a d4 e d S CADWELD CONNECTION e t d e e ILE ` &'x 5/8" COPPER CLAD EQUIPMENTS ON MTS MF 4w &ROUND ROD (8' MAX SEPARATION, ADX 15' CONCRETE EQUALLY SPACED) ® BTS TEST WELL d &ROUND ROD BOND EACH CABINET TO GROUND RING NE T -MOBILE 241 WIDE BURNDY CONNECTION C LE Bmphoe [j #2 AW& TINNED SOLID BARE CU JUMPER EACH 5ECTiON OF (GROUND RINGS SHALL E BR1DC� BE 2'-6' BELOW GRADE) K X CHAIN LINK FENCE I K SITE GROUNDING PLAN n SCALE: LOWER MONOPOLE X GROUND BAR NEW 150'-0' MONOPOLE NEW TESTWE L X 2 I X NEW COLLECTOR l GROUND BAR l MOUNTED AT EACH ANTENNA ARRAY I NEW &ROUND RING ROUND MONOPOLE jj X I I I I I. X *I � I W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUNBURC. ILLINOIS 50193 ph. 18471 595.9640 tax. IB471 595-9985 T - -Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 f I 2 10.14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY gA ATE DA AR A SAS I TER P 551 B 57 DA 12/31 A2 GROUNDING PL DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 84 v SHEET } E-5 a O ca E,RAD FOAM SEAL 3/4' SGHED. 40 P.V.G. PICAL FROM EOUIPM"MT, POLE, OR PLATFORM TYPICAL GROUND 82 BGW GADWELD WIRE FOAM SEAL m PIPE END MIN. 50" MIN. GRADE TYPE BDOCA2 TYPE &AR -TG I' RING GROUND x2 AWG BGW v a TYPE Y6185 TYPE YA3GL-=TC90 BURNDY DETAILS 1 5GALE:NONE GROUND ROD COPPERWELD 5/8"1VX8'-O' LONG GROUND ROD SCALE, NOti G GRAVEL ThYi?Y/1Y�%jr TO GROUND RING GROUND WIRE_ PIPE SLEEVE 4 SCALE: NONE 5TAINLE55 STEEL HARDWARE LOCKWA5HER (TYPICAL) FLAT WASHER (TYPICAL) I/2'xi 1/2' HEX BOLT 0 ` NUT (TYPICAL) GROUNDING GABLE Il FLEVATIFI FV�ION GROUND BAR TYPE PT TYPE GR TYPE GT GROUNDING GABLE CEXP05ED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO SECTION 'A -A' INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) NOTE: I. 'DOUBLING UP' OR ^STACKING ' OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. NOTE. CADWELD -TYPES' SHOWN ABOVE ARE EXAMPLES CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADI,,ELDS TO BE USED FOR THI5 PRO -ECT. CADWELD TYPES 5 SCALE: NONE TYPICAL GROUND BAR CONNECTIONS DETAILS SCALE: NONE TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR FROM 5TANDARO ANDREW GROUND WIRE CONNECTION TO GROUND BAR AT ANTENNA __(j) SCALE! NONE TO ANTENNA GABLE WEATHER PROOFING KIT ANDREW V221215 (TYP) I COAX GABLE GROUNDING CLAMP KIT 26 AWG, STRANDED COPPER GROUNDING CONDUCTOR '11i TO GROUND TO PRIMARY CA51NET COAX CABLE GROUNDING DETAIL 7 5CA1-E: NONE W7m W-T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 50703 ph. (847) 805-3840 fax. 18471 805-0085 Ma mMo AJi1G 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 11114-02 FOR CONSTRUCTION 1 11-WO2 FOR CLIENT REVIEW AR 1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY p T E OA - AR A SAS RE TE P S GI Ate; ,2/31/02 GROUNDING DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET E-6 ANTENNA GABLE TO GABLE TRAY CONNECTOR WEATHERPROOPINS COMPARE KIT ( TYP. ) FROM ANTENNA 02 AWG BCW BONDED FRAME SUPPORT TO GROUND WIRE ALONG GABLE TRAY yy 2'2 AWG BGW 6ROVNOINS BAR l�EWTON. SIMILAR .TO WITHOUT i1�+I1LATORS, MOWTTED NEAR ANTENNA GROUND WIRE CONNECTION TO GROUND BAR AT ANTENNA __(j) SCALE! NONE TO ANTENNA GABLE WEATHER PROOFING KIT ANDREW V221215 (TYP) I COAX GABLE GROUNDING CLAMP KIT 26 AWG, STRANDED COPPER GROUNDING CONDUCTOR '11i TO GROUND TO PRIMARY CA51NET COAX CABLE GROUNDING DETAIL 7 5CA1-E: NONE W7m W-T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 50703 ph. (847) 805-3840 fax. 18471 805-0085 Ma mMo AJi1G 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 11114-02 FOR CONSTRUCTION 1 11-WO2 FOR CLIENT REVIEW AR 1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY p T E OA - AR A SAS RE TE P S GI Ate; ,2/31/02 GROUNDING DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET E-6 Ig" • S. 1.-S. F IAIN. UNEXCAVATED �JSZ J<}= I• = -I I- METALLIC Z o r Lu ' 11 �I I I—I I WARN 1 N6 TAPE J - -11 Ea �11 I I r-(2 TYPICAL) lu Ina IMIAMIEI _ II I 1 11 I I=1 I ELEC. CONDU I T ( 2) TELCO CONDUIT COMPACTED SAND 15' JKJPE TRENCH COMPACTED BACK FILL TO OR AS REO'D 45% PROCTOR DENSITY BY POWER / TELEPHONE CO. PARALLEL 1'-b' METALLIC I- --y WARNIN6 TAPE "e t• - I I i1= ( I TYP.) ISI UNEXCAVATED ? -j IU S J ly COMPACT TO 95% STD. n Lu I 011 PROCTOR DENSITY IL nof ELEC. CONDUIT COMPACTED SAND (2) TELCO CONDUITS 1 CI I1=1 -11 I 15' WI DE TRENCH OR A5 REO'D BY POWER / TELEPHONE CO. STAGKED ELECTRICAU TELCO TRENCH ) SCALE, N.T.S. 1) CABLE TRAY NOT SHOFW FOR CLARITY. 2) CONTRACTOR TO C4DORDINATE W/ANTP-NNA ON ANTENNA 4 COAXIAL C^BLE 60OUND BAR SPACING FOR PIOPER 6F=W:N6 HARD SHM.L GROUND KIT (TYP.) ( N) P I PE COL 5 TYPICAL (SEE DETAIL THIS SHEET wirl"'I UPPER ANTENNA GROUND BAR MOUNTED DIRECTLY TO TOYER WITHOUT INSULATORS COAXIAL CABLES HARD SHELL GROUND KIT (TYP.) LONER ANTENNA GROUND BAR (LOCATED DELON 1/0 ON ( E) OR (N) TOMER) MITH INSULATORS REF. NOTES SECTION 4 �ISNT N-3 TYPICAL COAXIAL GROUNDING 2 SCALE. N.T.S. PVC COMMIT PLUS PVC CONDUIT ABOVE GRADE CONDUIT SCHEDULE 80 PVS COUPL I N6 T4 GRADE � I [- REFER DETAIL 5/E-2 ULE D j ���p PVC SG"l-E.:!1 6ENERAL. 2' RADIUS MINB. f - 2X23' BUSS BAR SIZEM AS 9 HORIZONTAL RUNS OF ON LAYOUTS UNDERSROUND CONDUIT V OR 9D-12 LOVER BOX SHALL BE SCHEDULE 40 PVC UNDERGROUND 6ND. AND ROD CONI. (s/e•1 CONDUIT STUB UP b) TOP OF GRam TEST WELL SCALE N.T.S 3/5X6-1/4' S/11.V ALL THREAD ROD 617-09625 PVC CONDUIT PLUG PVC COND�lrcOUUNC AADNCRETE I6� Y PVC SCHOULE BO PVC SC�EDULE 40SIZE AS SHOWN 2' AMIN. ON LAYOUTS 512E AS S SHOWN ON LAYOUTS UNDERGROUND CONDUIT STUB THRU CON. PAD SCALE= N.T.S. SERVICE ENTRANCE RACEWAY (TOP OR BOTTOM FEED) IF BOLTED HUB OR SELF BONDING HUB is USED BOND-U?4PER 15 NM REQUIRED (TYPI GAL) NEUTRAL BUS NOTE, BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT 3/b' 6ALV. LAG SC K5 6L_5013 [0 /C' LAS SHIELD LS -6035 3/8' THREADED ItiE;-jLATGQ rT-spa S 1/494X12' BUSS BAR /bx3/4- 55 BOLT 68-0412.01 ss -0906 3/5' SS LOCK MASHER dpoAae6 3/bX3/4' 55 BOLT 0a6on�;Fjt%mE `55-�6 fst d 0n1� 1-1/4' U -FITTING 12AW6Xb' TINNED HIRE \ LEND W/THERMOriELP MT -5655-7 LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: W (9G')� 3/6' &ALV LOCK MASHER 6H-LO3- 5/5' 6ALV NUT GN -O3 12AHbXb' TINNED W LEAD HITNFJ41L71E.o MT -555-T n d o N7 C O e 11� HT -500 9 55 ANGLE ADAPTOR AA -SL GROUND AND BUSS BARS SCALE- N.T.S LEADS SHOHN SHORT FOR CLARITY ACTUAL LENGTH. b' (46') SURGE ARRESTOR GROUNDBAR B SCALE: N.T.S. If— 6ENERAL. NOTES: - 2X23' BUSS BAR d LOCATE GROUND ROD 2-(' 7 LT'W.OLE (OR 6dJ I VALENT) KD- I I MT -66'130.01 OFF CENTER TO PROVIDE V OR 9D-12 LOVER BOX ADEQUATE NORKING SPACE. 6ND. AND ROD CONI. (s/e•1 b) TOP OF GRam TEST WELL 12 5PL- CAD MELD TYPE 6T 3/5X6-1/4' S/11.V ALL THREAD ROD 617-09625 TO BE FLU5MED WITH CJD MOLD •STC161T LIGHT FINISHED SURFACE. CAD HELD METAL 14o ACONMTION N:) HOLDS ARE CADMELD HEAVY DUTY. i)--1 r- NOTE B LEADS SHOHN SHORT FOR CLARITY ACTUAL LENGTH. b' (46') SURGE ARRESTOR GROUNDBAR B SCALE: N.T.S. If— 6ROLMDED (NEUTRAL) 150 HATT SQUARE HALOGENON SWITCH 2' ENTRANCE CONDUCTOR —# SHALL BE A NEMA 3R METER SOCKET AND MAIN DISCONNECT LIGHT ENCLOSURE TER 200A MAIN BREAKER SERVICE D15CONNELT d I r a PLAN VIEW GROUND BUS BOLT UN15TRUT TO ELECTRICAL SERVICE GROUND ROD TO VERT. PIPES GROUND LEAD) �12 ELETR[C METER USE COWRETE BOOT (TYP.) SERVICE ENTRANCE GROUNDING 5 SCALE= N.T.S. 6ROUNP RIM TEST WELL SCALE. N.T.S. EIETRIC METER N/ SERVICE DISCONNECT UTILITY FRAME to SCALE. N.T.S. .,I DE ELEVATION 15' BELOW 6RADE FILL DA 240V 10 ERG. GEN. CEPTACLE I RECEPTACLE Dv I • m a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 50193 pIL 118471 8953840 f6:. 18471 896-9986 To • mMobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10.06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY s AT E 0* AR A $A G R P SI SIKH �Q D 12/71/02 GROUNDING DETAILS DATE: 09-28-02 Q Z SCALE:' AS NOTED o DRAWN: MJR W -T # T02388 Em7 r d O 0 150 HATT SQUARE HALOGENON SWITCH 2' TO PPC —# L16HT 6F1 t- RISER TO LIGHT 3'-O PLAN VIEW BOLT UN15TRUT TO VERT. PIPES ELETR[C METER W/ SERVICE DISCO UNISTRIUT TO ADJUSTED AS NEED TO ACCOMODAT METER t POSITI'b i BOX (IF USE DY CONNELTI 1 TO RACK LES TYPICAL 3'0 GALVANIZED STEEL PIPE ;. SBH. 40 GROUND LEAD CADYELD TO Y r Z r GROUND RING . rt TYPICAL 4 _ fl • EQUIPMENT ;. • ! ' GROUND ' 118 RING ERQhEl FLEVATIj2N 6' UTILITY FRAME to SCALE. N.T.S. .,I DE ELEVATION 15' BELOW 6RADE FILL DA 240V 10 ERG. GEN. CEPTACLE I RECEPTACLE Dv I • m a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 50193 pIL 118471 8953840 f6:. 18471 896-9986 To • mMobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10.06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY s AT E 0* AR A $A G R P SI SIKH �Q D 12/71/02 GROUNDING DETAILS DATE: 09-28-02 Q Z SCALE:' AS NOTED o DRAWN: MJR W -T # T02388 Em7 r d O 0 NOTES: 1. CONTRACTOR SHALL COORDINATE METER SOCKET LOCATION AND TYPE WITH POWER COMPANY. 2. CONTRACTOR SHALL PROVIDE METER AND 4'x5'x3/4' thK. PLYWOOD SHEET AND STEEL POSTS NEEDED TO MOUNT THE POWER METER AND TELCO BOXES 3. CONTRACTOR SHALL INSTALL CONDUIT AND WIRE TO THE PPG CABINETS AS REQUIRED. COIL WIRES, SEAL CONDUIT WIRE ENDS FROM MOISTURE INFILTRATION. LEAVE WIRE TO TERMINATE AT ELEC/TELCO CENTER, (MINIMUM OF 10 FEET). 4. EACH NEW METER SHALL HAVE ITS OWN 6ROUNDIN6 CONNECTIONS. 5. UNDERGROUND CONDUITS SHALL BE HW66 CONDUIT FROM POWER SOURCE TO METER, 6. CONTRACTOR MAY MODIFY KNOCKOUT HOLES IN EQUIPMENT CABINETS TO ACCOMMODATE THE REQUIRED CONDUIT SIZES. 1. SERVICE POWER SHALL BE (120/240V delta OR 120/208V wye 600A, t, 3W) 8. METER BASE SHALL BE INSTALLED WHERE IT 15 ACCESSIBLE FOR READOUT. THE NUMBER OF JAWS IN THE METER CKET AND THEIR ARRANGEMENT DEPENDS ON THE VOLTAGE SERVICE. Q. CABLE SIZES SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROP IF LONGER THAN 180FT. VERIFY CONDUIT SIZE WHEN CHANGING CABLE SIZE. 10. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT OF EQUIPMENT REFER TO VENDOR PRINTS PROVIDED BY MANUFACTURER. 11. ELECTRICAL CONTRACTOR TO FOLLOW UTILITY COMPANY'S MINIMUM REQUIREMENTS FOR METER 501-KET AT METER CENTER. 12. LINE CONDUIT MUST BE RIGID GALVANIZED OR IMC. COORDINATE SIZE AND NUMBER OF LINE CONDUITS WITH PNM. 13. SOCKET JAWS MUST BE MINIMUM OF 200 AMPS. 14. LOAD CONDUCTORS MAY EXIT EITHER TOP OR BOTTOM OF TENANT BREAKER SECTION. THEY SHALL NOT TRAVEL THROUGH OR EXIT OUT OF SOCKET SECTIONS OF MODULES. 15. ALL ENCLOSURES SHALL BE SECURELY MOUNTED TO PANEL. 16. CUSTOMER BUILDING NUMBER MUST BE PERMANENTLY PAINTED ON PROPER METER PANELS. 17. LINE BUS FEED MUST HAVE METAL BARRIER WHEN PASSING THROUGH TENANT BREAKER SECTION FOR SAFETY AND SECURITY. 18, TOP METER SHALL BE A MAXIMUM OF '12 In. FROM FINISHED GRADE. BOTTOM METER SHALL BE A MINIMUM OF 30 In. FROM FINISHED GRADE. 19. THERE SHALL BE A MINIMUM CLEARANCE OF 48 In, BETWEEN FRONT OF SOCKETS AND ANY WALL OR OBSTRUCTION. 20. ALL LINE FEED SECTIONS SHALL BE LOCKABLE AND SEALABLE BY LOCAL UTILITY COMPANY. 21. ALL UNITS SHALL BE COMPLETE WITH 5OCKET5 AND BREAKERS AT THE TIME OF INITIAL SET OF FIRST METER. 22. INDIVIDUAL BYPASS HANDLES REQUIRED FOR COMMERCIAL APPLICATIONS. 3'x4'x12' DEEP TELCO DEMARG (IF REQUIRED) 2-2' CONDUIT - TO VS CABINET 1-2' POWER — CONDUIT TO VS CABINET 2-3' CONDUIT— TO ONDUIT—TO TELCO SOURCE V5. ELECTRIC METER METER-PAK METER CENTERS TELCO DEMARC ENCLOSURE PLAN VIEW 6._0, BOLT UNISTRUT TO VERT. PIPES W/ 1/2' TO 5/8' U -BOLT 50JARE-0 METER-PAK METER CENTERS 20OAMP/ POSISITION I 400 AMP MAIN V a RUBBER v a END CAPS U a >r a r .,, USE CONCRETE F• 'Y 1,3 BOOT (TYP.) to FRONT ELEVATION 800A DETER CENTER _o SCALE: N.T.S. 2-3' CONDUIT TO POWER SOURCE 3'0 GALVANIZED STEEL PIPE SGH. 40 SIDE ELEVATION 3' X 4' X12' TELCO DEMARC ENCLOSURE 2 - 3'PVC 56H. BO TO EXISTING TELCO SOURCE NOTE: 1. ALL MATERIALS TO BE HOT DIPPED GALVANIZED. 