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PROJECT TYPE EXISTING 150'-0" MONOPOLE WITH NEW 5'-0" EXTENSION AND NEW RELATED UNMANNED COMMUNICATION EQUIPMENT AT GRADE LEVEL. DRIVING DIRECTIONS FROM T -MOBILE OFFICE (I-630 8 1-430): FROM INTERSECTION OF I-630 AND I-430, TRAVEL SOUTH ON I-430 2.726 MILES TO GR27/GOLONEL GLENN, TRAVEL EAST ON COLONEL 6LENN .3 OF A MILE TO UNMARKED TALLEY' RD ON THE LEFT, JUST BEFORE THE CLEARCOM BROADGASTIN6 BUILDING. TURN LEFT AND DRIVE APPROXIMATELY .3 OF A MILE TO THE SITE AT THE TOP. .2 OF THE ROAD 15 BEHIND A LOCKED GATE, AND THE SITE IS WITHIN A LOCKED WATER NORKS COMPOUND. YOU WILL REQUIRE THE SBA GATE CODE TO 6ET TO THE SITE, VICINITY MAP _ - 4 m �r- 1 �;� ksimxw.rcw.�xa_� a Llrrle R94k SCALE: NONE SITE DATA LATITUPE: 34°, 42'54.002' LON&ITUDE: 92', 25'51Z -7q' ELEVATION: 465.85' DATA 05TAINEP FROM SUidVEY T • •Mobile 0 SITE NUMBER AR1016.A SITE NAME SBA COLONEL GLENN SITE ADDRESS/ 911 ADDRESS 10720 GOLONEL 6LENN ROAD LITTLE ROGK, ARKANSAS 72204 PULASKI GOUNTY OU I LD I Nor COP55=_ 2000- INTERNATIONAL BIJILDIN6 CODE 2000- INTERNATIONAL FIRE CORE IR98- NEC, NATIONAL ELECTRIC CODE CALL BEFORE P166IN6 ARKANSAS ONE -GALL SYSTEM I-800-482-8848 SITE LOCATION ° p �1ur R 1 FA rmir„gton r euv•ilie"-. __ °Salem 0reEnficI U_ ly I T E S T A T E 80�. Ma�hTield• va' idCGen igfel Hvusivn IiSprniMantaln C-rEmnence Fli drnontop-4Ceohark GreenvilleWfllo-5 nn s nAva nur __ Cha ri'lc8i rare 4f rrlsburg ncxwcraur� �tiadjvndale•aMurgan I A � zab.ethto-wn =�'`' X41 'ard1 S R _� AAadisanvill4:" ' rdi.•,Ivpaljs .PBjLrC8F1 ,n r s it APPROVED FOR CONSTRUCTION PROPERTY OWNER OR REP RF ZONIN6 NETWORK CONSTRUCTION CONTRACTOR OPERATIONS SITE AGQU[SITION SHEET INDEX 5"T- DESGRIPrION NO. T-1 TITLE SHEET N-1 GENERAL NOTES M-2 GENERAL NOTES C-1 C-5 C-6 ICE BRIDGE DETAILS ANTENNA SCHEDULE E-1 ELECTRICAL / TELCO PLAN E-2 ELECTRICAL NOTES E-3 GROUNDING RISER DIAGRAM E-4 GROUNDING PLAN E-5 GROUNDING DETAILS E-6 GROUNDING DETAILS S-1 ELEVATED EQUIPMENT PLATFORM LAYOUT e uro,a - _ Bloomf_eid460 fESaIHopidnm e: td_$.I ar 11g ' Casuille - -1'a Plai u Ile ° a I2 q Ilton `PoplarSiuif Clin3tsna N{urray' 'C$iI($V1I�e GainesuillE — — r� e Eureka. ` 180 Daniphah Nialdene s 6 -'-- �` ..-.. .... ..... :.•. i~•--.....-..... .... i.+..... _` $piin`gsw_' Bzrryville Salemt _ c..._ ma d:'TiptanuJf `7A} b'ovoa: 13 °- - ' x Parisl - a' gers Harnsoss '- + Com+n$' p;ggv 'Hlartin `Erin Mountain Ash `lat ri:enn r Daesdsri $� Home QPocahonfas to 1[Sgdale- + Camden Melbourne r-p--+P9Y&UDuld yers6u{g ;70�b3dv e ~^ ° W ¢� r Hunti don Jasper ', aMarshall ..1A�u�lntain ._ ..._._e c y ilESggro aLahe L'ify Iltieville tuti[a'n c OyarkNefenalforest 5: a lAlama w 'Gentenrliie _ •� 8afzsisille- r � • • n _ - Ciintori•: _ Flaw nrt' Osce a -.� �- e Hehe: a p .;� Bro-ItirLarllle -• -mark _ Cla ksville. Springs, Harrisfrurpo tE3 yet °Coving n Jacksan Hc+herlvoai . f rt nif h D Paris A R K A N S A S 'f 6 Augusta "x ~ T A3 _ 9 T_ )E N N E 5 S Z _E� ,.- 4. RrasellvNle. •Baiivai ` Law(Baoe6urg n MORilton ears�r vdynne IsdeTn hi f 'SavanW., nevills Danvm '.-._ " " r" �! ' Cakfier'ville _" a GOnwasj C ah of roes Arc F a rresf Citi( l?itlji -. -t Ent Waldron:- p. �•. �. - :...S.T._- •Y.,:...::.. F_,....-.,.-..-.___ ._....... Kills v ey 7g� ti 78Z _ rY• Con{ Ashlane Little Ro RR 7r2E34.. -� � : •' ---� o '? Flotr3nce n �_ Adaridllnd' H ?7Q . Mount Ida He€Tlan }GktIle Rock 91ufr`- ^;r vEena o (4®) ....__4 S'enatobia r •.'1$5 o -J, ._. Hot SpaIver n stuttgat#;- Helena - - Satesvllle SCALE: 1" = 50 MILES `t pRipley ! luka _ ly Springs', M 1 5 S 15'S I P P I A6aaneuilfe ALABAMA 'Sa,dis New AlbanyW"p Y - R! ellville 'Maultnii PROFESSIONAL ENGINEER N -T COMMUNICATION DE516N 6ROUP, LLC 39 EAST SCULLY DRIVE SCHAUMBUR6, ILLINOIS 60193 CONTACT: KEITH MAND05KE PHONE: (841) 895-3640 CONSULTANTS BY: rr r ` D181 E: 4 X 16 SURVEYOR STRU TU -RAI ENGIN ER H d 5 SURVEYING ANALYSIS AND DE516N OF TOWER 201 N. BICKFORD AND FOUNDATION BY OTHERS. - P.O. BOX 391 EL RENO, OK 13036 PHONE: 405-262-0249 FAX: 405-262-5107 UTILITIES ARKANSAS ONE -CALL SYSTEM POWER COMPANY CONTRACTOR TO GALL 48 HOURS EN7ER6Y BEFORE DI66IN6 >s9 ENTER6Y COURT GALL ARKANSAS ONE -GALL LITTLE ROCK, ARKANSAS SYSTEM 12212 PHONE-- (800) 482-8998 PH: 501-G54-5165 INDEPENDENT LOCATORS TO BE USED ON ALL SITES. 4' OCT 0 8 200? I TELCO COMPANY SOUTHNE5TERN BELL 1111 CAPITOL, ROOM 465 LITTLE ROCK, ARKANSAS 12201 PH: 501-313-5112 W7m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 895-3840 tax. 18471 895-9986 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION I 10-01-02 FOR CLIENT REVIEW AR1016,A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 L c U FT } DATE: NOTE, SCALE: A5 NOTED THESE PLANS HAVE BEEN PREPARED TO CDG W -T # 54ALE ON II" X 1'7" FORMAT. ALL COPIE5 OF THESE PLANS OTHF_R THAN II" X I-)" HAVE BEEN REDUCER OR ENLARGED. PROJECT SUMMARY SITE INFORMATION LANDLORD APPLICANT CITY OF LITTLE ROCK LITTLE ROCK MUNICIPAL T -MOBILE - OCCUPANCY: UNMANNED WATER WORKS 12120 COLONEL GLENN ROAD ZONIN6, R-2 GUP11Z6042, WCF #Z -6042B SUITE 1000 i_1 LITTLE ROCK, AR 12210, CONSTRUCTION TYPE: EXI5TIN6 MONOPOLE CONTACT: N/A CONTACT PERSON: ZON]IJ6 MANAGER-�' ZONIN6 PHONE: N/A 11121 e uro,a - _ Bloomf_eid460 fESaIHopidnm e: td_$.I ar 11g ' Casuille - -1'a Plai u Ile ° a I2 q Ilton `PoplarSiuif Clin3tsna N{urray' 'C$iI($V1I�e GainesuillE — — r� e Eureka. ` 180 Daniphah Nialdene s 6 -'-- �` ..-.. .... ..... :.•. i~•--.....-..... .... i.+..... _` $piin`gsw_' Bzrryville Salemt _ c..._ ma d:'TiptanuJf `7A} b'ovoa: 13 °- - ' x Parisl - a' gers Harnsoss '- + Com+n$' p;ggv 'Hlartin `Erin Mountain Ash `lat ri:enn r Daesdsri $� Home QPocahonfas to 1[Sgdale- + Camden Melbourne r-p--+P9Y&UDuld yers6u{g ;70�b3dv e ~^ ° W ¢� r Hunti don Jasper ', aMarshall ..1A�u�lntain ._ ..._._e c y ilESggro aLahe L'ify Iltieville tuti[a'n c OyarkNefenalforest 5: a lAlama w 'Gentenrliie _ •� 8afzsisille- r � • • n _ - Ciintori•: _ Flaw nrt' Osce a -.� �- e Hehe: a p .;� Bro-ItirLarllle -• -mark _ Cla ksville. Springs, Harrisfrurpo tE3 yet °Coving n Jacksan Hc+herlvoai . f rt nif h D Paris A R K A N S A S 'f 6 Augusta "x ~ T A3 _ 9 T_ )E N N E 5 S Z _E� ,.- 4. RrasellvNle. •Baiivai ` Law(Baoe6urg n MORilton ears�r vdynne IsdeTn hi f 'SavanW., nevills Danvm '.-._ " " r" �! ' Cakfier'ville _" a GOnwasj C ah of roes Arc F a rresf Citi( l?itlji -. -t Ent Waldron:- p. �•. �. - :...S.T._- •Y.,:...::.. F_,....-.,.-..-.___ ._....... Kills v ey 7g� ti 78Z _ rY• Con{ Ashlane Little Ro RR 7r2E34.. -� � : •' ---� o '? Flotr3nce n �_ Adaridllnd' H ?7Q . Mount Ida He€Tlan }GktIle Rock 91ufr`- ^;r vEena o (4®) ....__4 S'enatobia r •.'1$5 o -J, ._. Hot SpaIver n stuttgat#;- Helena - - Satesvllle SCALE: 1" = 50 MILES `t pRipley ! luka _ ly Springs', M 1 5 S 15'S I P P I A6aaneuilfe ALABAMA 'Sa,dis New AlbanyW"p Y - R! ellville 'Maultnii PROFESSIONAL ENGINEER N -T COMMUNICATION DE516N 6ROUP, LLC 39 EAST SCULLY DRIVE SCHAUMBUR6, ILLINOIS 60193 CONTACT: KEITH MAND05KE PHONE: (841) 895-3640 CONSULTANTS BY: rr r ` D181 E: 4 X 16 SURVEYOR STRU TU -RAI ENGIN ER H d 5 SURVEYING ANALYSIS AND DE516N OF TOWER 201 N. BICKFORD AND FOUNDATION BY OTHERS. - P.O. BOX 391 EL RENO, OK 13036 PHONE: 405-262-0249 FAX: 405-262-5107 UTILITIES ARKANSAS ONE -CALL SYSTEM POWER COMPANY CONTRACTOR TO GALL 48 HOURS EN7ER6Y BEFORE DI66IN6 >s9 ENTER6Y COURT GALL ARKANSAS ONE -GALL LITTLE ROCK, ARKANSAS SYSTEM 12212 PHONE-- (800) 482-8998 PH: 501-G54-5165 INDEPENDENT LOCATORS TO BE USED ON ALL SITES. 4' OCT 0 8 200? I TELCO COMPANY SOUTHNE5TERN BELL 1111 CAPITOL, ROOM 465 LITTLE ROCK, ARKANSAS 12201 PH: 501-313-5112 W7m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 895-3840 tax. 18471 895-9986 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION I 10-01-02 FOR CLIENT REVIEW AR1016,A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 L c U FT } DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 o SHEET n T=1 O U DIVISION I - GENERAL REQUIREMENTS PART I GENERAL 1.1 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 EXEGUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. 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. 1.2 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 5UGH 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 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 AS 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 RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. B. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR ADO'L DETAILS. 1.4 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. 15 GLEAN UP A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE 51TE 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, SMUDGES AND OTHER FOREIGN MATTER. I. REMOVE ALL TRAGE5 OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE 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 WALL5/FLOOR/GE IL I NG. L REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 1.6 CHANGE ORDER PROCEDURE A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE GONTRAGTOR 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 5UI35TITUTIONS 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. 