2. CONTRACTOR TO PROVIDE ALL ENCLOSURES AND A55MIATED ITEMS ON THIS PAGE. 3. TELCO DEMARC CABINET MUST MEET THE FOLLOWING SPECIFICATIONS. 3'x4'xl2' DEEP, NEMA 3R RATING, HINGED DOORIV/ LOCKABLE HANDLE, 3/4' PLYWOOD BACK BOARD AND INTERIOR GROUND BAR W/ 6ROUND LEAD TO 5/8' COPPER CLAD GROUND ROD 4. ALL CONDUIT SW-. 80 ABOVE 6RADE. W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMRURG, ILLINOIS 00103 ph. 18471895-3W lax. 18471 1195-9985 T - •Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW ARI 005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY u 2 DATE: 09-28-02 Z SCALE: AS NOTED o0 DRAWN: MJR 3 W -T # T02388 m m S I SHEET Em8 R 6 U CONFIGURATION CITY BASIC a D EXTRATALK pC/PSITE Q" d ❑ 5' GONG. SLAB -ON -GRADE OVER 5" OF HELL COMPACTED EXTENSION — — — — — — rE --- -- ------------ — GLEAN SELECT F I Li RE I NFORGED #5 12" O.G. EACH KAY AT MID WIDTH ° 30.3 IN I 30.3 IN ❑ I Q DEPTH, REFER TO 6EOTEGHNICAL # — —I a 4 43.1 IN I ° I REPORT FOR FILL REQUIREMENTS / 11[ 11 PROV I DE HOOKS A51 1 a d 224.9 LBS SHOWN TOP 4 BOTTOM 4 G / / 1 19 05 TYPICAL ` I dl d ��--- . // < WITH AFX'S AND AIR 630.6 LBS !1 CONDITIONER Ili i 1 - [ - - - - - - - - FUTURE 1 NOK I A EXTENSION NOK I A EXTEN51 ON NOK I A EXTRA TALK NOK I A CITY TALK 161.2 LBS 116.7 LBS I CONDITIONER (GITYTALK+) MAXIMUM OPERATIONAL WE16HT I EQUIPMENT EQUIPMENT AG/DC BASK 604.2 LBS 595.4 LB5 61 CABINET CABINET 517E SUPPORT CABINET CABINET MAXIMUM OPERATIONAL WE16HT 1 WITH RTG5 AND HEAT 721.2 LB5 / L------ EXCHANGER (GITYTALK+) k lj < 1000kg/m2 MAXIMUM FLOOR LOAD (204.8 L55/FT2) a d a 1 I i DETAIL 2 THIS SHEET 1 I a 4 1 - - - - - 4 ° 4 TYPICAL CORNER BAR AT GRADE BEAM PLAN VIEW TYPICAL PLAN VIEW OF SLAB WITH EQUIPMENT 4 SCALE: N.T.S. SCALE: N.T.S. 5 CONFIGURATION CITY BASIC GITYTALK EXTRATALK pC/PSITE CABINET EXTENSION SUPPORT CABINET CABINET WIDTH 30.3 IN 30.3 IN I 30.3 IN DEPTH WITH HEAT EXGHAN6ER 34,7 IN 34.1 IN DEPTH WITH AIR CONDITIONER 43.1 IN 43.1 1N 43.-1 IN CABINET NEI6HT WITHOUT UNITS, DOORS, ROOF, HEAT EXCHA6ER, OR 224.9 LBS 198.5 LBS 180.8 LBS AIR CONDITIONER MAXIMUM OPERATIONAL NE16HT WITH AFX'S AND AIR 630.6 LBS 582.1 L55 CONDITIONER MAXIMUM OPERATIONAL WEI6HT W 1 TH AFX' S AND A 1 R 161.2 LBS 116.7 LBS 882 L55 CONDITIONER (GITYTALK+) MAXIMUM OPERATIONAL WE16HT WITH RTG5 AND HEAT 604.2 LBS 595.4 LB5 EXCHANGER MAXIMUM OPERATIONAL WE16HT WITH RTG5 AND HEAT 721.2 LB5 721 LB5 EXCHANGER (GITYTALK+) lj < 1000kg/m2 MAXIMUM FLOOR LOAD (204.8 L55/FT2) EQUIPMENT WEIGHT & SIZES SCALE: N.T.5- 3' 7YP. CLEARANCE CHAMFER TYP 6' COMPACTED FILL REFERENCE 6EOTEGHNICAL REPORT FOR SUB6RADE PREPARATION TYP. CLEARANCE #5 TOP 4 BOTTOM #3 STIRRUPS o18' OG. #3 MAT 12' OC. #5 CORNER BARS TOP 4 BOTTOM TYPICAL GRADE BEAM SECTION SCALE: N.T.5. B75 CABINET (TYPICAL) 1/2" Q EXPANSION BOLT OR SLEEVE ANCHOR EMBED MINIMUM 3/4" PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4) TYPICAL MOUNTING r ON CABINET TO SLAB G) 0 SCALE: N. T. 5. %i a= W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCHAUYBURO, ILLINOIS 80103 ph. 18471 805-3840 fax. 18471 805-0085 MTN a mMobfle 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10.14-02 1 FOR CONSTRUCTION 1 1D-06-02 I FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY y� P• T E OA, AR A AS GI EKED P SION s DAM- 12/31/02 DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET s _ TOP OF CONCRETE PAD 1 . c i c i TYPICAL MOUNTING r ON CABINET TO SLAB G) 0 SCALE: N. T. 5. %i a= W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCHAUYBURO, ILLINOIS 80103 ph. 18471 805-3840 fax. 18471 805-0085 MTN a mMobfle 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10.14-02 1 FOR CONSTRUCTION 1 1D-06-02 I FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY y� P• T E OA, AR A AS GI EKED P SION s DAM- 12/31/02 DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET s _ STRUGTUf2AL NOTE-: CODES 4 STANDARDS 1. 199-1 SB - 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AGI 318-95 3. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, AGI 302.1R-89 GENERAL I. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO 5E6INNIN6 WORK, AND NOTIFY THE OWNER OF ANY 6ONDITION5 DIFFERENT THAN THOSE SHOWN IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF DIMENSIONS AND FOR THE PROPER FIT -UP OF THE TOWER AND EQUIPMENT BUILDING FOUNDATIONS. 3. CONTRACTOR SHALL FOLLOW THE CONSTRUCTION GUIDELINES PROVIDED IN THE 6EOTE6HNIGAL REPORT. S fi2UCTURAL F 1 LL SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY 51TE PREPARATION AND 1N AREAS WHERE REQUIRED TO BRING 6RADE TO PROPER ELEVATION. 2. PRIOR TD PLACING REQUIRED FILL MATERIAL,REMOVE FROM THE SITE ALL COBBLES, BOULDERS, AND VEGETATION, AS WELL AS OTHER DELETERIOUS MATERIALS, INCLUDING ANY LOOSE OR EXCE551VELY ORGANIC MATERIAL FROM THE EXISTING 5UB6RADE. THIS MATERIAL SHOULD BE STRIPPED TO A MINIMUM DEPTH OF 6 INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES SHALL THEN BE INSPECTED BY PROBING, TESTING, AND PROOF -ROLLING AS SPECIFIED IN THE GEOTECHNICAL EXPLORATION REPORT. PROOF -ROLLING PROCEDURES SHOULD BE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. 3. THE EXPOSED SU56RADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING STRUCTURAL FILL. 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LE -55 THAN 40. GRADATION OF MATERIAL SHALL BE AS FOLLOWS: NO PARTICLES GREATER THAN 3 INCHES PERCENT PASSING NO. 4 SIEVE 40%-80% PERCENT PASSING NO. 40 SIEVE 10%-50% PERCENT PASSING NO. 200 SIEVE LE55 THAN 20% 5. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS, WATERED AS REQUIRED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY A5 DEFINED IN TXDOT TEST METHOD TXDOT-113-E AT A MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. 6_ COMPACTION AND MOISTURE CONTENT OF SUBC-RADE AND EACH LIFT OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BY A 6EOTEGHNICAL ENGINEER. "1. PROVISIONS FOR DRAINAGE AND MAINTENANCE SHALL BE AS PER THE 6EOTECHNICAL EXPLORATION REPORT. A�3 hl -f, A[JE F ]SJ1dE7A ] CNS I. 5LAB-ON-6RADE FOUNDATIONS ARE DE516NEP TO BEAR ON WELL COMPACTED, GLEAN FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1.1 K5F FOR THE EQUIPMENT BUILDING, AS PER THE 6EOTEGHNIGAL EXPLORATION REPORT. THE SELECT STRUCTURAL FILL SHALL BE A MINIMUM DEPTH OF 8 INCHES BELOW FINISHED GRADE ELEVATION AS PER 6EOTEGHNICAL EXPLORATION REPORT. 2. SLAB -ON -GRADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REQUIREMENTS AND ENGINEERING DE -516N FOR SITE PREPARATION, DRAINAGE,AND MAINTENANCE. 3. PLACE A 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED 50IL PRIOR TO PLACING FOUNDATION SLAB. 4. REFER TO PLANS FOR STIFFENED 5LAB-ON-GRADE DIMENSIONS, THICKNESS, AND REINFORCING. STRUCTURAL NOTES FOR CONCRETE SLAB SCALE: N.T.5. C A A f N P AG1=,,.xr ONi iQF T E I. CONCRETE DESIGN AND REINFORCEMENT IN AGGORDANGE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AGI 318-95 AND HITH "DETAILS AND DETAILING OF GONGRETE REINFORCEMENT", AGI 315-80, REVISED 1985. 2. ALL CONCRETE WORK SHALL BE IN AGGORDANGE WITH "SPECIFICATIONS FOR 5TRUGTURAL GONGRETE FOR BUILDINGS" AGI 301-89. 3. NO CONCRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE REVIEN OF THE ENGINEER. 4_ CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. 5. PLACING OF GONCRETE IN PIERS SHALL BE THROUGH "ELEPHANT TRUNK" TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE CONCRETE DOES NOT EXCEED b FEET. ALTERNATE PLACEMENT METHODS OF CONCRETE, WITH OR NITHOUT ADMIXTURES, SHALL NOT BE USED UNLESS APPROVED BY THE EN6INEER. b. CAST IN PLACE CONCRETE SHALL BE NORMAL HEIGHT CONCRETE WITH A DESIGN STRENGTH OF 3,000 P51 AT 28 DAYS, AND A SLUMP BETWEEN 3" AND 5". CONCRETE REiNFORCI_NG I. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A.S.T.M. SPECIFICATION A615 GRADE 60. 2. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL 3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO AGI DETAILING STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALL5 DETAIL REINFORCING AS FOLLOWS: a) LAP TOP REINFORCING BARS AT MID SPAN. b) LAP BOTTOM REINFORCING BARS AT THE SUPPORTS. c) LAP REINFORGIN6 BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) STAGGER SPLICING OF HORIZONTAL REINFORCING 48" e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE WELDING OF REINFORCING STEEL WILL NO T BE PERMITTED. b. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. '1. THE FOLLOWIN6 MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS: o) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' b) CONCRETE EXPOSED TO EARTH OR HEATHER 1) #b THROUGH #18 2.0- 11) #5 AND SMALLER 1.5" 8. ALL REINFORCING ACCE55ORIE-5 SHALL BE BTAINLE75 STEEL, GALVANIZED, OR PLASTIC TIPPED U J J a O 1 C7 z co w z 0 U Z 0 U 7 m v ffm W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMSUR6, ILLINOIS E0103 ph. 15471 895-3640 lss. 18471 BV5.8985 To m *Mobilew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 5I N T E OAl STERED P (3 SION 8 P A pA 72/3/02 NOTES DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR FW --T# T02388 SHEET S1111112 :C.S M i NOS711W N N -:W17 I - — °91�.. `mss lr• c9N �`. 31 1 ILL11. ;�15 a I � AV- - I. fTL A�,,o c�a NA O o` Q �. a I � AV- - I. fTL c�a NA i U N � All,c•r: sn O o` Q �. Ld 1 � . j i• *C1 W� o vW� PROJECT TYPE r NEW 150'-0" MONOPOLE WITH NEW RELATED UNMANNED r COMMUNICATION EQUIPMENT AT 6RAD.E LEVEL. DRIVING DIRECTIONS FROM T -MOBIL -c OFFICE f1-630 a 1-430) I-630 EAST TO I-50 SOUTH. EX1T AT ROOSEVELT. AT THE ` WTTOH OF THE RAMP AT THE TRAFFIC, LT6HT, PROCEED STRAIGHT AVW55 R005_/ELT FIHICH PUTS YOU ON SHE2F•IAN STREET. AND FROG= SOUTH ON SHEl2I" TO OZARK Bw I PMENT ON THE IRI UHT . THIS S•r1ET is AKA INTERSTATE 30 STREET. 0 I T 0 !Mobile 0 1307 i 13U I LD I N6 GODE5 : 2000- INTE37NATIONAL BUILDING GORE 2000- INTONATIONAL FIRE CODE 65 - fes.- • Ig9b- NEC, NATIONAL 1=LECTRIC, CODE - , � GAJ_!_ HEirOF2E D i S6I N6 r ,jaf ARKANSAS ONE -GALL SYSTEM I -800-482-8g98 SCAB: NONE - SITE DATA LATITUDE: 34" 43' 10" N (NAD 83) SITE LOCATION LATITUDE: 34.11q! 44 444 N MAD 83) r n ;{rte � L OF > -4enn fit - +' '031 LONGITUDE: 92° 16' 13" W MAD 83) �• `'�`>gPacahcrafgs�% jr "� o---___•F�td$S'�z:re i `IITI�03�q r"" Lafe r !Ee .... LONGITUDE: C12.21 W (NAD 83) iSEa1i ' f'•r ae.:._ jj o i "} ELEVATION: 254.91' `� ? r _ .� 4 : 'r G1 tnadEak� I -'M g i gsd�CiD ] NC4Ybt Black Rack p y Steele : _..• _' DATA OBTAINED FROM 5r -IP FAXED 9/27/02 :.. 11z 1{ Cbliege C7Ty r?r�yu, •/ r, 'r.T':p LA)'/E eragauit°--?' r L'M .nd6 �Coaer --Fowl kesa [1Cf3iLirJIlblJrg j Q r �('! " f SsL e:: r� y ; 6Strawberry ^83 r _�` - s- , , , -DYER 3 a!I ~.STONE IZ3kRD : s- _ ' C~2 GiHEAD I.�a 1,�i"r. y yt Bono Mountain tiTirhbo 400 49 FA+Est RiChwooCis A aGainsbvrvc i °dtlian employ ° _,..- B,atesvllie Tuckeman 1 '� : r" • • ter'.` __ia f. Y, z / S f �.Cjs[ ZcP .. 1�LlDERD'�LE- 18'41ey �TvI� �oncaraa��QcHuea Y.r Rvsie I drubbs ; � ' ` ,�• r H tjleVi O� A•. j 7 E � riti, AN 81 -REN ° � Hebex �Y 'Dr ascl� F � � � rti�slaineraj � Marrisbtxeig Per . :: II�P.tND, NCl r f ,'viCSON / r ° N i 1, ` BtiDECi_ ie Coyington a ab a a i Springs - r ; ' ' == -T «:r - _ a r P 01 N &ETT ; �{. Sf8nti7T1 �' CLE6URi51i _ 167 TIPTON M� Quitman Pangburn fohds p I ; , : _ : Fiose_P Igs (cl'tl�i' Ct'lerrjf. ' ;�lllilnC�tOR� .-.i � ,• � -:-•--..._..- BatdFCrtO,� _'fdge Vdlleyr Searcy ` � '�'-,_Paitejson . -C R OSS .rtes s qH By---� Sdmerville_ a -Greenbrier ° dug ° f64 `_ r . l r...- - L}-cL.x •- a r,e 4 Rl •TEf+iDa<N ter;:} r` ads': -� �'�-FA.YETTE R.-]fi E = �-ry '� SIVC7C)DRUbTr r t � iN>�st'lHerrlphlS'. ct' r �'artlett o FAUI_ICNER ae �: ` oCoit ti k _z_ - - =�+ ="` '_ . = ` - - V��flliSton '- U-- _= NOTE: THESE PL-AN5 HAVE BEEN FFEPAREP TO SGALE ON 11" X 17' FOF&IAT. ALL COPIES OF THESE PLANS OTHER THAN 11" X 17" HAVE BEEN REVUGFD OR ENL_AR6ED . APPROVED FOR CONSTRUCTION PROPERTY OWNER OR REP, RF ZONING NETWORK GONSTRUGTION CONTRACTOR OPERATIONS SITE ACQUI5ITION SHEET INDEX W. Na SITE NUMBER T-1 TITLE SHEET N-1 GENERAL NOTES AR1005"B VICINITY MAP y C-1 ILJLf C-2 SITE PLAN C-3 C- A ENLARGED SITE PLAN ELEVATMNDETAILS C_s ICE BRIDGE DETAILS SITE NAME ANTENNA SCHEDULE C-7 . . r C-8 OZARK EQUIPMENT E -I ELECTRICAL / TELCO PLAN E-2 ELECTRICAL / TELCO RISER 6 NATES E-3 = Irk_ E-4 GROUNDING RISER DIAGRAM E-5 SITE ADDRESS/911 ADDRESS 31001-30 .' Little Rock, AR 72206_ :1 - _ E-7 3 100 INTERSTATE 30 LITTLE ROGK , ARKANSAS "12206 ' METER CENTER S-1 S-2 CONCRETE PAD DETAILS NOTES PULASKI COUNTY 1307 i 13U I LD I N6 GODE5 : 2000- INTE37NATIONAL BUILDING GORE 2000- INTONATIONAL FIRE CODE 65 - fes.- • Ig9b- NEC, NATIONAL 1=LECTRIC, CODE - , � GAJ_!_ HEirOF2E D i S6I N6 r ,jaf ARKANSAS ONE -GALL SYSTEM I -800-482-8g98 SCAB: NONE - SITE DATA LATITUDE: 34" 43' 10" N (NAD 83) SITE LOCATION LATITUDE: 34.11q! 44 444 N MAD 83) r n ;{rte � L OF > -4enn fit - +' '031 LONGITUDE: 92° 16' 13" W MAD 83) �• `'�`>gPacahcrafgs�% jr "� o---___•F�td$S'�z:re i `IITI�03�q r"" Lafe r !Ee .... LONGITUDE: C12.21 W (NAD 83) iSEa1i ' f'•r ae.:._ jj o i "} ELEVATION: 254.91' `� ? r _ .� 4 : 'r G1 tnadEak� I -'M g i gsd�CiD ] NC4Ybt Black Rack p y Steele : _..• _' DATA OBTAINED FROM 5r -IP FAXED 9/27/02 :.. 11z 1{ Cbliege C7Ty r?r�yu, •/ r, 'r.T':p LA)'/E eragauit°--?' r L'M .nd6 �Coaer --Fowl kesa [1Cf3iLirJIlblJrg j Q r �('! " f SsL e:: r� y ; 6Strawberry ^83 r _�` - s- , , , -DYER 3 a!I ~.STONE IZ3kRD : s- _ ' C~2 GiHEAD I.�a 1,�i"r. y yt Bono Mountain tiTirhbo 400 49 FA+Est RiChwooCis A aGainsbvrvc i °dtlian employ ° _,..- B,atesvllie Tuckeman 1 '� : r" • • ter'.` __ia f. Y, z / S f �.Cjs[ ZcP .. 1�LlDERD'�LE- 18'41ey �TvI� �oncaraa��QcHuea Y.r Rvsie I drubbs ; � ' ` ,�• r H tjleVi O� A•. j 7 E � riti, AN 81 -REN ° � Hebex �Y 'Dr ascl� F � � � rti�slaineraj � Marrisbtxeig Per . :: II�P.tND, NCl r f ,'viCSON / r ° N i 1, ` BtiDECi_ ie Coyington a ab a a i Springs - r ; ' ' == -T «:r - _ a r P 01 N &ETT ; �{. Sf8nti7T1 �' CLE6URi51i _ 167 TIPTON M� Quitman Pangburn fohds p I ; , : _ : Fiose_P Igs (cl'tl�i' Ct'lerrjf. ' ;�lllilnC�tOR� .-.i � ,• � -:-•--..._..- BatdFCrtO,� _'fdge Vdlleyr Searcy ` � '�'-,_Paitejson . -C R OSS .rtes s qH By---� Sdmerville_ a -Greenbrier ° dug ° f64 `_ r . l r...- - L}-cL.x •- a r,e 4 Rl •TEf+iDa<N ter;:} r` ads': -� �'�-FA.YETTE R.-]fi E = �-ry '� SIVC7C)DRUbTr r t � iN>�st'lHerrlphlS'. ct' r �'artlett o FAUI_ICNER ae �: ` oCoit ti k _z_ - - =�+ ="` '_ . = ` - - V��flliSton '- U-- _= NOTE: THESE PL-AN5 HAVE BEEN FFEPAREP TO SGALE ON 11" X 17' FOF&IAT. ALL COPIES OF THESE PLANS OTHER THAN 11" X 17" HAVE BEEN REVUGFD OR ENL_AR6ED . APPROVED FOR CONSTRUCTION PROPERTY OWNER OR REP, RF ZONING NETWORK GONSTRUGTION CONTRACTOR OPERATIONS SITE ACQUI5ITION SHEET INDEX W. Na m T-1 TITLE SHEET N-1 GENERAL NOTES N -e GENERAL N17TES N-3 GENERAL C-1 SITE SURVEY C-2 SITE PLAN C-3 C- A ENLARGED SITE PLAN ELEVATMNDETAILS C_s ICE BRIDGE DETAILS C-6 ANTENNA SCHEDULE C-7 WORD FENCE DETAIL C-8 ACCESS DRIVE E COKPCUND DETAILS E -I ELECTRICAL / TELCO PLAN E-2 ELECTRICAL / TELCO RISER 6 NATES E-3 ELECTRICAL HII7ES E-4 GROUNDING RISER DIAGRAM E-5 GRGUNDING PLAN E-6 GROUNDING DETAILS E-7 GROUNDING DETAILS E-8 METER CENTER S-1 S-2 CONCRETE PAD DETAILS NOTES PROJECT SUMMARY SITE INFORMATION LANDLORD JURISDICTION. GIN OF LITTLE ROCK R41( PROPERTIES, L.L.G. OCCUPANCY, Alp,® 3100 INTERSTATE 30 ZONINS: I2, INDUSTRIAL LITTLE ROCK, AR -12206 CANSTR7GTION TYPE: NEN MONOPOLE CONTACT: Ir-� CARTER TAX PARCEL*. 54L-253-00"001-00 PHONE, (501) 376-4275 OR ( 501) 60-7-3003 CONSULTANTS PROFESSIONAL ENGINEER SURVEYOR K -T COMMUNICATION VE5I61N 6ROUP, LLC H 4 5 SURVE'YIN6 3q EAST SCuLL•r DRIVE 201 N. 5I0KFOfm 6CHAUFEUR6, ILLINOIS 601'3 P.O. BOX 391 CONTACT. KEITH KAND05KE EL RENO, OK 75036 PHONE, (847) bq5-3640 PHONE: 405-262-024' FAX: 405-262-5107 n Ylnnla - 6eeb _; r Caldwell -~tij-Tf rycReBl]l Tpvl@}7i1-1I=�,.- r°a-!ur+ e.le;-r+ r$�4-•=: . iCelld "£sr�°na • iMt a�fi.?�3s 41.s~E-•^-.:.' . /. iY4:s3� ir'7. E ' 73hfa�Y flS^l-plr�ie�yr%�isltls aI11e . ARKANSAS O LL AC GON7RAGTORTO GA1 48H OJR S`Armin ,$;mixQ�son"rHBEFORE DI66IJ6 Cabot CALL ARKANSAS ONE -GALL SYSTEMs ST:FRANC-� s Ovifr .� a r � Fo�tiy91B aJ ksvniIle-—elta.Ridge PHOW, (800) 4b2-ag46 �3akleyHaynesTCIT718T L-0CATO.5TO Br USED evt n I LittON ALLSITE5. ICA ,41 S��S1_PI �. Layi#le-� 1n•90l4E L :aef Claren E Goldwater SCALE: 1" = 50 MILES APPLICANT T-MMILE 12120 COLONS. GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 CONT'AGT PF.3da4N: 7.ONIM6 MANAG-r-R STRUCTURAL ENGINEER ANALYSIS AND DESIGN OF TOkaR AND FOUNDATION BY OTHERS. L UTILITIES POWER COMPANY TELCO COMPANY enl5w *q 134TERGY COURT LITTLE ROCK, ARKANSAS SOUTHPESTMFRN BELL 1111 CAPITOL, ROOM 465 LITTLE ROCK, ARKANSAS '72201 72212 _ ?- Plf SCfl=3T3=51 '2 ; is.e PH, 501 -i54•�165 7. mr=T W -T COMMUNICATION DESIGN GROUP, LLC 3U E. SCULLY DRIVE SCHAUMIBURG. ILLINOIS 80195 ph. (847) 805-3840 fox. (847) 8450885 Z w •Mobile• 12120 COLONEL GLENN ROA[ SUITE 1000 LITTLE ROCK, AR 72210 2 10-14,12 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3tQt3 I[-TEP.STATE 30 LITTLE FLOCK, AR 72205 PULASKI COUNTY S, N T E 0 .'L n IA R ST - E 10 lis FSP \r ( 12/31/02 TITLE- SHIET DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR =W -T#02388 SHEET r a 0 0IV1510N I - GENERAL REQUIREMENTS PART I GENERAL IS INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. B. THE DRA4,4I1465 AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPE61FIED IN BOTH. G. THE INTENTION OF THE DOCUMENTS 15 TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE GONTRACT. D. THE PURPOSE OF THE SPECIFICATIONS 15 TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 12 CONFLICTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE 51TE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING GONGERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. G. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED A5 AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK. 13 CONTRACTS AND WARRANTIES A. CONTRACTOR 15 RFSPON5IBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. B. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR ADD'L DETAILS. IA STORAGE ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 13 GLENN UP A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK GLEAN AND READY FOR USE. B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, 5MUDGES AND OTHER FOREIGN MATTER. I. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, H05E DOWN THE EXTERIOR OF THE STRUCTURE. G. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, 5MUD6E5 AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/CE I L I NS. I. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, 5TAIN5 AND DIRT FROM FINISHED SURFACES. I.6 CHANGE ORDER PROCEDURE A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER WITHIN 24 HR5 FOR APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROGEDURE5 REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 13 RELATED DOCUMENTS AND COORDINATION A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE - CONTRACTOR. 1.5 SHOP DRAWIN65 A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR APPROVAL. B. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND GUT SHEETS WHIGH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF GUT SHEETS. 1.10 QUALITY ASSURANCE A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: , I. ANSVEIA - 222 - F 2. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL INC 1491. 3. NATIONAL ELECTRICAL CODE (NEC-) WITH LOCAL AMENDMENTS 1999. 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS. 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AI5G). 6. LIFE SAFETY CODE NFPA-101-2000. 1.11 ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL A5515N A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THI5 PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK. G. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THI5 WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER CONTRACTOR LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THI5 EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER NOR WILL WIRELESS SERVICE BE ARRANGED. E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL WPC5 SAFETY REQUIREMENTS IN THEIR AGREEMENT. F. PROVIDE WRITTEN DAILY UPDATES ON 51TE PROGRESS TO THE OWNER. 6. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT 15 REQUIRED PRIOR TO START OF CONSTRUCTION. H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LE55 THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. I. GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS OF GONSTRUGTION; BEFORE d AFTER PHOTOS OF CONSTRUCTION FROM ALL SIDES, IN51DE AND OUTSIDE OF COMPOUND. J. IN THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL PATCH, REPAIR AND REPAINT ANY AREA THAT HAS BEEN DAMAGED DURING ALL PHASES OF PROJECT. K. GENERAL CONTRACTOR TO PROVIDE COPIES OF ALL INSPECTION RELEASES FROM THE GOVERNING MUNICIPALITIE5 WITHIN 45 HDUR5 AFTER CONSTRUCTION. 1.12 INSURANCE AND BON05 A. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND L15TED AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGE'S TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES. G. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. 02830 FENCE (IF REQUIRED) PART I GENERAL 1.1 WORK INCLUDED: REFER TO THE SITE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO BE INSTALLED. 12 QUALITY ASSURANCE A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATIONS WILL BE GALVANIZED OR STAINLESS STEEL WEIGHT OF ZING COATING ON THE FABRIC SHALL BE NOT LESS THEN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN &R -ADE E ZING Lb OUNCES PER SQUARE FOOT. 13 5EQUENCIN6 A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION. FENCE P05T EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 1.4 SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATION OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MEET. 13 APPLICABLE STANDARDS A. A5TM-A53 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZING COATED (GALVANIZED) WELDED AND SEAMLE55 FOR ORDINARY USES. B. A5TM-A123 ZING (HOT -DIPPED GALVANIZED COATING ON IRON AND STEEL PRODUCTS. G. ASTM-AI53 STANDARD SPECIFICATION FOR ZING COATING (HOT DIP) ON IRON AND STEEL HARDWARE. D. A5TM-A329 SPECIFICATION FOR ZING -COATED STEEL CHAIN LINK FENCE FABRIC. E. A5TM-A653 STANDARD SPECIFICATION FOR STEEL SHEET ZING COATED (GALVANIZED) BY THE HOT DIPPED PROCESS. F. A5TM-A5-10 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. G. FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND P05T METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES. PART 2 PRODUCTS 2.1 FENCE MATERIALS A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE TWD -INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148') WIRE. VERIFY HEIGHT WITH PROJECT MANAGER. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS I. G. NOT USED. D. ALL P05T5 SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE I ASTM A-53 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD). I. LINE 1-1/S INCHES 2. CORNER 3 INCHES 3. &ATE 3 INCHES E. NOT USED. F. ALL TOP AND BRACE RAILS SHALL BE 1-1/4' DIAMETER SCHEDULE -40 MECHANICAL-5ERVIGE PIPE. FRAMES SHALL HAVE WELDED CORNERS. G. NOT USED. H. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY U5E OF GATE BRACE CLAMPS. I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 05 -DEGREE ATTACHMENT, OR EQUAL. J. THE GUIDE (LATCH ASSEMBLY SHALL BE MERCHANTS METAL MODEL 2083, OR EQUAL. K. LATCHES, STOP AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. L. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION. M. DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR WITH DOME GAP. N. A NOA GAUGE ZING COATED TEN51ON WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. 0. PLACE A SIX INCH BY 1/2' DIAMETER EYEBOLT TO HOLD TENSION WIRE AT LINE POSTS. P. STRETCHER BARS SHALL BE 3/16" BY 3/4' OR HAVE TRU55 ROD WITH TURNBUCKLES. Q. ALL CORNER &ATE AND END PANELS SHALL HAVE A 3/5' TRUSS, ROD WITH TURNBUGKLE5. R. ALL P05TS EXCEPT SATEP05T5 SHALL HAVE A COMBINATION GAP AND BARBED WIRE SUPPORTING ARM. GATEPOSTS SHALL HAVE A DOME GAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIP -5. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME GAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARMS. V. ALL GAPS SHALL BE CAST STEEL. PART 3 EXECUTION 3.1 INSPECTION: EXCAVATE P05T HOLES PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 32 INSTALLATION A. P05T FOUNDATIONS SHALL HAVE A MINIMUM 51X -INCH CONCRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ON INCH IN EIGHT FEET. G. AT CORNER POSTS. GATEPOST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CLIPS AT 15 INCH INTERVALS. D. AT LINE P05T5, FABRIC SHALL BE ATTACHED WITH BAND GLIPS AT 15-INGH INTERVALS. E. ATTACH FABRIG TO BRACE RAILS, TENSION WIRE AND TRUSS 8005 WITH TIE CLIPS AT TWO -FOOT INTERVALS. F. A MAXIMUM CAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LIKE FABRIC AND THE FINAL GRADE. G. SATES SHALL BE INSTALLED 50 LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CONCRETE FOR FENCE P05T5 SHALL HAVE A MINIMUM OF 3000 -PSI BREAKING, 5TREN&TH AT 25 DAYS. 33 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CU75 OR GALVANIZING BREAK5 WITH ZING -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DMVE SCHAUMBURG, ILLIN0I6 80193 ph. 4847) 8953540 tax. 18471 696-9986 T • •MobIIew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 11 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY U J 1u s aca D O DAA 62/31!42 (7 a GENERAL NOTES w. 0 o r DATE: 09-28-02 Z SCALE: AS NOTED o DRAWN: MJR W -T # T02388 } M, SHEET N-1 DIVISION Ib- GENERAL ELECTRIC, GENERAL ELECTRICAL PROVISION 1„ DEFINITIONS A. A05 -ANTENNA GROUND BAR B. AWG -AMERICAN WIRE GAUGE G. EMT -ELECTRICAL METAL TUBING D. M613 -MASTER GROUND BAR E. PVC -POLY VINYL CHLORIDE F. RFI -RADIO FREQUENCY INTERFERENCE 6, THW-LETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION THAT 15 A MOISTURE AND HEAT RESISTANT THERMOPLASTIC WITH A MAXIMUM OPERATING TEMPERATURE OF 15 DEGREES CELSIUS OR 161 DEGREES FAHRENHEIT. 2. SUBMITTAL OF BID INDICATES CONTRACTOR 15 COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THI5 CONTRACT. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND ACTUAL CONSTRUCTION_ CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE EN6INEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCY'S 4. HEI6HT5 SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. b. ELECTRICAL SERVICE 120/240 SINGLE PHASE 3 WIRE 200 AMP SERVICE. 1. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD. PULL BOX, J -BOX SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OS.H.AJ. 8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. OF A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 9. ALL MATERIALS AND EQUIPMENT USED SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH CLA55 OR GROUP OF EQUIPMENT. 10. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARD ESTABLISHED BY ANSI, AND NEMA II. ALL TELCO CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR BURIAL UNLE55 OTHERWISE NOTED. 12. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O5.HA. 13. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 14. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 15. ALL TELCO CONDUIT SHALL HAVE A PULL WIRE OR ROPE. Ib. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB, 5HOWING ACTUAL DIMENSIONS, ROUTING AND CIRCUITS. Il. ALL BROCHURES, OPERATING MANUALS, GATALOC75, SHOP DRAWINGS, ETC„ SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 18. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10.000 A.I.G. 19. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. ?0. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES WITH U.L. LISTED MATERIAL. 21., WIRE AND GABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLE55 SPECIFICALLY NOTED OTHERWISE ON DRA),qINGS. �2. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWI5E NOTED. 23. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE NOTED ON THE DRAWINGS MANUFACTURED BY "SQUARE D COMPANY" OR APPROVED EQUAL. 24. ALL MATERIALS SHALL BE U.L. LISTED. 25. CONDUIT A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVG. B. ALL EXTERIOR ABOVE GROUND CONDUIT SHALL BE SUNLIGHT RE515TANT SCHEDULE bO PVC. G_ ALL INDOOR CONDUIT SHALL BE EMT. D. FLEXIBLE CONDUIT MAY BE USED AT EQUIPMENT CONNECTIONS. FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT. SHALL NOT BE LONGER THAN b FEET AND SHALL CONTAIN GROUND CONDUCTOR SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 21. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY, AND PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE 15 EFFECTED. 28. UPON COMPLETION OF WORK, CONDUIT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL SUBMIT TEST REPORTS TO THE PM. GLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN COMPLETE AND UNDAMAGED CONDITION. 29. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COST TO BE PAID BY CONTRACTOR. GROUNDING STANDARDS 1.0 BACKGROUND 1.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FAGI1-17Y THERE ARE FOUR INTERRELATED AREAS OF C,ONCERN. THE BASIC OBJECTIVE FOR EACH 15: A. LIGHTING PROTECTION TO MAINTAIN ALL EQUIPMENT, ALL THE SAME POTENTIAL DURING A LIGHTING IMPULSE. B. RFI FOR N015E INDUCTION CONTROL TO ESTABLISH THE LOWEST P0551BLE IMPEDANCE AMONG ALL EQUIPMENT. G. ELECTROSTATIC CONTROL TO REDUCE ELECTROSTATIC DISGHAR&E PROBLEMS. D. PERSONNEL 5AFETY- TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. I-2 A/C GROUNDING: ALL GROUNDING CONNECTIONS IN51DE OF CABINET SHALL BE SCRAPED TO BARE METAL AND COATED WITH CONDUCTING LUBRICANT. STATION GROUNDING SYSTEM 2.0 MATERIALS: A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTOR AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNAS SHALL BE NO.6 STANDARD GREEN INSULATED JUMPERS THE &ROUND WIRE TO THE MGD SHALL BE GREEN INSULATED #2 WIRE BURNOY CONNECTED TO THE BU55 BAR AND CONNECTED TO THE GROUND RING ON A GROUND ROD. B. #2 AWG, INSULATED STRANDED COPPER GABLE SHALL BE INSTALLED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT IMPROVEMENT SITES. G. 3/4x10' GROUND RODS OF SOLID COPPER, 5TAINLE55 STEEL OR COPPER GLAD HIGH STRENGTH STEEL. D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROUND COMPRESSION. BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC WELD. E. CONDUCTIVE LUBRICANT SHALL BE USED IN ALL MECHANICAL CONNECTIONS. F. MECHANICAL FASTENERS (LE., DOUBLE LUGS, SPLIT BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, BRA55, COPPER OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. 6. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE STAINLE55 STEEL LOCK WASHERS. H. ALL LUGS SHALL HAVE TWO HOLES FOR A DOUBLE BOLT CONNECTION. 2.1 MASTER GROUND BAR (MC -5) THE PURP05E OF THE MASTER GROUND BAR 15 TO GROUND THE BT5 AND ANY OTHER METALLIC OBJECTS AROUND THE BT5. 2.2 ANTENNA &ROUND BAR THE PURPOSE OF THE ANTENNA GROUND BAR 15 PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL GABLE 15 USUALLY THE ONLY ITEM GROUNDED TO THI5 BAR. HOWEVER IT 15 ACCEPTABLE TO BOND EXTERIOR, GABLE TRAY, WAVE6UIDE PORT5 AND CANTILEVERED WAVEGUIDE BRIDGES TO THE AGB. 23 SURGE ARRESTOR GROUND BAR (5A65) THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR 15 FOR LIGHTNING PROTECTION. 2.4 ANTENNA GROUNDING: EACH ANTENNA COAXIAL GABLE SHALL BE GROUNDED AT THREE POINTS U51NO A COAXIAL GABLE KIT. A TYPICAL INSTALLATION SHALL BE AS FOLLOWS: A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE ANTENNA AS POSSIBLE. B. THE SECOND GROUND SHALL BE MADE AT THE BOTTOM OF THE VERTICAL RUN OF THE COAXIAL GABLE AS IT TURNS OUT AWAY FROM THE TOWER TOWARD5 THE BTS. THE GROUND SHALL BE TERMINATED AT THE GB. THE GB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE ENCASED IN PVC CONDUIT. G. THE THIRD GROUND SHALL BE THE 5URGE ARRESTOR GROUND. IT SHALL BE ATTACHED 70 THE GABLE ON STRAIGHT RUNS (NOT WITHIN BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURES 5PEGIFIGATION5. THE 5VR6E ARRE5TOR5 SHALL BE GROUNDED TO THE GROUND BAR. THE 5AGB SHALL HAVE TWO (2) LEADS OF 02 BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE GROUND LEADS SHALL BE ENCASED IN PVC. 2.5 PERIMETER FENCE &ROUNDING A. CORNER FENCE GROUNDING. B. ALL FENCE CORNER AND END P05T5 (MINIMUM OF TWO) SHALL HAVE ONE #2 SOLID TINNED COPPER GROUND WIRE. THESE P05T5 SHALL BE CONNECTED TO THE GROUND RING WITH A #2 SOLID TINNED COPPER GROUND WIRE AND INTERMEDIATE GROUND RODS IF THE DISTANCE FROM THE P05TS TO THE GROUND RING EXCEEDS 8 FEET, IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM THE GROUND RING. G. GATE POSTS D. GATE P05T SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL BE DRILL AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH A #2 AWG BARE SOLID TINNED COPPER WIRE. E. GATES F. GATES SHALL BE BONDED TO GATE POSTS WITH A Ib' BRAIDED STRAP TYPE BOOCfi2. THE CONNECTIONS SHALL BE BURNDY 2 HOLE LUGS (3/8' HOLES, I' CENTER TO CENTER) BOLTED THROUGH EACH POST. 2.6 GENERATOR FUEL TANK GROUNDING THE GENERATOR FUEL TANK, IF REQUIRED, SHALL BE CONNECTED IN AT LEAST ONE PLACE TO THE MAIN EXTERIOR GROUNDING RING. #2 AWG BARE SOLID TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE SUPPORT LEG OF THE FUEL TANK AND GAD WELD TO THE NEAREST EXTERIOR GROUND RING GROUND ROD. 2.1 EQUIPMENT ROOM GROUNDING THE MASTER GROUND BAR(MGB) SHALL SERVE AS THE COLLECTION POINT FOR THE BT5 AS WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED METAL MATERIALS. GABLE TRAYS, ALARM JUNCTION BOX, ETC., SHALL BE GROUNDED WITH #b AWG STRANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MOB. 2.8 NOT USED 2.9 SERVICE GROUNDING CONNECTIONS: THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED IN ACCORDANCE WITH THE NEC. 2.10 COAX BRID6E/ GABLE TRAY GROUNDING: BOND THE COAX BRIDGE OR GABLE TRAY TO THE AGB WITH #2 STRANDED INSULATED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE LIG BOLTED/ SCREWED MECHANICAL CONNECTIONS WITH-5TAR LOCK WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. 