1.1 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 GONTRAGTOR. 1.5 SHOP DRAWINGS 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. INGLUDE 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 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 VER51ON OF THE FOLLOWING: I. AN51/EIA -.222 - F 2. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL INC 199"1. 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999. 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUGT5. 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 5PEGIFIGATION5 (AI5G). 6. LIFE SAFETY CODE NFPA-101-2000. 1.11 ADMIN15TFZATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRAGTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A 51NOLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THI5 PROJECT. THI5 PROJECT MANAGER WILL DEVELOP A MASTER 5GHEDULE 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 SGHEDULE AN ON-51TE MEETING WITH ALL MAJOR PARTIES. THIS 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. GONTRAGTOR WILL COMPLY WITH ALL WPG5 SAFETY REQUIREMENTS IN THEIR AGREEMENT. F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. G. 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 46 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. I GENERAL GONTRAGTOR SHALL PROVIDE WITHIN 46 HOURS OF CONSTRUCTION; BEFORE d AFTER PHOTOS OF CONSTRUCTION FROM ALL SIDES, INSIDE 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 PROJEGT. K. GENERAL CONTRACTOR TO PROVIDE COPIES OF ALL INSPECTION RELEASES FROM THE GOVERNING MUNICIPALITIES WITHIN 48 HOURS AFTER GON5TRUGTION. 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 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. 02630 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. 1.2 QUALITY ASSURANCE A. ALL STEEL MATERIALS UTILIZED IN GONJUNGTION WITH THIS 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. P05T5 SHALL BE HOT -DIPPED IN GRADE E ZING 1.6 OUNCES PER SQUARE FOOT. 13 5EQUENGING A. IF THE 51TE AREA HAS BEEN BROUGHT UP TO SURFACE GOUR5E ELEVATION PRIOR TO FENCE CONSTRUCTION. FENCE POST 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. 1.5 APPLICABLE STANDARDS A. A5TM-A53 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZING COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. A5TM-A125 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. ASTM -A329 5PEGIFIGATION FOR ZING-GOATED STEEL CHAIN LINK FENCE FABRIC. E. A5TM-A653 STANDARD SPECIFICATION FOR STEEL SHEET ZING COATED (GALVANIZED) BY THE HOT DIPPED PROGE55. F. A5TM-A5"10 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. G. FEDERAL SPECIFICATION RR-F-191-FENGING, 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 514ALL BE T), -4O -INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.146°) WIRE. VERIFY HEIGHT WITH PROJECT MANAGER. THE FABRIG SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF A5TM A-392 GLA55 I. G. NOT USED. D. ALL POSTS 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 5GHEDULE-40 MECHANICAL -SERVICE 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 MERCHANTS METAL MODEL 64366 HINGE ADAPTER WITH MODEL 6409, 166 -DEGREE ATTAGHMENT, OR EQUAL. J. THE GUIDE (LATCH ASSEMBLY SHALL BE MERCHANTS METAL MODEL 2063, 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 TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. 0. PLACE A 51X 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 GATE AND END PANELS SHALL HAVE A 3/B" 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 GLIP5 AND TEN51ON 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 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. 3.2 INSTALLATION A. P05T FOUNDATIONS SHALL HAVE A MINIMUM 51X -INCH CONCRETE COVER UNDER POST. B. ALL FENCE P05T5 SHALL BE VERTICALLY PLUMB WITHIN ON INCH IN EIGHT FEET. G. AT CORNER POSTS, 6ATEP05T AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH 5TRETGHER AND TEN51ON BAND -CLIPS AT 15 INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTAGHED WITH BAND GLIPS AT 15 -INCH INTERVALS. E. ATTACH FABRIC TO BRACE RAIL5, TENSION WIRE AND TRUSS RODS WITH TIE GLIPS AT TWO -FOOT INTERVALS. F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LIKE FABRIC, AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED 50 LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CONCRETE FOR FENCE POSTS SHALL HAVE A MINIMUM OF 3000-P51 BREAKING STRENGTH AT 25 DAYS. 33 PROTECTION: UPON COMPLETION OF ERECTION, INSPEGT FENCE U MATERIAL AND PAINT FIELD GUTS OR GALVANIZING BREAKS WITH ZING -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. i O U W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. (8471 895-3640 fox. 18471 895-9985 mTm • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION I 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n ' DATE:12/31 /02 GENERAL NOTES DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET N-1 DIVISION IG,- GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION I. DEFINITIONS A. AGB -ANTENNA GROUND BAR B. AWG-AMERIGAN WIRE GAUGE G. EMT -ELECTRICAL METAL TUBING D. M013-MA5TER GROUND BAR E. PVG-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 16l DEGREES FAHRENHEIT. 2 SUBMITTAL OF BID INDICATES CONTRACTOR 15 GOONIZANT 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 ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AMC) DI5GREPANCY'S 4. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY A5 POSSIBLE. 6. ELECTRICAL SERVICE 120/240 51NOLE PHASE 3 WIRE 200 AMP SERVICE. T. 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 (0.5.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 AMC) AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. q. ALL MATERIALS AND EQUIPMENT USED SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH GLASS OR GROUP OF EQUIPMENT_ 10. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARD ESTABLISHED BY ANSI, AND NEMA 23. METER 50GKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE NOTED ON THE DRAWIN65 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 PVG. 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 6 FEET AND SHALL CONTAIN GROUND CONDUCTOR SIZED IN AGGORDANGE WITH THE NATIONAL ELECTRIC CODE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 2T. 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 TE5T5 FOR APPROVAL SUBMIT TEST REPORTS TO THE PM. GLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AMC) LEAVE WORK IN COMPLETE AND UNDAMAGED CONDITION. 2q. 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 BAGKGROUND 1.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH I5: 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 POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT. G. 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. 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. Il. ALL BROCHURES, OPERATING, MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 18. ALL CIRCUIT BREAKERS, FU5E5 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. Iq. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 20. PENETRATIONS IN FIRE RATED WALL5 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 UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. G. 3/4xIO' 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 (I.E., DOUBLE LUGS, SPLIT BOLT5 PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR 5TAINLE55 STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. G. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE 5TAINLE55 STEEL WITH STAR TYPE 5TAINLE55 STEEL LOCK WASHERS. H. ALL LUG5 SHALL HAVE TWO HOLES FOR A DOUBLE BOLT CONNECTION. 2.1 MASTER GROUND BAR (MOB) THE PURPOSE OF THE MASTER GROUND BAR 15 TO GROUND THE BT5 AND ANY OTHER METALLIC OBJECTS AROUND THE BT5. 22 ANTENNA GROUND BAR THE PURPOSE OF THE ANTENNA GROUND BAR 15 PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL GABLE 15 USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT 15 ACCEPTABLE TO BOND EXTERIOR, GABLE TRAY, WAVEGUIDE PORTS AND CANTILEVERED WAVEGUIDE BRIDGES TO THE A613. 23 SURGE ARRESTOR GROUND BAR (5AGB) 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 USING 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 TOWARDS THE BT5. THE GROUND SHALL BE TERMINATED AT THE GB. THE &B SHALL HAVE TWO (2) LEADS OF #2 AW6 BARE TINNED COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE ENCASED IN PVG CONDUIT. G. THE THIRD GROUND SHALL BE THE SURGE ARRESTOR GROUND. IT SHALL BE ATTACHED TO THE GABLE ON STRAIGHT RUNS (NOT WITHIN 13EN05) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS. THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE 5A&13 SHALL HAVE TWO (2) LEADS OF #2 BARE TINNED 50LID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE GROUND LEADS SHALL BE ENGA5ED IN PVG. 2.5 PERIMETER FENCE &ROUNDIN6 A. CORNER FENCE GROUNDING. 