2.11 TENANT IMPROVEMENT 51TE GROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA GROUND BARS MAY HAVE TO BE INSTALLED AT EACH ANTENNA MOUNT LOCATION. ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 AWG, CONDUCTOR CONNECTED TO THE NEAREST BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BU55 BAR, BOTH MOB AND A65 (5), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. AGB(S) MAY BE HOME RUN BACK TO THE MOB WHERE NO BUILDING STEEL 15 AVAILABLE. 2.12 LIMITS OF BEND RADIUS: IT 15 IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTION THE IN51DE AND OUTSIDE GROUND SYSTEMS BE AS 5TRAI6HT AS POSSIBLE, WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A 3' RADIU5 PREFERRED NO SHARP BEN05 SHALL BE ALLO),-4ED. 2.13 BONDING PREPARATION d FIN15H ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER GAD WELD OR MEGHANIGAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND GONDUGTOR. FOR OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE GROUND CONDUCTOR. EXOTHERMIC WELDS SHALL BE FIN15RED WITH THE APPLICATION OF GOLD GALVANIZATION AND WHEN APPLICABLE, FINISH PAINTED WITH AN APPROPRIATE COLOR A5 REQUIRED. MECHANICAL TYPE BONDS ON ALL SURFACES, OTHER THAN BUSS BARS, SHALL BE FINISHED WITH THE APPLICATION OF GOLD GALVANIZED AND OR THE APPROPRIATED PAINT TO MATCH AS REQUIRED. 2.14 TE5TIN6: THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT PRIOR TO BACK FILLING THE GROUND RING TRENCH. THE GROUND FIELD RESISTANCE SHALL MEASURE 5 OHMS OR LE55 TO GROUND. RESULTS OF THIS SHALL BE BROUGHT TO THE ATTENTION OF THE PM. THE RE-515TAW-E TO GROUND SHALL BE MEASURED U51NG THE FALL OF POTENTIAL METHOD. 2.15 HIGH RISE BUILDING,: A. HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN 6RONDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO THE STRUCTURE OF THE BUILDING. AND A5 TO THE P0551BLE PRESENCE OF AN EXI5TING LIGHTENING PROTECTION SYSTEM. IF ONE 15 IN PLACE. IT WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE LI6HTENIN& PROTECTION SYSTEM. WITH A TEST TO THE SYSTEM AFTER INSTALLATION TO ENSURE THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS. B. STRUCTURAL STEEL BUILDING: IF THE BUILDING 15 BUILT OF STRUCTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE ANTENNAS TO THE BUILDING SITE. IT 15 PREFERABLE TO GROUND THE ANTENNAS AND THE 51TE TO A DIRECT EARTH CONNECTION. BY USE OF SEPARATE DOWN LEADS OF 250 MGM. COMING FROM GROUND BU55 BARS TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LE55 THAN FOUR GROUND RODS. WHERE PRACTICAL. THE BUILDING STEEL SHOULD BE BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE GROUND ROD FIELD. G. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO GROUND PROPERLY. THE ANTENNAS SHOULD BE &ROUNDED TO A SEPARATE BUSS BAR AND DOWN LEO WHERE THE COAXIAL GABLES ENTER THE BUILDING. THE DOWN LEADS SHOULD BE PROTECTED IN PVC CONDUIT AND SHOULD BE INSTALLED AS FAR APART AS 15 PRACTICAL FROM EACH OTHER. THE SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL CONNECTION WITH THE FIRST GROUND ROD. U J J a O IY G 65 GENERAL NOTES Lu 0 o DATE: 09-28-02 N z SCALE: AS NOTED 0 02 DRAWN: MJR U W -T # T02388 Y m 1►�a � W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG. ILLINOIS 80103 ph. 18471 805-3840 tax. 18471 885-8085 T • •MobIlea* 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY SHEET N_2 O r a U U DIVISION 2-- SITE WORK AND DRAINAGE 02000 EARTH HORK, EXCAVATION AND GRADING FART I GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED. 12 RELATED WORK A. CONSTRUCTION FOR EQUIPMENT FOUNDATION. B. INSTALLATION OF ANTENNA SUPPORT SYSTEM. C. ERECTION OF FENCE. 13 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 14 QUALITY A55URANCE A. VEGETATION LANDSCAPING IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. I5 SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. GRUB THE COMPLETE ROAD AND 51TE AREA PRIOR TO FOUNDATION CONSTRUCTION OR REPLACEMENT OF BACKFILL OR 5UB-BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STATE 3 FEDERAL RULES. D. IF REQUIRED, GRADE, SEED. FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH. E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. 1.6 SUBMITTALS A. BEFORE CONSTRUCTION I. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FERTILIZER IF REQUIRED. 3. LANDSCAPING WARRANTY 'STATEMENT, IF REQUIRED. 13 WARRANTY A. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 PRODUCTS 2.1 MATERIALS A. ROAD AND SITE MATERIALS: FILL MATERIAL -ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATION. B. 501L STABILIZER FABRIC SHALL CONFORM TO SPECIFICATIONS CONTAINED IN SECTION 1019 OF THE 'VIRGINIA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES', LATEST EDITION FOR CLASS C GEOTEXTILE5. CLEANLINESS, H05E DOWN THE EXTERIOR OF THE STRUCTURE. 22 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS HEI0HIN6 AT LEAST FIVE TONS. WATER TREATMENT MAY BE REQUIRED TO OBTAIN COMPACTION. SMALLER AREAS SHALL BE COMPACTED BY POHER-DRIVER HAND HELD TAMPERS. PART 3 EXECUTION 3.1 PREPARATION A. CLEAR TREES, BUSH AND DEBRIS FROM SITE AREA AND ACCESS ROAD RIGHT -OF -HAY AS REQUIRED. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS 6RUB ORGANIC MATERIAL TO A MINIMUM OF 51X INCHES BELOW ORIGINAL &ROUND LEVEL. C. UNLE55 OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND DEBRIS FROM PROPERTY TO AN AUTHORIZED LANDFILL. D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE &RUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 32 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE 5UB-BA5E COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH THE 501L RE5ULTIN6 FROM EXCAVATING THE FOUNDATIONS (PROVIDE EVEN DISTRIBUTION). THE ELEVATIONS ARE TO BE CALCULATED FROM THE RESULTING GRADE. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITIN6. C. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. D. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING, AND UNLE55 OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS ARE ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLE55 OTHERWISE NOTED. E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. F. PLACE FILL IN SIX TO EIGHT INCH MAXIMUM LIFTS. COMPACT BEFORE PLACING NEXT LIFT. 6. THE FINISH GRADE. INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. H. RIPRAP SHALL BE APPLIED TO THE 51DE OF SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THEN 2-1. I. UNDER NO CIRCUMSTANCES WILL DITCHES, 5WALE5 OR CULVERTS BE PLACED 50 THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING. J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND L005EN THE SOIL. K. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. L. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 33 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 95% MAXIMUM DENSITY IN ACCORDANCE WITH A5TM 0-1551 FOR 51TE WORK AND 95% UNDER SLAB AREAS. 3.4 PROTECTION A. RIPRAP SHALL BE APPLIED TOO THE SIDES OF DITCHES OR DRAINAGE SHALES AS INDICATED ON PLANS. B. RIPRAP ENTIRE DITCH FOR 51X FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. C. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN A5 REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE. D. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH H05E PROTECTED WIRE AND SECURED TO 2 INCH x 2 INCH x 4 FOOT STEEL. ANGLE EXTENDING THD FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. E. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. 02830 FENCE (IF REQUIRED). DIVISION 13 SPECIAL CONSTRUCTION 13100 TOWER d ANTENNA INSTALLATION PARTI-GENERAL 1.1 WORK INCLUDED A. IF REQUIRED, ERECT FUFZN15HED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION GROUNDING SHALL INCLUDE BA5E(5) AND ANCHORS. C. IF REQUIRED, INSTALL THREE(3) 51DE ARMS, CONSISTING OF THREE (3) &'-0" AS INDICATED ON DRAWINGS -CONFIRM WITH OWNER REPRESENTATIVE. D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATIONS. E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. F. INSTALL FURNISHED GALVANIZED STEEL HAVE GUIDE LADDER. G. INSTALL HAVE GUIDE BRIDGED AS INDICATED ON DRAWING. H. SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. I. EACH INSTALL GROUNDING STRAP KIT5 WITH LONG BARREL COMPRESSION LUGS(SIM. TO ANDREW -22310T130 OR APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNDING STRAPS TO BE CONNECTED TO INSULATED GROUND BAR. J. A5515T OWNER TECHNICIANS PERFORMING SWEEP TEST OF INSTALLED COAX. K. CONCRETE PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE SAME DAY. 22 RELATED WORK A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL 15 AVAILABLE, INSTALL IN CONFORMANCE WITH U.L. STANDARDS APPLICABLE. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING, CODES, SPECIAL CODES HAVING JURI5DICTION OVER SPECIFIC PORTIONS OF WORK. THI5 INCLUDES BU5 15 NOT LIMITED TO THE FOLLOWING. I. EIA -ELECTRONIC INDUSTRIES ASSOCIATION EIA22F. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA -FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 10!1460 -IH OBSTRUCTION MARKING AND LIGHTING. 3. FCC -FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 115, O55TRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM 115A, HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AI5C-AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS LSING ASTM A325 OR A490 BOLTS. S. IN ALL CA5E5, PART -17 OR THE FAA RULES AND PARTS 11 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS SPECIFICATIONS. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 60193 ph. 18471 896-3640 h:. 18471 896-9986 T • •MobIIew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 1 2 1 10-1402 1 FOR CONSTRUCTION I 1 1 1 10-0&02 I FOR CLIENT REVIEW I AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY C9 GENERAL NOTES w O o DATE: 09-28-02 H SCALE: AS NOTED m 2 DRAWN: MJR 0 W -T # T02388 } SHEET 0 N-3 24' SITE PLAN ZONE 1-2 REWDEM74LP~ Tract �ewoau� r. Tess x 2sx7a' ,138' k K x g, o It S IIr aaradr Finn�/3 earn x e 9 p � Z' 1 s at•araE• a A/AGNETIC DEdJNA71AV s1r c'aR. LOT T k I Ise.! Alagneffd Dedkiclhrr lirfarmalJGr PraMded frsw 35aNRild' H ,, �•10' E sµ/sE pAw�waBaorr tar r Eiaw 7sr?a 8y $wldumCdo h00 !ar L -�sY Opp PW. Ter --East e3oth•,Yreer- NodVac J Crcrose br qw,^ALS i;`tea a I er ee r. 25&49' 2nD EW Por. 1100 Pa* N ffE L e44oa6 w 'rE �� i5O,6S�� to 1'L�' Ow•-Lp 254.6 r• at J2 4siW ><� j if 57 c Z R& W PROPERTIES. LLC Aa1r I v WARRANTY DEED ] c INSTRUMENT NO. 98-025253 Sj'� n.,�1•_ �r '� 4 TAX ID 03-0470946 � PROPOSt:11 L£A51: ARiA � 2e' u • 'k � to � '•, sB25-o sq. I4. V �I ••Nr" 1L'• z s PROIaSM LEASE SHE ELEVATIONS ! m I i NORINIVE'ST COR. ELS 255:31' W ? J NORTHE45T OCR. ELS 2_5C61' "i C' s''4 ti r` SOUWEAST CDR. EL= 254.26' :f 2v ° « ; $ h S10UWWES7 COR: ELS 254.64' b I ZONE I-2 � � �• �5. ? _ - Ahirrur Lvef � � • s ' X 8' GYn-irxt%lira "/•! avxA GRAPHIC SCALE ZONE 1-2 o se ae as tw RYDER TRUCK COMPANY ( IN FEED ) 1 lneh 40 ft. SCALE: 1" = 40' LEGAL DESCRIPTION PARENT TRACT PARENT TRACT NI of Lots 1, 2, 3, 4. 5. 6. 7, and the E1/2 of Lot 31, and all of Lots 32, 33, 34. 35. 36. 