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 PO5T5 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 KG22 TO THE P05T WITH A #2 AWS BARE SOLID TINNED COPPER WIRE. E. GATE5 F. 6ATE5 SHALL BE BONDED TO &ATE POSTS WITH A 18' BRAIDED STRAP TYPE 130185g2. 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 AMC) GAD WELD TO THE NEAREST EXTERIOR GROUND RING GROUND ROD. 2.-1 EQUIPMENT ROOM GROUNDING THE MASTER GROUND BAR(MOB) SHALL SERVE A5 THE COLLECTION POINT FOR THE BTS A5 WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED METAL MATERIALS. GABLE TRAYS, ALARM ,UNCTION BOX, ETC., SHALL BE GROUNDED WITH #6 AWG, STRANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MOB. 2.8 NOT USED 2A SERVICE GROUNDING CONNECTIONS: THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED IN ACCORDANCE WITH THE NEG. 2.10 COAX BRIDGE/ 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 STAR LOCK WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. 2.11 TENANT IMPROVEMENT SITE &ROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA 6ROUND 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 B1JILDI146 STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BU55 BAR, BOTH M65 AND A613 (5), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. A615(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 OUTSIDE GROUND 5Y5TEM5 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 E FINISH ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER GAD WELD OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPO51N6 THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BU55 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 GOLD 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 GOLD 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 RESISTANCE SHALL MEASURE 5 OHMS OR LE55 TO &ROUND. RESULTS OF THIS SHALL BE BROUGHT TO THE ATTENTION OF THE PM. THE RE515TANCE TO GROUND SHALL BE MEASURED USING THE FALL OF POTENTIAL METHOD. 2.15 HIGH R15E BUILDING: A. H16H RI5E 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 LI&HTENIN& PROTECTION SYSTEM_ IF ONE 15 IN PLACE. IT WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE LI6HTENIN6 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 FV551BLE 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 LEA05 OF 250 MGM. COMING FROM GROUND BUSS BARS TO GONNEGT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LE55 THAN FOUR GROUND RODS. WHERE PRACTICAL. THE BUILDIN6 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 GROUNDED TO A SEPARATE BU55 BAR AND DOWN LEG, WHERE THE COAXIAL GABLES ENTER THE BUILDING. THE DOWN LEADS SHOULD BE PROTECTED IN PVG CONDUIT AND SHOULD BE INSTALLED A5 FAR APART AS 15 PRACTICAL FROM EACH OTHER THE SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL CONNECTION WITH THE FIRST GROUND ROD. W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 895-3540 fm t. 1847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 p.T E a S ,c� ARKANSAS L REGISTERED PROFESSIONAL ENGINEER .� 10966 0 GENERAL NOTES w D o DATE: 10-01-02 Z SCALE: A5 NOTED 20 DRAWN. CDG W -T # T02355 m o SHEET N-2 [3 Q U 12 A/G GROUNDING: 11. ALL TELCO CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR ALL GROUNDING CONNECTIONS INSIDE OF CABINET SHALL BE BURIAL UNLESS OTHERWISE NOTED. SCRAPED TO BARE METAL AND COATED WITH CONDUCTING LUBRICANT. 12. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND STATION GROUNDING SYSTEM O.S.HA. 2.0 MATERIALS: A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL 13. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS EXTERIOR CONDUCTOR AND TOWER GROUND BAR AND PAY ALL REQUIRED FEES. CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNA5 SHALL BE NO.6 STANDARD GREEN INSULATED 14. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) JUMPERS THE GROUND WIRE TO THE MGB SHALL BE YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY GREEN INSULATED #2 WIRE BURNDY CONNECTED TO THE WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING 13U55 BAR AND CONNECTED TO THE GROUND RING ON A THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN GROUND ROD. NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. B. #2 AWG, INSULATED STRANDED COPPER GABLE SHALL 15. ALL TELCO CONDUIT SHALL HAVE A PULL WIRE OR ROPE. BE INSTALLED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT IMPROVEMENT SITES. 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. Il. ALL BROCHURES, OPERATING, MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 18. ALL CIRCUIT BREAKERS, FU5E5 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. Iq. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 20. PENETRATIONS IN FIRE RATED WALL5 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 UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. G. 3/4xIO' 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 (I.E., DOUBLE LUGS, SPLIT BOLT5 PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR 5TAINLE55 STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. G. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE 5TAINLE55 STEEL WITH STAR TYPE 5TAINLE55 STEEL LOCK WASHERS. H. ALL LUG5 SHALL HAVE TWO HOLES FOR A DOUBLE BOLT CONNECTION. 2.1 MASTER GROUND BAR (MOB) THE PURPOSE OF THE MASTER GROUND BAR 15 TO GROUND THE BT5 AND ANY OTHER METALLIC OBJECTS AROUND THE BT5. 22 ANTENNA GROUND BAR THE PURPOSE OF THE ANTENNA GROUND BAR 15 PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL GABLE 15 USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT 15 ACCEPTABLE TO BOND EXTERIOR, GABLE TRAY, WAVEGUIDE PORTS AND CANTILEVERED WAVEGUIDE BRIDGES TO THE A613. 23 SURGE ARRESTOR GROUND BAR (5AGB) 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 USING 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 TOWARDS THE BT5. THE GROUND SHALL BE TERMINATED AT THE GB. THE &B SHALL HAVE TWO (2) LEADS OF #2 AW6 BARE TINNED COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE ENCASED IN PVG CONDUIT. G. THE THIRD GROUND SHALL BE THE SURGE ARRESTOR GROUND. IT SHALL BE ATTACHED TO THE GABLE ON STRAIGHT RUNS (NOT WITHIN 13EN05) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS. THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE 5A&13 SHALL HAVE TWO (2) LEADS OF #2 BARE TINNED 50LID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE GROUND LEADS SHALL BE ENGA5ED IN PVG. 2.5 PERIMETER FENCE &ROUNDIN6 A. CORNER FENCE GROUNDING. 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 PO5T5 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 KG22 TO THE P05T WITH A #2 AWS BARE SOLID TINNED COPPER WIRE. E. GATE5 F. 6ATE5 SHALL BE BONDED TO &ATE POSTS WITH A 18' BRAIDED STRAP TYPE 130185g2. 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 AMC) GAD WELD TO THE NEAREST EXTERIOR GROUND RING GROUND ROD. 2.-1 EQUIPMENT ROOM GROUNDING THE MASTER GROUND BAR(MOB) SHALL SERVE A5 THE COLLECTION POINT FOR THE BTS A5 WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED METAL MATERIALS. GABLE TRAYS, ALARM ,UNCTION BOX, ETC., SHALL BE GROUNDED WITH #6 AWG, STRANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MOB. 2.8 NOT USED 2A SERVICE GROUNDING CONNECTIONS: THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED IN ACCORDANCE WITH THE NEG. 2.10 COAX BRIDGE/ 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 STAR LOCK WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. 2.11 TENANT IMPROVEMENT SITE &ROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA 6ROUND 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 B1JILDI146 STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BU55 BAR, BOTH M65 AND A613 (5), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. A615(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 OUTSIDE GROUND 5Y5TEM5 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 E FINISH ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER GAD WELD OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPO51N6 THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BU55 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 GOLD 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 GOLD 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 RESISTANCE SHALL MEASURE 5 OHMS OR LE55 TO &ROUND. RESULTS OF THIS SHALL BE BROUGHT TO THE ATTENTION OF THE PM. THE RE515TANCE TO GROUND SHALL BE MEASURED USING THE FALL OF POTENTIAL METHOD. 2.15 HIGH R15E BUILDING: A. H16H RI5E 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 LI&HTENIN& PROTECTION SYSTEM_ IF ONE 15 IN PLACE. IT WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE LI6HTENIN6 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 FV551BLE 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 LEA05 OF 250 MGM. COMING FROM GROUND BUSS BARS TO GONNEGT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LE55 THAN FOUR GROUND RODS. WHERE PRACTICAL. THE BUILDIN6 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 GROUNDED TO A SEPARATE BU55 BAR AND DOWN LEG, WHERE THE COAXIAL GABLES ENTER THE BUILDING. THE DOWN LEADS SHOULD BE PROTECTED IN PVG CONDUIT AND SHOULD BE INSTALLED A5 FAR APART AS 15 PRACTICAL FROM EACH OTHER THE SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL CONNECTION WITH THE FIRST GROUND ROD. W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 895-3540 fm t. 1847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 p.T E a S ,c� ARKANSAS L REGISTERED PROFESSIONAL ENGINEER .