37, and 38, Mary Ann Addition to the City of Utas Rack. Pulaski County. Arkonsus; AND That part of East 30th Street (formerly E0111 29th Street) beginning at the Southeast tamer oT Lot 1, Mary Ann Addition and fanning West along the North fine of East Mh Street to the Southwest comer of Lot 7, Mary Ann Addition; thence Southwesterly to the Northwest comer of the E1/2 of lot 31, Mary Mn Addt fon; Thence East along the South Gro of East 30th Street fa the Northeast comer of Lot 3B. Mary Mn Addition; thence North to the Soutloost comer of Lot 1, Mary Ann Addition, and thepaint of beginning; now closed by Ordinance Ma. 13,497, of record ds Document No. 78-37424, doted September 5, 1978, and filed September 14. 1978, Retards of Pulusld County. Arkansas and the W1/2 of Rock Street lying East of and adjacent thereto; naw closed Ordinance No. 13,497• of record as Document No. '71-17421. dated September 5, 1978• and filed September 14, 1978• Records of Pulaski County, Arkansas. AND The Wi/Z of Rack Street lying East of and adjacent to Lot 36, Mary Ann Addition and the W1/2 of Rock Street lying East of and adjacent to Lot 1, MAnn Addition beginning at the out Sheost comer of sold ary int 1 thence North along the East lino of sold Lot 1 to a point with the South One of tot 9, Block 1. Biddle Addition, extended; now closed by Ordinance No. 13.497, of record an Document No. 76-37424, doted S6piember 5, 1978; and filed September 14, 1978, Records of Pulaski County. Arkansas, and Ordinande No. 15,585, of retard as Document No. 88-82918, dated November 15, INS and filed November 23, 1968, Records of Pulaski County, Arkansas. AND Port of the SW1/4 of the NW114 of Section 14, Tawn6hlp 1 North. Range 12 Weet, in the City of Little ROCK, Putosld County, Arkansas, more particularly described as follows to-•xlt Begin dt a point on the line between Soctions 14 and 15. in Townshlp 1 North. Range 12 West, 279 feet North of the Northwest comer of the Biount 5 ocre tract: thence East 287.7 feet to the point of beginning proper, from the point of beginning thus astabEshed. run thence North 1B6 feet, thence LEGAL DESCRIPTION PARENT TRACT PARENT TRACT (eont'd.) East 179.1 feet; thence South 186 feet; lhence West 178.3 feet, more or lees, to the point of beginning; AND The WI/2 of Rock Street Vag East of and adjocent to portal In SM/4 NWl /4. Section 14, Township 1 North. Range 12 West. In the City of Little Rock. Pulaski County, Arkansas now closad by Ordinance No. 15.585, of record as Oocvment No. 88-62915, dated November 15. 1988 and filed November 23, 1988, Records of Pulaski County, Arkansas. (Warranty Deed Instrument No. 98-025253, filed and recorded May 11, 1998, Official Records of Pulaski County, Arkansas.) LEGAL DESCRIPTION LEASE AREA PROPOSED LEASE SiTE DESCRIPTION A tract of land lying in and being a part of a tract of land described in Exhibit A' of Document No. 98-025253 dated May 8. 1998, situated in the Mary Ann Addition to the City of Little Rock, Pulaski County. Arkansas and in the Southwest Quorter (SW/4) of the Northwest quarter (NW/4) of SaaGan 14, Township T North, Range 12 West, in the City of Little Rock. Pulaski County. Arkansas, said tract being more particularly described as follows: Commencing at a 1' pipe found for the Northeast comer of Lot 1, said Mary Ann Adddion to the City of Little Rock; Thence S 05'70'54' W, on the East line of said Lot 1 also being the East line of "id Mary Addition• a distance of 13&59 feet; Thence N B4'+9'06' W a distonce of 20.08 foot to a 1/2' iron rod set for comer, said comer being the Point of Beginning; Thence S 05'13'10' W a distance of 75.00 feet to a 1/2' iron rod set for comer, Thence N 64'46'50' W a distance of 75.00 feet to a 1/2' iron rod met for comer Thence N 05'13'10' E a distance of 75.00 feet to a 1/2' Iron rod vat for comer, Thence S 6446'50' E a distance of 75.00 feet to the Point of Beginning, containing 5,625.0 square feet or 0.129 acres, more or loss. - - - - .- - _ _ - ExistirJg 2Q�GfE jgNW LEASE COR. _ 2- I.R. Set S 8446'50' E va 255.31' 75.00' I �k I al ++ 51 o I res ti ui mi P I CIL PROP. TOWER I Bev= 254.91' o 0 150.65' to Wast property Line ,} I` -_----------- 10_0__ I I + ZONE 1-2 I I 3 ,.I 35 m o Z I I 36 I I 37' cl I o I I I I � �� I� I I I� SE COR. I N 84'46'50' 112" I.R. Set I SW LEASE COR - W 75'00' FJev= Z .26' I 112" I.R. Set J DTev 254.64' Existin i'� E �' NOTES CONCERNING SURVEY: ! ' 1: This survey is based on "UMITED TITLE CERTIFICATE' pRONDEO BY: Doyie LdndStiMcm, Inc. 0� Boo Commerce Rood West. SUKO 104 NOW Orleans LA 70123 PHONE No. 1504) 818-1129 DATED. September 23. 2002 Assessment No. 34L -253 -00 -001 -DO EXAMINER; W. Drew Boldo The undertying documents were not provided to the surveyor. 2: Tha wtitude and 3ang'lude shown hereon are based on the NADB3 Datum and meet or exceed the minimum requir0aXnite !or a iCC�FM 2C survey which is defined as pine or minus 50 T¢et horizontal and plus or minus 20 fest verlJcal. Th1a infmmat;nn was established and determined b)' CPS on 09/29/02. 3: This au does not provide any determination concerning wetlands, fault Ones, toxic waste or any other environment issues. Such matters ahauld be directed to an expert consultant. 4: Theremay be additional buried or underground utlilties in the area which the surveyor Is unaware of and no 11obllily for such Is assumed heroin. 5: Zonkg gaw11ka11on b 1-2 (Z -10x6) per the Cob of LRtle Rock Jurisdictio, 6; THIS IS NOT A BOIIN6NITY SURVEY OF THE PARENT TRACT. LEGAL DESCRIPTION EASEMENT PROPOSED ACCESS Ate UTILITY EASEMENT DESCRIPTION A 30.0 foot wide comment for ingress and agree; and utility purposes lying In and being a poA of the Mary Ann Addition to the City of Little Rack PulosW County Arkansas according to the recorded plat thereof end sAucted in the S8/4 of the NW/4 of Section 14. Township 1 North. Ronge 12 Wast, Pulaski County. Arkansas; sold easement being 15.0 feet an each side of the following described centerline- Cammenctng at o 1/2' iron rod set for the Northeast eomer of the above described D.129 acre lease site; Thence N 84'46'50• W on the North line of said 0.129 acre "M site. a distance of 15.00 feet to the Paint of Beg3nntng; Thence N OS'13'1O' E a distonce of 41.38 feet; Thence S Bl'0Y34' E a distance of 55.17 feet to apaint of termination at the Eost property line, Side lines at said 30A foot easement to be extended or shortened such as to begin on the North Ane of the above described 0.129 acre lease site and terminate at the East property line. PROPOSED TELCO EASEMENT DESCRIPTION A 10.0 foot wide comment far Wee purposes lying In and being a port of the Mary Mn Addition to the Cirty of tittle Rock. Pulaski County, Arkansan according to the recorded plot thereof and situated In the SW/4 of the NW/4 of Section 14. Township 1 North, Range 12 West, Puloes:i County. Arkansas; said easement being 5.0 feet an each sWo of the following described centerrine: Commencing at a 1/2' iron rod Bet for the Southwest comer of the above described 0.129 acre lease site; Thence N 05'13'10' E, on the YJnt I,ne of sold 0.129 acre lease site, a distance of 5.00 feet to the Point of Beginning; Thence S 72'05'27' W a distance of 93.31 feet to a point of termination at the West property line; Side lines of said 10.0 foot voenment to be extended or shortened uw it as to begin on the West Tine of the obave described 0.129 ocre loose site and terminate at the West property One. ENLARGED SITE PLAN SCALE: 1" = 10' PROJECT INFORMATION SITE NAME: OZARK EQUIPMENT SITE NUMBER: AR01005 B SITE ADDRESS: NF LEItSI: COR. LITTLE ROCK, AR 72206 7/2 I.R. Set I I ESev 254.61' I _ry e4.49�as �w - 14 WATER VALVE I2008, 14 I I lx N �A IN a as! 27th S'L �, na �Q I 1rn IRS IRON ROD SET I �As ¢� --- - 150 }- ---_______1 I 1 I 38 4 I PROPOSED LEASE AREA � 5625.0 Sq. I t. l 0.129 Acres I ll \ � I I = I $ PROPOSED LEASE SRE ELEVA71ONS 1 I NORTHWEST COR. EL= 255.31' ` I I NORTHEAST COR. EL= 254.61' 1 SOUTHEAST COR. EL= 254.26' 1 ( SOUTHWEST COR. EL= 254.64' wr. Pale � w/Trans. II I I ENLARGED SITE PLAN SCALE: 1" = 10' PROJECT INFORMATION SITE NAME: OZARK EQUIPMENT SITE NUMBER: AR01005 B SITE ADDRESS: 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 OWNERS NAME R do W PROPERTIES, LLC fast 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 X410 LATITUDE 3443'10.729' LONGITUDE: 92'116'12A33" GROUND ELEVATION: 254.91' PARAPET ELEVATION: N/A BASIS OF ELEVATIONS:GPS OBSERVATIONS PERFORMED W/ SURVEY. SUB -METER ACCURACY TO NEAREST FOOT BASIS OF BEARINGS: GRID BEARINGS BASED ON GPS OBSERVATIONS NADB3 - ARKANSAS SOUTH ZONE NOTES: LATITUDE AND LONGITUDE SHOwN HEREON ARE BASED ON NAD53 AND ELEVATIONS NkAVD 10811. ELACNETIC DCCURAMON INFORMATION TAKEN PRWIDED BY THE NATIONAL CEOPHrSIC L DATA [ENTER W BOULDER. COLORADO IATTRW AND IONOfn.IDE FROM OPS O8SEMTKk7S PERFORMED COINaDENT WFrK SURVEY. 1453 ROM ANIMCM DATUM. DONVEFCRIOE AN"' -Oa 09' 04.2&x' Or GRA.PtM PLOTOHG ONLY, TIaS PROPERTY IS WMIN 20ME 'Ar. AREAS DT5:DE OF A IOD Y9. FLCCO PIAN AS SHOWN BY FM NAP COMMUN!" PANEL NUNBFR aeD161 0107 F. DATED OCTOBER 19. 2001• NO SURVEYING WAS DOME TO DETERWNE YENS 8000 20ME 1W. 1' WE FOUND NE CORNER LOf 1 ELEV. 255.76' ANIM (WA)" GRAPHIC SCALE ID 0 6 10 ( IN FEET ) 1 inch .. 10 it. LEGEND VICINITY MAP O POWER POLE F• GUY ANCHOR fast 26Yh n a TELEPHONE RISER 14 WATER VALVE FIRE HYDRANTg) N TOWER CENTT;OID as! 27th S'L �, )S LIGHT POLE a IRS IRON ROD SET ¢� TBM BENCH MARK fast .?8th SL �� 77777.!7 BUILDING LINES k - - ACCESS EASEMENT I $ - - UnUrrY EASEMENT Eoat 29th St. East h - • -AZIMUTH UNE ( - FENCE LINE - POWER � . - LEASE EA AREA - - - - SETBACK LINE SVRvmR'5 cETtnncA,TE1 I. HARVEY 1). PEtatsofl. A UCM;M LAND SURVEYOR, TIO HEREBY CERTIFY THAT THIS MAP REPRESENIS THE RESULTS OF A PARTk1L SURVEY MADE UNDER FEY DIRECT SUPERVIStOM AND tS TRUE AND CORRECT TO THE Ell OF Mf KNMLEOCE AND BEUEr. THS MAP DOES NOT REPRESENT A BOUNDARY SURVEY OF THE UNDERLYNG PARCEL THE LECA DMWPWN SHOYIN HEREON WAS OBTAIXW FROM THE DEEDS RECORDED WETH THE PERTINENT 0000/COY ENM' THIS MAP DOES DOES MDT REPRESENT A TIRE SEARCH. ADDITIONAL EASEMENTS AND/OR RICHE -OF -WAYS MAY DeST. THIS DFAWdHC IS THE SOLE PROPERLY OF THE. MZEFL IT S PRODUCED SOLELY FOR THE USE BY THE DWHER AND ITS AFFILIATES- REPRODUCTN7k OR USE OF THIS ORAWWO AHO/OR THE IN6T#rMATION CONINHED HERON IS FMO10DEN1 WiTHOW THE WRITTEN F -MUT ON of THE ONNER. ¢�CTSTERed snit of ARI&NMbNo. Tw U b P HARVEY D. PETERSON R.P.LS 0759 Q .ter c m a L L AH0 5S DRAWING No. 3012.0009 m tl� tlM1 N I�f H Z W DD7 p N CL N O 5 p n C)rM tr' O W LLD vv)i C' W Q M in a ( Q M W N .-- a O i Cil p O Z ro Z W ( ~ W � N � f/) e� `1tRd • 1�1 ■ ■ Ui STEr7{•O 1TAL of a i^ unRrEr a 1 I'E'a:23arT s�,ONAL LOA DRAWN or.- JLS CNECK D Rri H.D.P. DATE 10/07/2002 PLOT SCALE 40' piumm NAYS OZARK OMMENT C-1 NOTES: -- I. THE SIZE, HEIGHT AND PREGTION OF THE ANTENNA SHALL BE AP-1USTEI7 TO MERT 5Y5TEM REGUIREMENT5. 