� 10966 0 GENERAL NOTES w D o DATE: 10-01-02 Z SCALE: A5 NOTED 20 DRAWN. CDG W -T # T02355 m o SHEET N-2 [3 Q U DIVISION 2- 51TE WORK AND DRAINAGE 02000 EARTH WORK, EXCAVATION AND GRADING PART I GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND 51TE PLAN FOR WORK INCLUDED. 1.2 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 SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL AGGE55. 1 4 QUALITY ASSURANCE A. VEGETATION LANDSCAPING IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 13 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 5UB-BA5E MATERIAL. G. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG AGGE55 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 AGGE55 ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH. E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. I.6 SUBMITTALS A. BEFORE CON5TRUCTION I. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRA55 SEED AND FERTILIZER, IF REQUIRED. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. Ll WARRANTY A. LANDSCAPING, IF INCLUDED WITHIN THE 56OPE OF THE GONTRAGT, 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. SOIL STABILIZER FABRIC, SHALL CONFORM TO SPECIFICATIONS CONTAINED IN SECTION 1019 OF THE "VIRGINIA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES', LATEST EDITION FOR CLASS G GEOTEXTILES. CLEANLINESS, H05E DOWN THE EXTERIOR OF THE STRUCTURE. 2.2 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY 5HEEP5 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 51TE AREA AND AGGE55 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 INSTRUCTED 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 5UB-BA5E COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE 51TE AND ACCESS ROAD AS REQUIRED WITH THE SOIL 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 51TE AND DO NOT SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING. G. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. D. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING, AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS ARE ROUTES UTILIZED FOR AGGE55 TO THE SITE, GOMMENGING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SGOPE UNLESS OTHERWISE NOTED. E. WHEN IMPROVING AN EXISTING AGGE55 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. G. 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 SIDE OF SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS AND TO ALL OTHER 5LOPE5 GREATER THEN 2:1. I. UNDER NO CIRCUMSTANCES WILL DITCHES, SHALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH TH15 GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING. J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHIGH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. K. 50H SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. L. IT IS 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. 3.3 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 95% MAXIMUM DENSITY IN ACCORDANCE WITH A5TM 0-1551 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 L005E DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN AGGEPTABLE 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 501L EROSION. 02550 FENCE (IF REQUIRED). DIVISION 13 SPECIAL CONSTRUCTION 13100 TOWER 6 ANTENNA INSTALLATION PARTI-GENERAL 1.1 WORK INCLUDED A. IF REQUIRED, ERECT FURNISHED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION GROUNDING SHALL INCLUDE BA5E(5) AND ANGHOR5. G. IF REQUIRED, INSTALL THREE(3) SIDE ARMS, CONSISTING OF THREE (3) 6'-0" AS INDICATED ON DRAWING -CONFIRM WITH OWNER REPRESENTATIVE. D. INSTALL ANTENNAS AS INDICATED ON DRAWING AND OWNER SPECIFICATIONS. E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWING. F. INSTALL FURN15HED 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 KITS WITH LONG BARREL COMPRESSION LUG5(51M. TO ANDREW-22310TB0 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. 2.2 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 GABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DF ANIN66 AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE 'AND LOCAL BUILDING CODE5, SPECIAL CODES HAVING JURISDICTION OVER 5PECIFIG PORTIONS OF WORK. THI5 INCLUDES BUS 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 AG -10/1460-IH OBSTRUCTION MARKING, AND LIGHTING. 3. FCC -FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 115, OBSTRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM 115A, HIGH INTEN51TY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AI5C-AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS U51NO A5TM A325 OR A490 BOLTS. 5. IN ALL GA5E5, PART ll OR THE FAA RULES AND PARTS Il AND 22 OF THE Fr -C. 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 80193 ph. 1847) 895-3840 4x. 18471 B95-9985 T • •Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 10-01-02 1 FOR CLIENT REVIEW AR1016-A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 5� t'02 ARI RE PRO E u oTTO DATE: c� GENERAL NOTES w O o DATE: 10-01-02 a Z SCALE: A5 NOTED 2 20 DRAWN: CDG U W -T # T02395 m Rn SHEET N=3 r w O U J w+u'g Fence / WATER o TANK r rri crw \ (IN rzi NOTES CONCERNING SURVEY: 1 imh - 50 ft. 1: This survey b baeed on TITLE COMMITMENT .a,,. 64': a..dh 1W1rea1 a CleaontY C-npany 100 Cerhbr Sheet (P.O. Bak 231 Little Rock kansa. Ar72203 DATED: Jonuory 4, 2001 br a ef'CC AA zcdeuP'inv9y 1 I. de1Nd as ph. ear mY,u� SO�! -td and and I ar MInm 20 es, +wflcoE '�'m� fhb Ffasna8av wog rrhodhned and d.lemhined iy CF on 09/29/2002 3: Thl. survey don not protide ony dot-kwtbn wncemho .euond; fault ling tondo wrote or my other envi--td I- Such .Hera ohtzd be dieci.d to an e:¢rt axisut L 4c There may be odditional burred or underground utill F the area which the an.ya b unaware of and no liability for such b assumed herein. 5. THE DOCUMENTS SUPPCRTING EASEMENTS IN SCHEDULE B WAS PROVIDED. _ Taws C -id d Lot 344Y54.002' Lm: 9273'57.679' 0- 46565' . LEASE SITE 180 Sq. Ft a004 Acres 8 I 3f LINE BEAR64G Of5FN7EE Ll � • � P.0. - _ rl f +a9 1577NG LEASE SITE' L2 oAaq {o+N P D ar �t 1.600 Sq. Ft 0.367 Acres 5 0244- E 11W L4 S 04'4914 W 15.00 L5 N 6S 12.2 W 12.00• I.fi per PW. 1.75 L7 N 04'49.15 E 2737 Le s 7T2a D1 E 11.94 GRAPHIC SCALE \ x pill xi x iiiiiiiiii xe \ (IN rzi NOTES CONCERNING SURVEY: 1 imh - 50 ft. 1: This survey b baeed on TITLE COMMITMENT .a,,. 64': a..dh 1W1rea1 a CleaontY C-npany 100 Cerhbr Sheet (P.O. Bak 231 Little Rock kansa. Ar72203 DATED: Jonuory 4, 2001 br a ef'CC AA zcdeuP'inv9y 1 I. de1Nd as ph. ear mY,u� SO�! -td and and I ar MInm 20 es, +wflcoE '�'m� fhb Ffasna8av wog rrhodhned and d.lemhined iy CF on 09/29/2002 3: Thl. survey don not protide ony dot-kwtbn wncemho .euond; fault ling tondo wrote or my other envi--td I- Such .Hera ohtzd be dieci.d to an e:¢rt axisut L 4c There may be odditional burred or underground utill F the area which the an.ya b unaware of and no liability for such b assumed herein. 5. THE DOCUMENTS SUPPCRTING EASEMENTS IN SCHEDULE B WAS PROVIDED. _ Taws C -id d Lot 344Y54.002' Lm: 9273'57.679' 0- 46565' . LEASE SITE 180 Sq. Ft a004 Acres 8 I 3f LINE BEAR64G Of5FN7EE Ll N 04.4935 E 11.81 L2 N D -L'4935 E 13- L3 5 0244- E 11W L4 S 04'4914 W 15.00 L5 N 6S 12.2 W 12.00• I.fi S &512•/4 E 1.75 L7 N 04'49.15 E 2737 Le s 7T2a D1 E 11.94 -fro one -free 00 CC ���� Ca'aheV elOifu7in� . LEASE SiTE CORNER ELEVA77ONS SW CORNER ELEVA770N= 463.40' NW CORNER ELEVATION= 465.40' NE CORNER ELEVA770N= 462.25' SE CORNER ELEVA770N= 462.41' e W 4srs�' 23' 4 2 0 U G m 0 ea c� MAGNE77C DECUNA77ON Magnetic Declination Information Provided By The National Geophysical Data Center Boulder, Colorado On 9/2912002. Model.IGRF2000 70P OF LICJnNING ROD ELEVA NAV - 621' 70P OF ANTENNA 1 ElEVA77ON - fila' TOP OF 7011ER ELEVANOW - 615' BOT.OF ANTENNA 7 ELEVA770H - 613' TRIP OF ANTENNA 2 El NOW - 606' BOT. OF ANTENNA 2 ELEVA77ON - 601' - 70P OF PORT ElRON - 475' 7VP OF PLWT ELEVA77CN - 473' 7DP f11F &ISE aEVAWN - 466' • NATURAL GROUND ECEVANfN - 465' TOTTER DETAIL YONOPOIE Town COLONEL GLENN ROAD SITE PLAN SCALE: 1-" = 50' ENLARGED SITE PLAN SCALE: 1" = 10' 1 LEGAL DESCRIPTION PARENT TRACT Part of the Sli of the Si and part of the SW;l of the SE1/4 of Section 16, To=p p 1 North, Range 13 West, mon poriL laxly dant lbod as, fdlo Commence at the Southwest comer of the sold SE7/4 of the, 'MIA and rare I Swlh 8614' Earl 33.9 feet along the bwndorrr tbetwven Seci 16 and 21 a1 the *for" t b., and rang. le tela. Paint of Segln6laq thence oonti dmg the same booking 184.1 feet I North 04'45• East 430 feet thence North fill West 200 feet Thence South 5940'29" Whet 192 feetmore of bsa, to the iright of Way of 1-430; thence South 3079'35' East 