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH T -MOBILE PM. 3. ALL ANTENNA AZIMUTH ARE TO BE FROM TRUE NORTH, 4. ALL DISTURBED AREAS WILL BE REPLACED TO ORIGINAL CONDITION. NEW T -MOBILE 10'-0" X 15'-0" CONCRETE PAD - NEW T -MOBILE BTS EQUIPMENT CABINETS NEW 8'-0" H16H WOOD PRIVACY FENCE. SEE C-7 NEW T -MOBILE 24' WIDE CABLE BRIDGE 1-2" PVC UNDER61ROUND —� FOR FUTURE TELCO SERVICE t 220'-0" 1-2' PVC W DERG 2DLN0 FOR TELCO SERVICE J ±:2201-0" N � 2 W O N W 24" reko P retro P = r EXISTING TELEPHONE PEDESTAL TO E e UTILIZED DIST. TO LEASE FROM CENTER OF TOWER DIST. TO PROPERTY LINES NORTH 25'-0" UTILIZED— SOUTH 25-0" 265'-1" EAST 9'-11" 50'-0" WEST 40'-1" 150'--7" ZONE 1-2 RESIDENTIAL _^ Potevt r.1xt 9 k ZX Ha Po 0 0 I °""� 1 I f I NERIr IN F1 j I fi I j ' 1 NEW 30'-0' WIDE II X 6 I 5 I 4 1 � l 1 EASEMENT AND DRI IKEA '-0' WI drams 2 I� EXISTING 20'-0" WI D=LE = 6A- + 1 XROLLIN& GATE jf �I f I K Ct*WlT'Y r 3 1 NEW 50' X 50' — — — LEASE AREA GZ/H NEW 150'-0" MONOPOLE 5Y 0THE5ZS NEW T -MOBILE I f 3 I rel NF1"1TI�R UCURAVEL our Lir II1I_ _ J � r � IN FIELD) _ J _ �1 Z" POWER 2 is t 1)0' " RED BACKGROUND Z E-A ILPIY y POLE TO UTILIZED— W/ BLACK LETTERING WHITE 5A6K6ROUND ' X1 G 0� TRESPASSING W/ RED L.ETTERIN06 RED BACKGROUND VIOLATORS I r r W/ WHITE LETTERING I BLACK LETTHZIN6 x x ENVIRONMENT ZONE 1-2 OVERALL SITE PLAN SCALE: 1'=60'-0" 0 u X FIELD) SIGN NOTES �r1Q TRE55PA551NG SIGN ORF WARNING 5119N ®CAUTION - RFE 51CM DRTH ®FCC REGISTRATION NUMBER FOR FULL. 516N DETAILS AND LOCATIONS SEE 3/C-2 PRIVATE RED BACKGROUND YELLOW BAGKGR' W/ WHITE LETTERING PROPERTY 72/31/02 W/ BLACK LETTERING WHITE 5A6K6ROUND NO TRESPASSING W/ RED L.ETTERIN06 RED BACKGROUND VIOLATORS WILL BE W/ WHITE LETTERING PROSECUTED BLACK LETTHZIN6 NO-TRESSPASSING SIGN 18' WIDE X 24' HIGH SITE ID# 000000 VERIFIED 911 STREET ADDRESS CITY, STATE AND ZIP CODE FOR LEASE INFORMATION CALL FOR 24 HOUR EMERGENCYS-RJ:C: CA—" a���er-Ana-+raax ID SIGN 24• WI 9' IGH NOTE: EQUIPMENT PLATFORM AND AMENNfS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND ANSVEIA/T1A-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DESIGN WIND SPEED 15 90 MPH. GENERAL NOTES I. EQUIPMENT PLATFORM AND ANTENNAS ARE DE516NED TO MEEET LOCAL BUILDING CODE=S, AND AN511EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING 5TRUCTURE5. THE DESIGN WIND SPEED 15 9O MPH. 2. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 3. EXISTING VEGETATION WILL BE REMOVED INSIDE LEASED AREA AND ACCESS DRIVE. 4. ALL 5TRUGTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AI5C SPECIFICATION (LATEST EDITIOW. 5. ALL CAST IN PLACE CONCRETE SHALL S1= MIXED AND PLACED IN ACCORDANCE WITH AGI 318 AND ACI 301. 6. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). -7. THERE WILL BE NO OUTDOOR LI6HTIN6 WITH THE EXCEPTION OF EMER6ENOY CONDITIONS. 8. FACILITY HAS NO PLUMBING. q. FACILITY WILL BE INDEPENDENTLY POWERED WITH 5WARATE METER - Io. ANTENNA PLATFORM AND ANTENNA INSTALLATION SHALL 13E CONDUCTE=D BY FIELD CREWS EXPERIENCED IN THE A55EMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. 11. CONTRACT COMPANIES AND THEIR EMPLOY SHALL 085ERVE AND PRACTICE ALL 05.HA SAFETY GUIDELINi5 WHILE PERFORMING SERVICE FOR T -MOBILE. 12. WHERE A TOWET2 DOES NOT HAVE A PERMANE14T FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RE�$PONEIEILE FOR PROVIDIN6 A SUITABLE 5Y5TEM FOR ITS EMPLOYEES. 13, CONTRACTOR SHALL PERFORM A 5AFETY INSPECTION PRIOR TO COMMENCING ALL WORK ACTIVITIES AT A T -MOBILE. LEASED OR OWNED SITE. OWNER SHOULD 5E IMNEDIAiELY NOTIFIED OF 5AFE1Y HAZARO(5) FOUND DURING THE INSPECTION THAT COULD GAU5E BODILY HARM OR ENvANCT TO LIFE OR THAT COULD CAUSE DAMAGE To PROPERTY. ALL YORK SHALL 5E KALTED UNTIL 5UCH TIME THE p,FpORTED . SAFETY HAZARD GORREGTED. THE SAFETY HAZARD. IF P055113LE, SHOULD SE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER THE CONTRACTOR HAS NOTIFIED 01HNER OF THE= HAZARD AND HA5 RECEIVED APPROVAL FROM OWNER TO PERFORM THE CORRECTION. INITIALS PROPERTY OP . %j ffm W-T COMMUNICATION DESIGN GROUP, LLC 30 L SCULLY DRIVE SCHAUMBURG, UJIMOI8 80103 ph. 1847) 805.3840 lax. 1847) 806-0086 A . mMobilew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 IMTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY g� ATE 0" 4-4&SA J CAUTION YELLOW BAGKGR' rccloertRnEGaIIu1bH+� �:•p; 1L• 0 72/31/02 W/ BLACK LETTERING 1234567 zY W SITE PLAN 0 LT.GRAY W/ z DATE: RADIO i?yGY WHITE BAGK6ROUND w/ BLACK LETTHZIN6 g SCALE: ENVIRONMENT BLACK LETTERING MJR 0 AREA AND YELL.OM SYMBOL i4i FCC REGISTRATION SIGN_ 24' WIDE X 4' HIGH CAUTION RFE SIGN SIGN DETAILS X 12•wIDE 1E• H H 1WOE 21 rf SCALEr NOT TO SCALE �G NOTE: EQUIPMENT PLATFORM AND AMENNfS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND ANSVEIA/T1A-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DESIGN WIND SPEED 15 90 MPH. GENERAL NOTES I. EQUIPMENT PLATFORM AND ANTENNAS ARE DE516NED TO MEEET LOCAL BUILDING CODE=S, AND AN511EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING 5TRUCTURE5. THE DESIGN WIND SPEED 15 9O MPH. 2. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 3. EXISTING VEGETATION WILL BE REMOVED INSIDE LEASED AREA AND ACCESS DRIVE. 4. ALL 5TRUGTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AI5C SPECIFICATION (LATEST EDITIOW. 5. ALL CAST IN PLACE CONCRETE SHALL S1= MIXED AND PLACED IN ACCORDANCE WITH AGI 318 AND ACI 301. 6. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). -7. THERE WILL BE NO OUTDOOR LI6HTIN6 WITH THE EXCEPTION OF EMER6ENOY CONDITIONS. 8. FACILITY HAS NO PLUMBING. q. FACILITY WILL BE INDEPENDENTLY POWERED WITH 5WARATE METER - Io. ANTENNA PLATFORM AND ANTENNA INSTALLATION SHALL 13E CONDUCTE=D BY FIELD CREWS EXPERIENCED IN THE A55EMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. 11. CONTRACT COMPANIES AND THEIR EMPLOY SHALL 085ERVE AND PRACTICE ALL 05.HA SAFETY GUIDELINi5 WHILE PERFORMING SERVICE FOR T -MOBILE. 12. WHERE A TOWET2 DOES NOT HAVE A PERMANE14T FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RE�$PONEIEILE FOR PROVIDIN6 A SUITABLE 5Y5TEM FOR ITS EMPLOYEES. 13, CONTRACTOR SHALL PERFORM A 5AFETY INSPECTION PRIOR TO COMMENCING ALL WORK ACTIVITIES AT A T -MOBILE. LEASED OR OWNED SITE. OWNER SHOULD 5E IMNEDIAiELY NOTIFIED OF 5AFE1Y HAZARO(5) FOUND DURING THE INSPECTION THAT COULD GAU5E BODILY HARM OR ENvANCT TO LIFE OR THAT COULD CAUSE DAMAGE To PROPERTY. ALL YORK SHALL 5E KALTED UNTIL 5UCH TIME THE p,FpORTED . SAFETY HAZARD GORREGTED. THE SAFETY HAZARD. IF P055113LE, SHOULD SE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER THE CONTRACTOR HAS NOTIFIED 01HNER OF THE= HAZARD AND HA5 RECEIVED APPROVAL FROM OWNER TO PERFORM THE CORRECTION. INITIALS PROPERTY OP . %j ffm W-T COMMUNICATION DESIGN GROUP, LLC 30 L SCULLY DRIVE SCHAUMBURG, UJIMOI8 80103 ph. 1847) 805.3840 lax. 1847) 806-0086 A . mMobilew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 IMTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY g� ATE 0" 4-4&SA J -• IL �:•p; 1L• 0 72/31/02 zY W SITE PLAN 0 z DATE: 09-28-02 Q g SCALE: AS NOTED 20 DRAWN: MJR 0 W -T # T02388 SHEET C=2 NE^I T -MOBILE PPG CABINET AND TELCO DEMARG MOUNTED TO NEW METER RAGK— NEN 50'X 50' LEASE AREA - 1 1 NEW 1100 AMP GOMMUNITf I METER GENTER NEW 12'-0' WIDE A66ES5 &ATE ?2'-7- y . . . ` m O" FY IH I ) I NEW T. -MOBILE NEWtNP T� ti BTS EGUIPME NT ELEGTRIG CONDUIT CABINETS MOUNTED k'ON NEW 10'-X 15' NEW T -MOBILE CONGRETE PAD, UNDERGROUND 10'-2- TELCO CONDUITS NEI^! 1 k :LE l M LE _� i• NEiM T�SILE LMU A#FMiNA 15'-0' 7 B�.O A3SfENNA 7 Q NEH T tLE '11AXTEWJA ARI:'.AY 0 •.l— WITH IT RAD CENTER '15'-O' �" Y k TMM0BILE GPS ANTENNA MOUNTED TO GABLE 5RD&E k� 120° - x 10'-0' A_E.&. FY IN IE=LP) l 4 Nmr-Y 114 f=IELD). NEW M 1LE m �I `� S{ 24' WIDE L ONERFeAD i 1 LT-M06iLE GABLE 8125 UNDERGROUND T TELCO CONDUITS t 220' / rNEK I I T / t MOOD1PRIVY FERC�E AROUND ENTIRE It t m LEASE AREA- SES G- f N �iRGED SITE PLAN _ � 1-2' >�vs�)z RUN 2 NORTH CONDUIT TO EXI5TIN6 5GALEi 5/32'=1'-0' UTILITY POLE 1510' 0 P W -T COMMUNICATION DESIGN GROUP, LLC 30 E. 13CULLY DRIVE SCHAUMBURG, ILLINOIS 60103 ph. (847) 805-3640 fax 1847) 805-0085 MTN 0 -Mobfle ir 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 1 FOR CONSTRUCTION 1 10-OTr02 I FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 'INTERSTATE 30 L'ITT'LE ROCK, .AR 72206 PULASKI .COUNTY 01, 4RK.A AS D NAL R4' ,2/31 X02 z W ENLARGED SITE PLAN o DATE: 09-28-02 SCALE: AS NOTED o DRAWN: MJR W -T # T02388 SHEET c 37 NOTE: _ THE5E DRAWINGS HAVE BEEN PREPARED TO DEPICT PROPOSED OVERALL TOWER HEIGHT DIMENSION AND SHALL NOT BE USED FOR CONSTRUCTION. NOTE: NO MODIFICATIONS OR TOWER ADDITIONS SHALL BE MADE WITHOUT APPROVED STRUCTURAL ANALYSIS PREPARED BY OTHER. I W O I 0 F W W O O z f W z I O N w 1,- z W V Q z z W H a W J m O E H w z O 1 m Q z z Lu 1- z Q F J W J m I F- m w z 0 O H LIGHTNING ROD NE'r! T -MOBILE PANEL ANTENNAS. EMS #RRb5-I9-OODP NEW LMU ANTENNA 15'-0' BELOW WITH 1/2' FOAM T -MOBILE ARRAY ( TOP OF LMU ANTENNA 135'-0- ) STEP I: A55EMBLE ANTENNA TO L -BRACKET IF NOT ASSEMBLED. STEP 2: A55EM13LE TO SADDLE BRACKET U51N& LOCKWA5HER AND BOLT STEP 3: o ATTACH TO POLE WITH O PROPER BAND CLAMP PCINOF-019OB-002 ANTENNA L -BRACKET 602166 — 9963-156 "Ir HEX BOLT T 9q"14-63 LOGKWA5HER IIb09-( ) BAND CLAMP NEW 12"x 2 3/5" O.D. GALVANIZED MOUNTING PIPE WITH GAP (2) 1/4' U -BOLTS (2) — W1PWE#GA�DD MOUNTING PIPE NEW 6ALVANIZED PIPE GAP 5ADDLE "-ffm BRACKET 45260 MONOPOLE NCMOUNT TYPICAL ROUNT `� + NEW MECHANICAL GONNEGTION TO U -BOLT NEW G -TAB CONNECTION - PART 00 CLAMP POLE DIAMETER RANGE 11809-I1 26.9Tmm (1.06') TO 50.&Omm (2.00") 11809-18 52.31mm (296') TO 16.20mm (3.00') 11609-19-171.7I1mm (3.06") TO IOIbOmm (4.00') 3EE ANDREWS DETAIL # 639010 LMU ANTENNA 4 SCALE: NONE NOTE: EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND AN51/EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DESIGN WIND SPEED 15 90 MPH. NEW COAX GABLE RUN UP INTERIOR OF TOWER 150' MONOPOLE NEW PORT HOLE TO BE UTILIZED NEW GP5 ANTENNAW/ 1/2' FOAM MOUNTED TO GABLE BRIDGE POST. SEE 4/C-5 NEW T -MOBILE OVERHEAD GABLE BRIDGE SEE G-5 NEW T -MOBILE EQUIPMENT CABINETS ON CONCRETE PAD SEE 5-1 NEW 6' HIGH WOOD PRIVACY FENCE &RADE ELEVATION _ SCALE: I"=20' -O' NOTE: MONOPOLE AND PLATFORM ARE DESIGNED BY OTHERS. SEE 51TE PLAN FOR ANTENNA AZIMUTHS. NOTE: ALL AZIMUTHS TO BE MAGNETIC NORTH. NOTE: TOTAL OF 9 ANTENNAS Ib COAX RUNS -2 PER SECTOR ANTENNA (SEE SCHEDULE ON 1/G-6 ANTENNA MOUNTING / BRACKET --� NEW LMU ANTENNA 15'-0' BELOW T -MOBILE ARRAY ( TOP OF LMU ANTENNA 135'-0' ) 150'-0" MONOPOLE VANIZED LOW 'FILE PLATFORM ANTENNA MOUNTING TFORM WITH HANDRAILS T -MOBILE PANEL ENNA EMS #RR65-19-OODP ' OF 3 PER SECTOR) E: ALL ANTENNAS TO BE LAID OUT ACCORDING TO MAGNETIC NORTH ANTENNA PLAN �1 SCALE= NONE VERIFY DOWNTILT WITH RF ENGINEER. UNLE55 OTHERWISE DIRECTED SET INITIALLY TO O° T BRACKET NEW LNA (I PER ANTENNA) 2 V214P PIPE &ALV. 54' 1-6. SEE NOTE I ri GABLE ENTRY AS PER VENDOR DRAWINGS 150'-0' MONOPOLE NOTt: 1. SECURE GABLES TO ORATING WITH 1/2" BUTTERFLY CLAMPS 2. PROVIDE KELLOM5 GRIP AROUND GABLES AND FASTEN TO EXISTING J -HOOKS INSIDE MONOPOLE SECTION�3 SCALE: NONE *I a 4 mUT W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILUNDIS 50193 Pig 16471 695-3640 tax. 16471 6959965 T • •Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-OCr02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY g� P T E 00 AR AS I RED F IONAL INE 6 P C.,U r-Irm 12/71/02 ELEVATION & DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C=4 T FOR INSTALLATION QF A ! �: I. MATERIALS USED WILL BE ONLY HOT DIPPED GALVANIZED. 2. ALL FIELD GUT SURFACES HAVE TO BE PAINTED WITH GOLD GALVANIZED PAINT. 3. ALL CONNECTION HARDWARE SUCH AS LACE, SHIELDS AND LEAD TAP ANCHORS ARE TO BE SUPPLIED BY THE CONTRACTOR. 4. EXCESS THREADED ROD ON THE TOP OF THE GRIP STRUT 15 TO BE GUT OFF AT A I' MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES ARE TO BE INSTALLED TO SHED WATER. 6. 1/2' THREADED ROD ATTACH TO THE CONCRETE PAD BY SCREWING INTO A LEAD TAP ANCHOR PROVIDED BY THE CONTRACTOR. -1. STABILIZER ANGLES ATTACHES TO CONCRETE PAD BY 2" X 2' ANGLE CLIPS ANCHORED WITH 3/8" LAG BOLTS AND SHIELDS. 