328 feet all mid highway right of way; to the point of beginning, containing 2-52 odea, man or less, racerded In Book 1234, Page 387 LEGAL DESCRIPTION EXISTING LEASE SITE DESCRIPTION Pat f the fiE1/4 SEl/4 d pat f the sNf/4 sEt/4 .f Section 16, Tarn. 1p 1 Marti Range 13 Wert• PulaeW CaunI Arkmeaa, being mon porlkWaly deocri d w 0dlowe; Ccrlwn-cling at the Southwr•l e w of 4-1 SEt/4 SE1/4 oral ran thw r 5 it E, 35.9 foot ding the ba mdary between 5.cliane 15 and 21 of the ofo'C"i Towwdhlp and ROE. 0feee continue dong the some bearing 164.1 feat Than - 111 0445' E 430 Ink .hid: point b the Ntrtheort Caner at the haat f land deedked In Bode 1234, Page 387 of the Reawde of Deed and Martgogea of Puimkl Csunt3l Arkaneaa; nn thence S 082745' W dong a fence and the East line of said text 1123.43 feet to a #5 rebar and the Point of Beginning; thence nxxhtInua S .62745' W along said Font line 40.00 feet to a #5 rt-, thence N &33715' W 40.00 feet to a #5 rehar, thence N 062745" E 40.00 feet to G h5 rebar, thence S 833775' E 40.00 feet to the Point of Beginning. EASTING ACCESS AND UTILITY EASEMENT DESCRIPTION Being a part of the Northeast Quarter of the Northeast Quarter Section 21, ond the Southeast Quarter of the Southeast Quarte of SeeUon 16, all N Town.h4 1 North, Range 13 Weet Pulaski County, Arkansas being 10 feet on each side of a centerline descrbed ae follows, Commencing at a found 2 Inch ppe at the NPtheast caner of said 5 -ti 21; Thw ce 5 0221'59' W for a dll of 51&07 feet dong the i line of Sact;m 21 to a found 1 inch rebs on the Northerly right of way line of Colonel Glenn Road; Thrice N 81111'21' W for a dil of 29.98 feet Bong sold Northerly Right of Way IIn. to a at P.K. nog for the Point of Beginning of said 20 foot easement Throw N 022.3'1B• E far a distance of 484.12 feet to a eat 1/2 Inch rar eb h cap; Thence along a curve to the Ian having o radius of 300.00 feet on arc Iangth of 170.14 feat, being subtended by a chord of IN 1331'34' W for a diof 187.67 feet to o set 1/2' mbar & oap; Thence along curve to the .it b-Is.) o real of 10600 feet and an as, al of 100'14 feet, being subtended by a chard of N 58'42'21• W fa a dbtance of 96.77 feet to a set 1/2' rebs & cap; Thence N &320'19' W for a dbtance of 59.37 feet to a set 1/4' rd- i -F, Then. Bong a run. to the right h.11.9 . radii. of 1010.00 feet and m are length of 99.9[ feet, t: wAg ou haled by a chord of N 54475' W for a distance of 95.81 feet to a set 1/4' r.b-,, anes ThN 54'4257'W for a dIl of 95.81 feet to a wet 1/4' mbar, Than. N 289535" W fan a distance of 290.84 feet to a set 1/2' rebs & cap; Thence along a curve to the lett hovIng a radius of 204.18 feet and a arc length of 304.94 feet, bdrhq-ubtwhdrd by a chord of N 68'5740' W for . dbtance or 277.38 feet to o aet 1/2' rebar k cap; Than- S 682015 W for a dbtence of Ill fsat to aret [r4' robot d cap; Ther. dmg a curve to the left howl rodLa of 286.48 1 anal m arc brrgth of 8268 feet to a set 1/4' rebar h W. Thence S 809227' W for a dil of a2ee feet to a 1/2 Inde rubor G ow; Thence S 51'4439' W for a dbtnhce of 92.35 feet to a set 1/2 inch rebs k cap; Thence dont . curve to the right having a radire of 154178 fees and an orc 4ength of e1.82 Mt being oulomlw by c chard of S 632915 W for o tDelance of 01.37 feet to a sat 1/2 Inch rebar 1t � boirg an the Conden Bounday In. of the Ute. Rode Municipal Water Wake pMwty deualed In 8farahty D.ed neeed.d h Book 1234, PAGE 367. LEGAL DESCRIPTION PROPOSED LEASE SITE DESCRIPTION A tract of land lying In and being a part of the previously deearbed 40' X 40' lea.. area ekuated In the Southeast Quarter (SE/4) of th. Southeast Quarter (SE/4) of Section SbRean (16� Township One (1) North, Range Thirteen (13) West, Pulmid County. Arkansas, being more Particularly daerribed as fdiows, Cammendng at a 1/2' iron rod Tound for the Southwest comer of eaid 40' x 40' lease area; non" N 04'49'35' E along on the Weet line of said 40'x 40' loose area a diet-- of 11.61 feet to a 1/2' Iron rod set for We ,authwaet tomer of aproposed Isoee cite, and the Point of iThence .antlnuing N 04'46'35' E see the Wet 1 W .aid 40' x 40' Wooe area a detalw of 15M feet to 0 1/2' ion fad set for the 'and -I a cner, Thence S 8512'44• E a . once of 12.00 feet to a 1/4' Iron rod theast sat for the Norcomer, Thence S 04'49'34• W. a dletance of 15.00 feet to o 1/4' Iran rod set for the Swill oom.r, Thence N &511'2' W, a &tance of 12.00 feet to the 1 oI B.91 -i g. eent.i ing TGR square feet or 0.004 acres, mon or leas ACCESS NOTE T Moble hoe common accesa to the proposed leoee cite through the ..dating accesa on eub)ect property via Colonel Qen Rood PROPOSED UTILITY ROUTE A W0966ed 3.5 foot wide Ul mots erwdng a pant of the Southeast Caarler (Si of the southeast Ouvior (sl of Section Sixteen (16). Taira ll One [1] North, Rung. Thitaen [Loy TYaef, PuloaM CauntK "onooe wing 1.75 feet m each old. of }the f•6••ih9 nf.eamed cent.rlll Cammwhalg at a 1/2• iv+ rod eet for the NathweH tamer of the above dwvb.d rop leave eft Th.nw S .512.44' E on the Nath IIne of u.fa prapmed leeio�re eine, a dhelona. of 1.75 feet to the PnHI of &ghnhq: Thence H 04'49'35' I: a dbtmw of 27.27 feet to a point thehos along S 7720'01" E a dialahw of 11.94 feet to an ending point at an md.0 ng utility rads PROJECT INFORMATION SITE NUMBER: AR01016 A SITE NAME: COLONEL GLENN SITE ADDRESS: 10720 Colonel Glenn Road Little Rock, Arkansas 72204 u7nd Rad '��-Y� Rod ..� Be LEASE SiTE CORNER ELEVA77ONS SW CORNER ELEVA770N= 463.40' NW CORNER ELEVATION= 465.40' NE CORNER ELEVA770N= 462.25' SE CORNER ELEVA770N= 462.41' e W 4srs�' 23' 4 2 0 U G m 0 ea c� MAGNE77C DECUNA77ON Magnetic Declination Information Provided By The National Geophysical Data Center Boulder, Colorado On 9/2912002. Model.IGRF2000 70P OF LICJnNING ROD ELEVA NAV - 621' 70P OF ANTENNA 1 ElEVA77ON - fila' TOP OF 7011ER ELEVANOW - 615' BOT.OF ANTENNA 7 ELEVA770H - 613' TRIP OF ANTENNA 2 El NOW - 606' BOT. OF ANTENNA 2 ELEVA77ON - 601' - 70P OF PORT ElRON - 475' 7VP OF PLWT ELEVA77CN - 473' 7DP f11F &ISE aEVAWN - 466' • NATURAL GROUND ECEVANfN - 465' TOTTER DETAIL YONOPOIE Town COLONEL GLENN ROAD SITE PLAN SCALE: 1-" = 50' ENLARGED SITE PLAN SCALE: 1" = 10' 1 LEGAL DESCRIPTION PARENT TRACT Part of the Sli of the Si and part of the SW;l of the SE1/4 of Section 16, To=p p 1 North, Range 13 West, mon poriL laxly dant lbod as, fdlo Commence at the Southwest comer of the sold SE7/4 of the, 'MIA and rare I Swlh 8614' Earl 33.9 feet along the bwndorrr tbetwven Seci 16 and 21 a1 the *for" t b., and rang. le tela. Paint of Segln6laq thence oonti dmg the same booking 184.1 feet I North 04'45• East 430 feet thence North fill West 200 feet Thence South 5940'29" Whet 192 feetmore of bsa, to the iright of Way of 1-430; thence South 3079'35' East 328 feet all mid highway right of way; to the point of beginning, containing 2-52 odea, man or less, racerded In Book 1234, Page 387 LEGAL DESCRIPTION EXISTING LEASE SITE DESCRIPTION Pat f the fiE1/4 SEl/4 d pat f the sNf/4 sEt/4 .f Section 16, Tarn. 1p 1 Marti Range 13 Wert• PulaeW CaunI Arkmeaa, being mon porlkWaly deocri d w 0dlowe; Ccrlwn-cling at the Southwr•l e w of 4-1 SEt/4 SE1/4 oral ran thw r 5 it E, 35.9 foot ding the ba mdary between 5.cliane 15 and 21 of the ofo'C"i Towwdhlp and ROE. 0feee continue dong the some bearing 164.1 feat Than - 111 0445' E 430 Ink .hid: point b the Ntrtheort Caner at the haat f land deedked In Bode 1234, Page 387 of the Reawde of Deed and Martgogea of Puimkl Csunt3l Arkaneaa; nn thence S 082745' W dong a fence and the East line of said text 1123.43 feet to a #5 rebar and the Point of Beginning; thence nxxhtInua S .62745' W along said Font line 40.00 feet to a #5 rt-, thence N &33715' W 40.00 feet to a #5 rehar, thence N 062745" E 40.00 feet to G h5 rebar, thence S 833775' E 40.00 feet to the Point of Beginning. EASTING ACCESS AND UTILITY EASEMENT DESCRIPTION Being a part of the Northeast Quarter of the Northeast Quarter Section 21, ond the Southeast Quarter of the Southeast Quarte of SeeUon 16, all N Town.h4 1 North, Range 13 Weet Pulaski County, Arkansas being 10 feet on each side of a centerline descrbed ae follows, Commencing at a found 2 Inch ppe at the NPtheast caner of said 5 -ti 21; Thw ce 5 0221'59' W for a dll of 51&07 feet dong the i line of Sact;m 21 to a found 1 inch rebs on the Northerly right of way line of Colonel Glenn Road; Thrice N 81111'21' W for a dil of 29.98 feet Bong sold Northerly Right of Way IIn. to a at P.K. nog for the Point of Beginning of said 20 foot easement Throw N 022.3'1B• E far a distance of 484.12 feet to a eat 1/2 Inch rar eb h cap; Thence along a curve to the Ian having o radius of 300.00 feet on arc Iangth of 170.14 feat, being subtended by a chord of IN 1331'34' W for a diof 187.67 feet to o set 1/2' mbar & oap; Thence along curve to the .it b-Is.) o real of 10600 feet and an as, al of 100'14 feet, being subtended by a chard of N 58'42'21• W fa a dbtance of 96.77 feet to a set 