8. BU5 BAR GROUND LEADS ARE TO BE IN 3/4" SCHEDULE 80 PVC. ELEVATED BUS BAR LEADS SHOULD BE IN 3/4" PVG HORIZONTAL TO A 45' TRANSITION UNTIL IT REACHES THE CONCRETE. 45' TRANSITION AGAIN TO HORIZONTAL. RUN THE GROUND LEADS OFF THE END OF THE PAD IN THE SAME DIRECTION ATTACHING EVERY 4' TO ANCHORED UNI -STRUT TO A 90' SWEEP CONTINUING VERTICAL TO GROUND CONNECTION. Q. AT THE TIME OF THE 3RD BT5 FUTURE INSTALLATION, THE CONTRACTOR TASKED WITH THE ADDITIONAL GABLE RUNS WILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATCHING THE MATERIALS OF THE EXISTING BRIDGE. 10. IF THE GABLE BRIDGE 15 TO BE MOUNTED TO A PLATFORM THEN THE APPROPIATE 5GUAPE NA5HERS, UNI -STRUT AND HARDWARE SHOULD BE USED TO MOUNT THE TRAPEEZE AND STABILIZERS (PROVIDED BY T -MOBILE) II. THE 1/2' SUPER -FLEX JUMPERS GOING TO THE BT5 WILL BE SUPPORTED WITH 3-1/2" HILE GU5HIN ASSEMBLY SUPPLIED BY CONTRACTOR ACCORDING TO MANUFACTURERS' DIRECTIONS. PIPE GAP WELDED PIPE TO PIPE CLAMP 'MT5' #BB -510 OR EQUAL GABLE BRIDGE P05T SEE- SITE PLAN GABLE TO PIPE GROUND KIT, BURNDY TYPE GROUND LTHE &P5 ANTENNA MOUNT 15 DE516NED TO FASTEN TO A STANDARD 1-1/4'0, SCH,40 SF5 ANTENNA 1-1/4 ' 5CHED 40 X 18' LNG MIN. 55 OR &ALV.PIPE GABLE TO PIPE GNP KIT,BURNDY TYPE GAR #2 AWG BCW WEATHERPROOFING KIT, ANDREW #221213,OR EQUAL,VERIFY WITH PROJECT MANAGER 1/2 "m COAX GABLE (OR EQUAL) MIN. BENDING RADIUS PER MFS'5 SPECIFICATIONS #b 6ROUNPIN& KIT GABLE (PROVIDED W/ KIT) GROUND TOR 02 0 (GADWELD) LID JUMPER NEW BRIDGE REW HAVE GUIDE KIT NEW 24" MIGROFLEGT WAVE GUIDE CHANNEL ( 8501, 8502 AS REQ) StoE VIEi! xr5' TRAPEZE KIT PART #MT -35-7-12 COAX GABLE W/ SNAP IN GABLE HANGERS 3" DIA. &ALV. STEEL PIPE a 2 AWG, GADWELD TO GROUND RING (TYP) r! {•` GABLE BRIDGE PIPE SUPPORT FOUNDATION 6 NOTE: ALL BOLTS TO BE SUPPLIED W/ NUTS AND WASHERS NOTE: WAVEGUIDE PROVIDED AND INSTALLED BY G.G. INSTALL PER MANUFACTURERS REQUIREMENTS NEW MONOPOLE TO GROUND PIPEINMUST 5T�ELAPIPE. THE BE FIN. GRADE a . THREADED AT THE ANTENNA MOUNT END, THE PIPE SHALL BE GUT TO NEW GROUND BAR THE REQUIRED LENGTH (MIN. OF 15') •'+. •P r USING AA H OOR�ROTARY IC IT R 3.IN5TALL SPS ANTENNA AS SPECIFIED ON "• GONG. PAD (TYP) SURE AD PERPENDICULAR 51TE PLAN. IF INSTALLING ON ICE/ r CUT. THE GUT. THE GUT PIPE ENP SHALL GABLE BRIDGE ENSURE THAT 6P5 15 A BRIDGE ELEVATION DETAIL �1 AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET MINIMUM OF 10' ABOVE GRADE, ON THE NON METALLIC, ATTACHED TO THE ANTENNAS MOUNT FURTHEST POST FROM THE TOWER TO FLEX W/ 51LICONE ATAIN MAXIMUM COVERAGE. 2.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USING U-BOLT5. THE SUPPORT PIPE FOR THE SPr SHALL BE MOUNTED USING OVERSIZED U-BOLT5 TO ALLOW ADJUSTMENT. IT 15 CRITICAL THAT THE 6P5 ANTENNA 15 MOUNTED WITHIN 2' OF VERTICAL AND THE BASE OF THE ANTENNA 15 WITHIN 2" LEVEL. 4.CONTRACTOR SHALL ENSURE THE S15 ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEM15PHERE / HORIZON GPS ANTENNA 4 SCALE, W)HE CABLE BRIDGE 2 SCALE+ NONE 3" O.D. SUPPORT P05T + BRACKET GUT POST LENGTH TO 5UIT— HANGER BRACKET TYPE DOUBLE LEVEL CHANNEL/0" BRIDGE MAXIMUM GABLE. SPAN = 4'-0" TYP KITS INSTALL 12" DRIP LOOP ON ANTENNA GABLES. BENDING RADIU5 PER MANUFACTURER 5 STANDARDS NON METALLIC LIQUID TYPE GROUNDING WAVEGUIDE BRIDGE CHANNEL (TYPICAL) 3'-0' TO 10'-0' (WHERE NEEDED) 3" OD. POST (TYPICAL) WAVEGUIDE BRIDGE SUPPORT BRACKET 24' WIDE TRAPEZE KIT - CABLE BRIDGE DETAIL 3 SCALE, H'�E GP5 ANTENNA 24" GABLE BRIDGE. KITS BAR T -MOBILE T -MOBILE T -MOBILE EQUIPMNT CABINET 1111 E CABINET IE GGABINET [(1 m } a 0 0 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY ORIVE SCHAUMBURG, ILLINOIS 80193 ph. (8471 895-3840 tax. (8471 895-9985 T w •Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 I L12 10-14-02 FOR CONSTRUCTION 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72208 PULASKI COUNTY y� p T E O,l AR A S RE P AL ss8 tu 12/31/02 CABLE BRIDGE DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C-5 FIN. GRADE a . •"�1.' .rug}}��' '� •'+. •P r 3 '' ' ": "• GONG. PAD (TYP) M1 ;�� *' •'+ r -`" MONOPOLE BASE r ( PER MANUFACTURER'S 5PEC5 ) CABLE BRIDGE ELEVATION DETAIL �1 [(1 m } a 0 0 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY ORIVE SCHAUMBURG, ILLINOIS 80193 ph. (8471 895-3840 tax. (8471 895-9985 T w •Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 I L12 10-14-02 FOR CONSTRUCTION 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72208 PULASKI COUNTY y� p T E O,l AR A S RE P AL ss8 tu 12/31/02 CABLE BRIDGE DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET C-5 (FOUR RED) (TWO RED) L- D I VER5I TYJ A-1 G-2 ( FOUR BLUE) (TWO BL L-MA1N 1 (ONE RED)(THREE RED) L- MAIN A-2 G-1 ( FOUR BLUE) (THD BL L— DIVERSITY) B-1 R YELLOW)( TWO YELLOW) L- Dl VER51 TYJ i B-2 ( ONE YELLON( THREE YELLOW) L—MAIN 1 COLOR CODING CHART 4 SCALE: N.T.5. 1. THE 6ENERAL CONTRACTOR AND OR HIS 5UBC4NSULTANT SHALL BE R=�N516LE FOR 05TAININ6 ALL PERMITS AND INSPECTION5 WHICH MAY BE REQU1REP FOR THE WORK BY THE ARGHITEGT/EN61NEER, THE STATE, COUNTY OR LOCAL 6OVERNMENT AUTHORITY. 2. REFER TO THE 5ITE PLAN AND BOUNDARY SURVEY FOR SITE TOP06RAPHY. 3. DE516N REGUIREMENT5 FOR THE ANTENNA SUPPORTING 5TRUGTURE ARE PER LOCAL BUILDI146 CODES, ANP THE EIA/ TIA-222-E STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTIN6 STRUCTURES. THE BA51G WIND SPEED UTILIZED FOR DE516N I5 80 MPH PLUS 1/2' ICE. 4. CONCRETE FOR FENCE P05T AND ICEBRID6E SUPPORT SHALL BE 3000 P51 AIR ENTRAINED (4%-b%) NORMAL NE16HT GONCRETE. 5. FENCED SITE AREA SHALL. BE CLEARED AND 6RUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, OR6ANIG MATERIAL AND OR RUBBLE TO FIRM 5U56RADE A5 APPROVED BY 6E0TEGHNIGAL REPORT. ADD SUITABLE FILL TO -b" BELOW FINISHED 6RADE. PLACE A MIRAFI SOOX SHEET ON SUB6RADE AND FILL WITH 4 INUe5 OF AA5HTO 5l STONE TO FIN15H 6RADE. TOP PRE55 WITH 2' OF 3/4' WASHED STONE. 6, 5TRUGTURAL STEEL SHALL CONFORM TO LATEST EDITION OF THE A15C SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65- ALLOWABLE STRESS DE516N AND PLASTIC DE516N INCLUDIN6 THE COMMENTARY AND THE CODE OF STANDARD PRACTICE. -7. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A3b. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 6RAPE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES hHALL BE HOT DIP 6ALVANIZED AFTER FABRICATION. 8. WELDIN6 SHALL BE IN AGC0RDANGE WITH THE AMERICAN WELDIN6 SOCIETY (AW5) 0.1.1-92 STRUCTURAL WELDIN6 CODE- STEEL WELD ELECTRONICS SHALL BE E-IOXX. 9. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO A5TM A325. FASTENERS SHALL BE 5/8' MINIMUM DIAMETER BEARIN6 TYPE CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS 5HALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS "SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. 10. ALL COAXIAL GABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE GABLES. i1. STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS, FABRIC, 6ATE SYSTEM AND ALL NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FA5TENIN65. ALL FENCE SYSTEM COMPONENTS SHALL BE 6ALVANIZED IN ACCORDANCE WITH A5TM A153. 6ATE5 SHALL BE 5WIN6 6ATE5 WITH 4'-0' LEAFS. REFER TO TYPICAL FENCE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 15% OF 28 DAY DE516N STREN6TH. 12. NORTH ARROW SHOWN ON PLANS REFERS TO PLAN NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION MANA6ER OF ANY DISGREPANGIE5 BEFORE STARTIN6 CONSTRUCTION. REFER TO E-1 SHEET FOR 51TE ELECTRICAL DIA6RAM, DETAILS AND LAYOUT EQUIPMENT CABINET DES16N 15 UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE PE516N DRAWIN65 MONOPOLE / TOWER FOUNDATION DE5I6N 15 UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE PE5I6N DRAWIN65, REFER TO OWNER PROVIDED PRAKIN65 FOR SPECIFIC DETAILS RE6ARPIN6 FOUNDATION SYSTEM. 13. 6ENERAL CONTRACTOR 15 TO COORDINATE AND A5515T POWER CO. WITH INSTALLATION OF ANTENNA AND COAXIAL GABLES. PROJECT NOTES SCALE: N.T.5. BACK OF ANTENNA 1= PORT II PORT 2 PORT SLANT L7IIIVr/�n` SLANT RT SLAM L M •F 2 RT b ^�F Fes— -c I I � ,--,rf F TYPICAL DETAIL OF A DUAL POLE ET'Xs ANTENNA LAYOUT FOR SECTORS A (RED7, B ( YELLOW) AND 6 ( BLUE) USIN6 12 LINES. ( EXAMPLE 5HOWN 15 FOR SECTOR ONE ) ANTENNA SCHEDULE Q SCALE. N.T.S. SECTOR A ANTENNA SCHEDULE SECTOR G AZ 0° MECHANICAL DOWNTILT = 0° ANTENNA MARK 5E;TOR ANTENNA COAXIAL GABLE MELHANI DOWN -TILT Lam- AZIMUTH LNA A-1 ARR-65-19-00 ( 12' x B' x 2.15" ) BACK -MIDDLE O' O' YE` A-2 A BACK -MIDDLE O' O' YES A-3 A RR -65-19-00 ( 12' x B' x 2.15' ) BACK -MIDDLE O' O' YES O' O' YES A-4 A BAGK-MIDDLE TXI B -i B RR -65-19-00 ( 12' x 8" x 2.15' ) BACK -MIDDLE O' 120' YES 185 BACK -MIDDLE O' 120' YES B-2 B LOFT -50A 185 XI&5 FROM ANTENNA JUMPERTO 15/8' 185 N/A BACK -MIDDLE O• 120' YES B-3 B RR -65-1Q-00 ( 12' x B' x 2.15' ) RAD10 CABINET BAGK-MIDDLE 0. 120' YES B-4 B G -I G RR -65-19-00 ( 12' x 8' x 2.15' ) BALK -MIDDLE O' 240• YES G BACK -MIDDLE O• 240' YES L-2 10 10 RADIO TO MAIN LDF4-50A N/A LDF4-50A BACK -MIDDLE O' 240" YES G_3 G RR -65-19-00 -( 12' x B' x 2.15' ) TRANSMISSION LINE 1/2" 10 10 BACK -MIDDLE O° 240' YES G-4 G 1/2" 10 10 JUMPER GABLES FROM MAIN TRANSMISSION LINE ANTENNA SCHEDULE Q SCALE. N.T.S. NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA. NOTE: LEN6TH5 POSTED ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION TYPES AND SIZES OF THE ANTENNA GABLES ARE BASED ON THE ESTIMATED LENGTH OF THE GABLES. CONTRACTOR TO VERIFY ALL ACTUAL LENGTHS IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE VOICESTREAM FIELD EN6INEER FOR VERIFICATION OF SIZES OF GABLES CONTRACTOR TO PROVIDE AS-BUILTS FOR THE LENGTH OF GABLES UPON COMPLETION OF INSTALLATION. COAX CABLE CHART SCALE: N.T.S. 3 9 W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 + ph. 18471 895.3640 lax. 18471 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR10053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY g� A T E Olt. G TE 5 I E 6 P Iz/3i/az ANTENNA SCHEDULE DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET CM6 SECTOR A SECTOR B SECTOR G AZ 0° MECHANICAL DOWNTILT = 0° AZ 120° MECHANICAL DOWNTILT = O' AZ 240, MECHANICAL DOWNTILT = O° COAX LENGTH (FT) COAX LENGTH (FT) COAX LENGTH (FT) FROM/TD GABLEI/ TYPE/SIZE GABLED/ TYPE/SIZE GABLE/ TYPESIZE RXO/RXC TX2 TX2 RX1/ TX2 RXI/ TXO TX1 TXO TXI TXO TXI MAIN LINE COAX LDFI-SOA 185 185 LDFI-SOA 185 185 LOFT -50A 185 XI&5 FROM ANTENNA JUMPERTO 15/8' 185 N/A f851 5/8' 185WA 1 5/8' 185WA RAD10 CABINET JUMPER GABLES FROM 10 10 10 10 10 10 RADIO TO MAIN LDF4-50A N/A LDF4-50A N/A LDF4-50A N/A TRANSMISSION LINE 1/2" 10 10 1/2" 10 10 1/2" 10 10 JUMPER GABLES FROM MAIN TRANSMISSION LINE LDF4-50A 3 '' LDF 3 WA 3 LDF 3 WA 3 TO ANTENNAS I/2' 3 N/A 3 1/2" /2' 3 3 1/2` /2' 3 3 NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA. NOTE: LEN6TH5 POSTED ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION TYPES AND SIZES OF THE ANTENNA GABLES ARE BASED ON THE ESTIMATED LENGTH OF THE GABLES. CONTRACTOR TO VERIFY ALL ACTUAL LENGTHS IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE VOICESTREAM FIELD EN6INEER FOR VERIFICATION OF SIZES OF GABLES CONTRACTOR TO PROVIDE AS-BUILTS FOR THE LENGTH OF GABLES UPON COMPLETION OF INSTALLATION. COAX CABLE CHART SCALE: N.T.S. 3 9 W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 + ph. 18471 895.3640 lax. 18471 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR10053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY g� A T E Olt. G TE 5 I E 6 P Iz/3i/az ANTENNA SCHEDULE DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET CM6