1/2' rebs & cap; Thence N &320'19' W for a dbtance of 59.37 feet to a set 1/4' rd- i -F, Then. Bong a run. to the right h.11.9 . radii. of 1010.00 feet and m are length of 99.9[ feet, t: wAg ou haled by a chord of N 54475' W for a distance of 95.81 feet to a set 1/4' r.b-,, anes ThN 54'4257'W for a dIl of 95.81 feet to a wet 1/4' mbar, Than. N 289535" W fan a distance of 290.84 feet to a set 1/2' rebs & cap; Thence along a curve to the lett hovIng a radius of 204.18 feet and a arc length of 304.94 feet, bdrhq-ubtwhdrd by a chord of N 68'5740' W for . dbtance or 277.38 feet to o aet 1/2' rebar k cap; Than- S 682015 W for a dbtence of Ill fsat to aret [r4' robot d cap; Ther. dmg a curve to the left howl rodLa of 286.48 1 anal m arc brrgth of 8268 feet to a set 1/4' rebar h W. Thence S 809227' W for a dil of a2ee feet to a 1/2 Inde rubor G ow; Thence S 51'4439' W for a dbtnhce of 92.35 feet to a set 1/2 inch rebs k cap; Thence dont . curve to the right having a radire of 154178 fees and an orc 4ength of e1.82 Mt being oulomlw by c chard of S 632915 W for o tDelance of 01.37 feet to a sat 1/2 Inch rebar 1t � boirg an the Conden Bounday In. of the Ute. Rode Municipal Water Wake pMwty deualed In 8farahty D.ed neeed.d h Book 1234, PAGE 367. LEGAL DESCRIPTION PROPOSED LEASE SITE DESCRIPTION A tract of land lying In and being a part of the previously deearbed 40' X 40' lea.. area ekuated In the Southeast Quarter (SE/4) of th. Southeast Quarter (SE/4) of Section SbRean (16� Township One (1) North, Range Thirteen (13) West, Pulmid County. Arkansas, being more Particularly daerribed as fdiows, Cammendng at a 1/2' iron rod Tound for the Southwest comer of eaid 40' x 40' lease area; non" N 04'49'35' E along on the Weet line of said 40'x 40' loose area a diet-- of 11.61 feet to a 1/2' Iron rod set for We ,authwaet tomer of aproposed Isoee cite, and the Point of iThence .antlnuing N 04'46'35' E see the Wet 1 W .aid 40' x 40' Wooe area a detalw of 15M feet to 0 1/2' ion fad set for the 'and -I a cner, Thence S 8512'44• E a . once of 12.00 feet to a 1/4' Iron rod theast sat for the Norcomer, Thence S 04'49'34• W. a dletance of 15.00 feet to o 1/4' Iran rod set for the Swill oom.r, Thence N &511'2' W, a &tance of 12.00 feet to the 1 oI B.91 -i g. eent.i ing TGR square feet or 0.004 acres, mon or leas ACCESS NOTE T Moble hoe common accesa to the proposed leoee cite through the ..dating accesa on eub)ect property via Colonel Qen Rood PROPOSED UTILITY ROUTE A W0966ed 3.5 foot wide Ul mots erwdng a pant of the Southeast Caarler (Si of the southeast Ouvior (sl of Section Sixteen (16). Taira ll One [1] North, Rung. Thitaen [Loy TYaef, PuloaM CauntK "onooe wing 1.75 feet m each old. of }the f•6••ih9 nf.eamed cent.rlll Cammwhalg at a 1/2• iv+ rod eet for the NathweH tamer of the above dwvb.d rop leave eft Th.nw S .512.44' E on the Nath IIne of u.fa prapmed leeio�re eine, a dhelona. of 1.75 feet to the PnHI of &ghnhq: Thence H 04'49'35' I: a dbtmw of 27.27 feet to a point thehos along S 7720'01" E a dialahw of 11.94 feet to an ending point at an md.0 ng utility rads PROJECT INFORMATION SITE NUMBER: AR01016 A SITE NAME: COLONEL GLENN SITE ADDRESS: 10720 Colonel Glenn Road Little Rock, Arkansas 72204 OWNERS NAME LITTLE ROCK MUNICIPAL WATER WORKS TOWER CENTROID LATITUDE 34'42'54.002' LONGITUDE: 9223'57.B79" GROUND ELEVATION: 465.85' 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 1NAD83 - ARKANSAS SOUTH ZONE NOTES: LATITUDE AND LONGITUDE SHOWN HEREDN ARE BASED ON HAM ANO ELEVATIONS 1 191111. MAGNETIC DECLINATION INFORMATION PROVIDED BY THE NATIONAL GEOPHYSICAL DATA CENTER, BOULDER COLORADO. LATITUDE AND LONGITUDE FROM GPS OUSERJATIONS PERFORMED COINCIDENT WITH SURVEY. 1983 NORTH AMERICAN DATUM. CONVERGENCE ANGLE WIS 24.208' 6r GRAPHIC PLOTTING ONLY, 71eS PROPERTY S WITHIN ZONE 9P, AREAS OLR�. CE OF A 100 YR. OR 500 YR I'Ll PLAIN AS SHOWN BY FIRM ANP COM LVITT)f-iAREL NUMBER 030150 0084 F, DATED DUMBER 19, 2001. NO SURVIl WM DONE i0 DETERMINE THIS Fl Zl TBik 1/2' IRON ROD NE CORNER EXtSnNG LEASE . ElEV. 46324' AMSL [INVI LEGEND -0- POWER POLE E-- GUY ANCHOR O TELEPHONE RISER id WATER VALVE FIRE HYDRANT TOWER CENTROID X LIGHT POLE IRS IRON ROD SET TBM BENCH MARK 7'118'1'1107 BUILDING LINES - - - ACCESS EASEMENT - - - UTILITY EASEMENT ------- AZIMUTH LINE FENCE LINE ten- POWER LINE -.-.- TEASE AREA ----SETBACK I VICINITY MAP SURVEYOR'S CERf1FlCATE} 1. HARVEY D. PETERSON. A LICENSED LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS MAP REPRESENTS THE RESULTS OF A PARTIAL SURVEY MADE UNDER MY DIRECT SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY OF THE UNDERLYING PARCEL THE LEGAL DESCRIPTION SHOWN HEREON WAS OBTAINED FROM THE DEEDS RECORDED WITH THE PERTINENT COUNTY/CITY ENTITY. THIS MAP DOES NOT REPRESENT A TIRE SEARCH. ADDITIONAL EASEMENTS AND/OR RIGHT-OF-WAYS MAY EXIST. THIS DRAWING IS THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AM DUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED HEREIN IS FCC) `-i� E WRITTEN PERMISSION OF THE OWNER. svvE p. k 9 G arose y- HARVEY D. PETERSON R.P.LS X759 HARVEYPETERS 6 ETE7t5g1 JhlO'V'TIt I ID ta, DRAWING NUMBER: 3012.0006 jj;o eu g9 z O TJ 04N O z z N IW o Ro Y r O - w a Q'i W U o W L o z�0 N J wz� E J U] ��O15TERE•0 A'lr�oueAans eco. Ibbs nr a 0 eem.w 0ry4L LAlyO DRAWN BY; F.C. [NECIRD 7rY: H.D.P. DATE 09/29/2002 KM SCALE 50' DINWING 71AYE COLONEL GLENN C-1 NOTES: I. THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 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. 4.1 -e( —X—X—XIX EXISTING 8' HIGH GHAIN LINK FENCE EXISTING (2) 10'-0" GATES X EXISTING ACCESS ROAD X EXISTING WATER O°AZ. TANK (VERIFY IN FIELD) a� EXISTING TELCO BOX TO BE UTIIJ NEW 5' UTILITY EA5EMENT EXISTING EQUIPMENT — EXISTING 150' MONOPOLE WITH NEW 5' EXTEN51C NEW 5' UTILITY EASEMENT (VERIFY IN FIELD) -- EXISTING UTILITY POLE TO BE UTILIZED OVERALL SITE PLA" NORTH SGALE: I"=30' -O" X EXISTING EQUIPMENT 120'AZ. NEW T -MOBILE (VERIFY IN FIELD) 24" WIDE GABLE BRIDGE NEW T -MOBILE 12'X15' LEASE AREA F`— NEW T—MOBILE f 10'x15' CONCRETE X PAD NEW T—MOBILE PPG AND TELCO RACK X X X X GENERAL NOTES I. EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND AN51/EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING 5TRUGTURE5 THE DESIGN WIND SPEED 15 qO MPH. 2. ALL 5TRUGTURAL 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 BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AI56 5PE61FICATION (LATEST EDITION). 5. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH AGI 318 AND AGI 301. b. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). "I. THERE WILL BE NO OUTDOOR LIGHTING WITH THE EXCEPTION OF EMERGENCY CONDITIONS. 8. FACILITY HAS NO PLUMBING. q. FACILITY WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER. 10. ANTENNA PLATFORM AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT 5TRUGTURE5. 11. CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL 0.5.HA. SAFETY GUIDELINES WHILE PERFORMING SERVICE FOR T -MOBILE. 12. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS EMPLOYEES. 13. CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO COMMENCING ALL WORK ACTIVITIES AT A T -MOBILE. LEASED OR OWNED SITE. OWNER SHOULD BE IMMEDIATELY NOTIFIED OF SAFETY HAZARD(5) FOUND DURING THE INSPECTION THAT COULD CAUSE BODILY HARM OR ENDANGERMENT TO LIFE OR THAT COULD CAUSE DAMAGE TO PROPERTY. ALL WORK SHALL BE HALTED UNTIL SUCH TIME THE REPORTED SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER THE CONTRACTOR HAS NOTIFIED "OWNER OF THE HAZARD AND HAS RECEIVED APPROVAL FROM OWNER TO PERFORM THE CORRECTION. INITIALS PROPERTY OWNER/REP. - c • %i a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60103 ph. 1847) 805-3640 tax. 18471 895-9986 T••Mobileor 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 I 0-04-02 FOR CONSTRUCTION 1 I 0-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 S� PJ E 0� AW��NSAS REGISTERED PROFESSIONAL ENGINEER .Z (Tr 10966 J 51Cb1RTVR . Q d D DATE: 72/31/02 K 0 Z SITE PLAN 0 DATE: 10-01-02 z SCALE: A5 NOTED 0 o DRAWN: CDG W -T#, T02395 } m N I SHEET N v c 2 c� O U N 5' UTILI Y 5EMENT 14 T -MOBLE 7ERC�ROUND -CO COP6DUIT5 REA )N :ETF ' FY z. IN (VERIFY IN FIELD) I 1-2" POWER RUN 2" CONDUIT TO EXISTING UTILITY POLE. NEW T -MOBILE UNDERGROUND ELECTRIC CONDUIT TO EXISTING UTILITY POLE ENLARGED SITE PLAN SCALE: EX15TINO TELCO i x EX15TINS EQUIPMENT EXISTING 8' H16H CHAIN LINK FENCE %i a= W -T COMMUNICATION DESIGN GROUP, LLC 38 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 805-3840 fax. 18471 895-9985 T • •Mobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 J;�- 0 XN AS D AL SI(QDA12/.11/02 ENLARGED SITE PLAN DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02335 'm $ SHEET c-3 d U NOTE: THESE DRANIN&S 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. r I N In ly Lu z w 0 Q z z LU 1-- z z Q z Q 0 N z LU F W w J 0 a 0 0 E Lu J m O E I F Lu z 0, O LR Lu _ w w O H O z H X w J J LU 0 NEW T -MOBILE PANEL ANTENNAS. EMS #RR65-Iq-00 NEW T -MOBILE 5' MONOPOLE EXTENSION EXISTING CARRIER ANTENNA ARRAY U�ANTE NG CARRIER ANTENNA ARRAY O N NEW (2) LMU ANTENNAS 15'-0" BELOW EXISTING ANTENNA ARRAY STEP I: ASSEMBLE ANTENNA TO L -BRACKET IF NOT ASSEMBLED. STEP 2: A55EMBLE TO SADDLE BRACKET U51N& LOCKHA5HER AND BOLT STEP 3: ATTACH TO POLE WITH PROPER BAND CLAMP PGINOF-OIgOB-002 ANTENNA GALVANIZED L-5RAC KET 60216$ - gg63-156 HEX BOLT - MONOPOLE IIBOq-( ) I TYPICAL BAND CLAMP NEW 12"x 2 3/b" RING MOUNT O.D. GALVANIZED rr Ci MOUNTING PIPE LO WITH GAP (2 1/4" U -BOLTS (2) Z WIRE��A�Lv TOND MOUNTING PIPE NEW G -TAB PART u BAND CLAMP POLE DIAMETER RANGE IIboq-Il 26.glmm (1,015") TO 50.60mm (2.00") 11Wq-Ib 5231mm {2,06') TO 16.20mm {3.00") I 1180q -Ig 11.11mm (3.06`) TO 101.60mm (4.00") SEE ANDREWS DETAIL 63gO10 LMU ANTENNA 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 5UPPORTIN5 STRUCTURES. THE DE51ON HIND SPEED 15 q0 MPH_ NEW COAX GABLE RUN UP INTERIOR OF TONER 150' MONOPOLE EXISTING PORT HOLE TO BE UTILIZED NEW T -MOBILE OVERHEAD ICE BRIDGE SEE G-5 NEW GPS ANTENNA 10' ABOVE GRADE NEW T -MOBILE EQUIPMENT CABINETS ON CONCRETE PAD SEE G-5 ELEVATION G SCALE: I"=20' -O" —) NOTE: ALL AZIMUTHS WILL BE MAGNETIC NORTH. NOTE: MONOPOLE AND PLATFORM ARE DESIGNED BY OTHERS. SEE SITE PLAN FOR ANTENNA AZIMUTHS. NOTE: TOTAL OF 12 ANTENNAS 24 COAX RUN5-2 PER SECTOR ANTENNA (5EE SCHEDULE ON I/C-4 ANTENNA MOUNTING BRACKET ZED LOW PLATFORM 154'-0" MONOPOLE ANTENNA MOUNTING :M WITH HANDRAILS )BILE PANEL EMS #RR65-Iq-02DP 4 PER SECTOR) ALL ANTENNAS TO BE LAID OUT ACCORDING TO MAGNETIG NORTH ANTENNA PLAN fl SCALE: NONE NOidTH VERIFY DOHNTILT WITH RF ENGINEER. �UNLE55 OTHERWISE DIRECTED SET y INITIALLY TO O" `DOWNTILT BRACKET 2 1/2"m PIPE &ALV. 54" L&. :e iti 'NEN LNA SEE NOTE NOTE: I. SECURE GABLES TO GRATING WITH 1/2" BUTTERFLY GLAMP5 2. PROVIDE KELLOM5 GRIP AROUND GABLES AND FASTEN TO EXISTING J -HOOKS INSIDE MONOPOLE TING GABLE ENTRY AS PER VENDOR DRAWINGS SECTION 3 SCALE: NONE 154'-0" MONOPOLE W -T COMMUNICATION DESIGN GROUP, LLC 19 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80103 ph. 18471 895-3840 fax. 18471 896-9986 T s sMQbile or 1 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 10-01-02 FOR CLIENT REVIEW I AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 p,T E oN AR" SAS REGISTERED PROFESSIONAL ? ENGINEER .� 10966 ,aQ; c9 ELEVATION & DETAILS 0 o DATE: 10-01-02 Z SCALE: A5 NOTED o DRAWN: CDG U 3 W -T # T02395 r m n SHEET C-5ENERAL NOTE5 FOR INSTALLATION OF GAI��F: I. MATERIALS USED HILL BE ONLY HOT DIPPED GALVANIZED. 2. ALL FIELD GUT SURFACES HAVE TO BE PAINTED WITH GOLD GALVANIZED PAINT. 3. ALL CONNECTION HARDWARE SUCH A5 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 BE CUT OFF AT A I" MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES ARE TO BE INSTALLED TO SHED HATER. b. 1/2" THREADED ROD ATTACH TO THE CONCRETE PAD BY 5GREHING 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. BUS BAR GROUND LEADS ARE TO BE IN 3/4" SCHEDULE 80 PVC. ELEVATED BU5 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 q0° SHEEP CONTINUING VERTICAL TO GROUND CONNECTION. q. AT THE TIME OF THE 3RD BT5 FUTURE INSTALLATION, THE CONTRACTOR TASKED WITH THE ADDITIONAL GABLE RUNS HILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATCHING THE MATERIALS OF THE EX15TINO 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 A55EMBLY SUPPLIED BY CONTRACTOR ACCORDING TO MANUFACTURERS' DIRECTIONS. PIPE GAP WELDED PIPE TO PIPE CLAMP 'MT5' #05-510 OR EQUAL SEE SITE PANT PIPE GP5 ANTENNA 1-1/4 " 5GHED 40 X W LNG MIN. 55 OR GALV.PIPE GABLE TO PIPE GNP KITBURNDY TYPE GAR #2 AWG BGH WEATHERPROOFING KIT, ANDREW #221213,OR EQUALVERIFY WITH PROJECT MANAGER 1/2 "m COAX GABLE (OR EQUAL) MIN. BENDING RADIUS PER MFG'5 SPECIFICATIONS GABLE TO PIPE #6 GROUNDING KIT GROUND KIT, BURNOYGABLE (PROVIDED H/ KIT) TYPE GROUND #2 AWG E3GW TO TOWER GROUND BAR, CONNECT LTHE GP5 ANTENNA MOUNT 15 WITH GADWELD CONNECTOR DESIGNED TO FASTEN TO A 70 GROUND STANDARD 1-1/4"m. SCHAO = GALVANIZED OR STAINLESS TO GROUND STEEL PIPE_ THE PIPE MUST BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL CUT TO THE REQUIRED LENGTH BE (MIN. OF W) U51NO A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH PERPENDICULAR CUT. THE GUT PI PE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNAS MOUNT 2.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USING U-BOLT5. THE SUPPORT PIPE FOR THE GPS SHALL BE MOUNTED USING OVERSIZED U -BOLTS 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. 3.INSTALL GPS ANTENNA AS SPECIFIED ON SITE PLAN. IF INSTALLING ON IGE/ GABLE BRIDGE ENSURE THAT OPS 15 A MINIMUM OF 10' ABOVE GRADE, ON THE FURTHEST P05T FROM THE TOWER TO ATAIN MAXIMUM COVERAGE. 4.CONTRACTOR SHALL ENSURE THE GP5 ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEMISPHERE / HORIZON GPS ANTENNA 4 SCALE, NONE (GADWELD LID JUMPER NEW ANDREH HAVE GUIDE BRIDGE KIIT� EEGG ?)Ip CHANNEL (1850 F, 02 AS RQJ E ` O� tL ars v2M tns• 0 UL -2 000 z TRAPEZE KIT ~ w PART #MT -351-12 O i — COAX GABLE W/RS NAP m IN GABLE HANGE - 3" DIA. GALV. STEEL PIPE I NG(YP TO I GROUND RIT ' ICE BRIDGE PIPE SUPPORT FOUNDATION SEE THI5 SHEET 6 NOTE: ALL BOLTS TO BE SUPPLIED H/ NUTS AND WASHERS NOTE: WAVEGAWDE PROVIDED AND INSTALLED BY G.G. INSTALL PER MANUFACTURERS REQUIREMENTS ICE BRIDGE ,ALE• NONE GP5 ANTENNA 3" O.D. SUPPORT P05T + BRACKET GUT POST LENGTH TO SUIT HANGER BRACKET TYPE DOUBLE LEVEL CHANNEL/IS" BRIDGE MAXIMUM GABLE SPAN = 4'-0" TYP EXISTING MONOPOLE NEW GROUND BAR Vis; '"'-ari��•.r��--�;..: .'•�� � .ter � • S ; i : Y, .1 KITS INSTALL 12" DRIP LOOP ON ANTENNA GABLES. SENDING RAVIU5 PER MANUFACTURER'S STANDARDS 3" ICE BRIDGE — P05T (TYP) NON METALLIC FLEX W/ SILICONE NON METALLIC /1--ORLIGUIP TYPE GROUNDING TOWER FOUNDATION ICE BRIDGE DETAIL SCALt, N�lJE 24" ICE BRIDGE. CONTRACTOR SHALL PROVIDE 10' LONG JUMPER I INSTALL FITTING ON MAIN LINE SIDE. MAKE CONNECTION COIL AND HEATHER SEAL AS NEEDED. COAX SHALL BE GUT TO LENGTH d TERMINATED BY T -MOBILE INSTALL TECHNICIAN GROUND BAR TERMINATE MAIN LINE COAX WEATHER SEAL CONNECTORS GROUND KIT5 W=IUIVC =)KIVL7C PPORTBRACKET 4" WIDE TRAPEZE T ICE BRIDGE ELEVATION DETAIL SGALE, NONE GONG. PAD (TYP) w7m W -T COMMUNICATION DESIGN GROUP, LLC 38 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80183 ph. 48471 885-3840 tax. 18471 885-8885 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 NT E C.c� AR" REGISTERED PROFESSIONAL ENGINEER 10966 9GNAru OAIE: ,2/J1/02 ICE BRIDGE DETAILS DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET C-5 T -MOBILE T -MOBILE T -MOBILE T -MOBILE JEWIPMENT IE1NT IEOABINET CABINET CABINET CABINET D C] C10 D � C1 �i0 _7 ICE BRIDGE ELEVATION DETAIL SGALE, NONE GONG. PAD (TYP) w7m W -T COMMUNICATION DESIGN GROUP, LLC 38 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80183 ph. 48471 885-3840 tax. 18471 885-8885 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 NT E C.c� AR" REGISTERED PROFESSIONAL ENGINEER 10966 9GNAru OAIE: ,2/J1/02 ICE BRIDGE DETAILS DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET C-5 ( FOUR RED)( TWO RED) ( ONE RED) ( THREE RED) L—DI VER51 TY—J L MAIN J A -r A-2 1`��`�1 Rrr C-2 AL Prig B- I (FOUR BLUE) (TWD BLUE) FOUR YELLOW) (TWO YEL L— MAIN J O" 1 DIVERSITY --J 240" GAMMA C -i (FOUR BLUE)(TWO BL 1 PIVER51 TYJ 120" 7 B-2 ( ONE YELLOW)( THREE YELLOW) L— MA I N1 J COLOR CODING CHART SCALE: N.T.S. I. THE GENERAL GONTRAG70R AND OR HIS SUBCON5ULTANT SHALL BE RESPONSIBLE FOR 05TAININ6 ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARGHITEGT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 2. REFER TO THE SITE PLAN AND BOUNDARY SURVEY FOR SITE TOPOGRAPHY. 3. DE516N REQUIREMENTS FOR THE ANTENNA SUPPORTING STRUCTURE ARE PER LOCAL BUILDIN6 CODES, AND THE EIA/ TIA-222-E STRUCTURAL STANDARDS FOR STEEL ANTENNA 5UPPORTIN6 STRUCTURES. THE BA516 WIND SPEED UTILIZED FOR DE516N 15 60 MPH PLUS 1/2" ICE. 4. CONCRETE FOR FENCE P05T AND ICEBRID6E SUPPORT SHALL BE 3000 PSI AIR ENTRAINED (4%-6%) NORMAL WEIGHT CONCRETE. 5. FENCED SITE AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE SOFT OR L005E SOILS, ORGANIC MATERIAL AND OR RUBBLE TO FIRM 5UB5RADE AS APPROVED BY 6EOTECHNIGAL REPORT. ADD SUITABLE FILL TO -6" BELOW FINISHED 6RADE. PLACE A MIRAFI 50OX SHEET ON SU56RAVE AND FILL WITH 4 INCHES OF AASHTO 51 STONE TO FINISH GRADE. TOP PRESS WITH 2" OF 3/4" WASHED STONE. 6. STRUCTURAL STEEL SHALL CONFORM TO LATEST EDITION OF THE AI5G SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65- ALLOWABLE STRESS PE516N AND PLASTIC DE5I6N INCLUDING THE COMMENTARY AND THE CODE OF STANDARD PRACTICE. -I. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO A5TM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO A5TM A53 6RADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 8. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.I.1-q2 STRUCTURAL WELDING CODE- STEEL WELD ELECTRON165 SHALL BE E-IOXX. q. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MINIMUM DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL 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. 11. 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 ASTM A153. GATES SHALL BE SWING 6ATES 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 STREN67H. 12. NORTH ARROW SHOWN ON PLANS REFERS TO PLAN NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. REFER TO E -I SHEET FOR SITE ELECTRICAL DIA6RAM, DETAILS AND LAYOUT EQUIPMENT CABINET DES16N 15 UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE DESI6N DRAWIN65 MONOPOLE / TOWER FOUNDATION DE516N IS UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE DE5I6N DRAWINC{, REFER TO OWNER PROVIDED DRAWIN65 FOR SPECIFIC DETAILS RE6ARDIN6 FOUNDATION SYSTEM. 13. 6ENERAL CONTRACTOR 15 TO COORDINATE AND A5515T POWER GO. WITH INSTALLATION OF ANTENNA AND COAXIAL GABLES. PROJECT NOTES T SCALE: N.T.S T BACK OF ANTENNA jj= PORT I POR,' 2 PORT I D PORT 2 SLANT LT f SLANT RT SLANT L7 ti SLANT RT I� M 1/2" 1/2" , � l M M F F!� b•\� �F F/ rb. �M M�� lF B/,H TYPICAL DETAIL OF A DUAL POLE EMS ANTENNA LAYOUT FOR SECTORS A ( RED) , B ( YELLOW) AND 6 ( BLUE) USIN6 12 LINES. ( EXAMPLE SHOWN 15 FOR SECTOR ONE ) ANTENNA SCHEDULE SCALE: N.T.S. SECTOR A SECTOR B ANTENNA SCHEDULE MECHANICAL COAX GABLE MARK ANTENNA MARK SECTOR ANTENNA COAXIAL GABLEMECHANICAL DOWN -T LT AZIMUTH LIMA A -1.A-2 A-1 A ( 12" x 8' x 2.15' ) BACK -MIDDLE 0" O' YES COAX LENGTH (FT) COAX RRb5-lq-00 GABLE GABLE A-3, A- A-2 A ( 12' x 8' x 2.15' ) BALK -MIDDLE MIDDLE O' O° YES RXO/ RX/ RR65-lq-00 TYPE/SIZE TX2 B-1,13-2 B -I g ( 12" x 8" x 2.15° ) BACK -MIDDLE O° 120° YES TX2 RR65-1q-00 TXO TX 5-3 B -4B_2 TXO ( 12" x B' x 2.15' ) BACK -MIDDLE O° 120" YES TX: MAIN LINE COAX B RRb5-lq-00 160 G-1 C -2C C ( 12 15' ) BACK -MIDDLE 0" 240- YES 1 RR65-lq-0. LDFI-SOA C-3,6-4 G-2 G ( 12" x 8" x 2.15' ) RR65-1q-00 BACK -MIDDLE 0" 240" YES ANTENNA SCHEDULE SCALE: N.T.S. NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA. NOTE: LENGTHS 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 ENGINEER FOR VERIFICATION OF SIZES OF GABLES CONTRACTOR TO PROVIDE AS-BUILTS FOR THE LEN6TH OF GABLES UPON COMPLETION OF INSTALLATION. COAX CABLE CHART �j SCALE: N.T.5. " m a= W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (8471895-3540 fox. (8471 895-9985 Ta•MobIleor 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AStl .�0,�.DATE:31/02 ANTENNA SCHEDULE DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02335 SHEET C1111111116 SECTOR A SECTOR B SECTOR G MECHANICAL MECHANICAL MECHANICAL AZ. 0° DOWNTILT = O° AZ 120, DOWNTILT = O° AZ 240, DOWNTILT = 0° FROM/TO COAX LENGTH (FT) COAX LENGTH (FT) COAX LENGTH (FT) GABLE GABLE GABLE RXO/ RXI/ RXO/ RX1/ RXO/ RX/ TYPE/SIZE TX2 TYPE/51ZE TX2 TYPE/SIZE TX2 TXO TX TXO TX TXO TX: MAIN LINE COAX 160 160 160 180 160 160 LDF1-SOA LDFI-SOA LDF1-SOA FROM ANTENNA JUMPER N/A N/A N/A TO RADIO CABINET 15/6„ 160 180 1 5/8" 150 18D 1 5/8" 160 160 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 3 3 3TO MAIN TRANSMISSION LINE LDF4-50AZ_5 N/A LDF4-50A N/ALDF4-50A N/A ANTENNAS 1/2" 3 1/2" 3 3 1/2° 3 3 NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA. NOTE: LENGTHS 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 ENGINEER FOR VERIFICATION OF SIZES OF GABLES CONTRACTOR TO PROVIDE AS-BUILTS FOR THE LEN6TH OF GABLES UPON COMPLETION OF INSTALLATION. COAX CABLE CHART �j SCALE: N.T.5. " m a= W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (8471895-3540 fox. (8471 895-9985 Ta•MobIleor 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AStl .�0,�.DATE:31/02 ANTENNA SCHEDULE DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02335 SHEET C1111111116 ABBREVIATIONS AF6 - ABOVE FINISHED 6RADE AV6 - AMERICAN HIRE 6AU6E BF6 - BELOW FINISHED 6RADE C - CONDUIT E&R - EXTERNAL GROUND RING 6RD - 61ZOUN12 M65 - MAIN 69MNO BAR NEC - NATIONAL ELECTRICAL CODE No. - NUMBER PVL - POLYVINYL CHLORIDE T613- TOWER GROUND BAR TYP - TYPE GAL NFS5- NON FUSED SAFETY SWITCH R65 - R16ID GALVANIZED STEEL UDA - UTILITY DISTRIBUTION A55EMBLY LEGEND —T— T TELEPHONE CONDUIT —E—E- ELECTRICAL CONDUIT EXTRA GROUND HIRE p� B3 POWER CO METER O EXOTHERMIC, WELD 6ROUND ROD INSPECTION HELL BASIC MECHANICAL TWO HOLE LU6 DSII NON-FUSED DI5CONNEC7;1 LINE, ENCLOSED USED DI5CONNECT;1 LINE, ENCLOSED ® SPECIAL EQUIPMENT HOOK-UP E CONDUIT TERMINATION FUTURE UNDERGROUND TELCO CONDUIT t -10'-0' NEW TELCO SERVICE CONDUIT. ± 10'-0- EXISTING RAINPROOF METER CENTER. POWER COMPANY METER PROVIDED BY THE UTILITY COMPANY FOR INSTALLATION IN METER SOCKET (T -MOBILE) NEW 1201240V 2P, 100 AMP CIRCUIT BREAKER NEW TELCO CABINET MOUNTED ON RACK. E} n ( 2) -2" PVC FOR TELGO NEW 1NC.OMIN6 SERVICE EXISTING SERVICE ENTRANCE 6ROUND TO ROD EXISTING SERVICE ENTRANCE 6ROUND EX1571N6 TELCO BOX TO BE UTILIZED NEW T -MOBILE EQUIPMENT PLATFORM NEW 12' X 15' LEASE AREA NEW CABLE BRIDGE NEW T -MOBILE PPG AND TELCO RACK NEW UNDERGROUND 3/0 AW6 ELECTRICAL CONDUIT. t 135'-0" POWER AND TELCO PLAN 2 SCALE: N.T.S. X NOTE, METER AND BREAKER MUST BE LABELED W/BLACK PLASTIC TA6 W/WHITE LETTERS. LABEL SHOULD READ T -MOBILE AND INCLUDE ADDRESS OF SITE, AG CABINET W/2P., 200 AMP. SERVILE 6• DISCONNECT SWITCH, 6ENERATOR RECEPTACLE, 5UR:(F ARRESTOR, AND LOAD CENTER INTE6RATED.�� 1• PVC 6ENERATOR RECEPTACLE 1N MT5 - NEW CONDUIT TO IL— • BOX. SEE ELEC. AND TELCO PLAN SHEET F -I FOR DETAILS NDE His©� �, �Rr Esnrr� rrr arN� 6"x6'x10'-0' CONCRETE P05T5 (EXTEND 3'-0" IN 61;OUND) (TYPICAL OF 2) 1 1/2 " SQUARE U -CHANNEL MOUNTED W/ BOLTS TO POST [MAL NOKIA RI N6 CONNECTION L;� sg AV<7 COPPER FROM GENERATOR EXTRA NOKIA SERVICE RACK TALK AC/DC CITY ALK TALK SUPPORT BASIC CABINET CABINET EX 15T I N6 6ROUND r =a RI N6 CONNECTION L;� sg AV<7 COPPER FROM GENERATOR 3/0 AW6 RECEPTACLE TO T -MOBILE SERVICE RACK RISER DIAGRAM ID 6ROuND RI N6. SCALE: N. T.5. SCOPE SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING, IN5TALLIN6 AND TE5TIN6, C 1KPLETE AND READY FOR OPERATION OF ALL Y40RK SHOWY ON THE DRAMIN5 AND AS SPECIFIED HEREIN, I, ELECTRIC SERVICE 2. CONDUIT AND RACEWAY 5, CONDUCTORS 4, MISCELLANEOUS MATERIALS (SWITCHES, BOXES, ETC.) S. TELEPHONE SERVICE 6. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL. CODES I N5TALLAT I ON SMALL COMPLY (IN EFFECT AT TIME OF CONSTRUCT I ON) TO THE REQUIREMENTS OF ALL RULES, RE6ULAT 1 ON5, AND CODES OF LOCAL, STATE, AND FEDERAL AUTHORITIES HAVING JURISDICTION. CONFORM TO THE NATIONAL ELECTRICAL CODE AND ALL RULES, ORDINANCES OF THE SERVING UTILITY COMPANIES. OBTAIN, PAY FOR AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTIONS, ETC. REOUI RED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER ALL CERTIFICATES TO OWNER AFTER FINAL AGCEFTANCE OF WORK. TEST I N6 UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCE REQUIREMENTS ALL TE5TIN6 SHALL BE DONE BY QUALIFIED PERSONNEL. GUARANTEE IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER. EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE 6UARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OGLURRINS DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE MORK BY THE DINER, REPAIR OR REPLACE ALL DEFECTIVE PARTS OR SYSTEMS DURING THE 6UARANTEE PERIOD WITHOUT EXPENSE TO THE OWNER. ALL WARRANTEE CERTIFICATES AND 6UARANTEE5 FURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWER. EXAMINATION OF SITE PRIOR TO 5E61NaNING HOR1K, THE CONTRACTOR SHALL VISIT THE SITE OF THE .ROB AND SMALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTIPROPOSED THE PPOSED ELECTRICAL INSTALLATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS PARA6RAPM MILL IN NO MAY RELIEVE THE CONTRACTOR OF PERFORMING ALL MORK NECESSARY FOR A COMPLETE AND NORKIN5 SYSTEM OR SYSTEMS. MATERIAL AND EQU 1 PMENT MATERIAL AND EQUIPMENT INSTALLED AS A PART OF THE PERMANENT INSTALLATION SHALL BE MEW UNLESS OTHERWISE INDICATED OR SPECIFIED AND SHALL BE LISTED BY AN APPROVED RE'61STERED TESTING LABORATORY, FOR INSTALLATION IN EACH PARTICULAR CASE WHERE STANDARDS HAVE BEEN ESTABLISHED. ALL ELECTRICAL EQUIPMENT SHALL BE PROPERLY IDENTIFIED AND MARKED INCLUDIN6 MARNIN6 LABELS AND 516N1A6E PER NEC. CUTTING. PATCHING AND EXCAVATION! COORDINATION OF ALL SLEEVES, CHASES. ETC., WILL BE REOUI RED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE NOW. ALL CUTTIN6 AND PATCHINS OF WALLS, PARTITIONS, FLOORS, AND CHASES IN C,ONY.RETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRANIN69. NO STRUCTURAL MEMBER MAY BE CUT WITHOUT APPROVAL FROM A STRUCTURAL EN6INEER. ALL NELE55ARY EXCAVATIONS AND BACK FILLING INCIDENTAL TO THE WORM.. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWIN6. SHALL BE PROVIDED BY THIS CONTRACTOR. VOLTAGE DROP CHART WIRE 517E GABLE LEN6TH VOLTAGE DROP % 3/0 AW6 40 FT. 2.38% LOAD C.ALGULATIONS 11.82 KW CONNECTED A: 120/240 VOLT, 1? 11.82/240 = 4Q.25 AMPS PAD SERVICE RACK CONDUIT TABLE ❑ N TELCO CONDUIT TO BTS CABINETS. PER MANUFACTURERS SPECIFICATIONS ❑2 (2)-1- PVC TO BTS CABINETS 1] (1)-2- PVC IN FOR TELCO ® (1)-2' PVC IN FOR POWER ❑5 (1)-2' RSS FOR POWER RACEHAYS ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE R161D GALVANIZED STEEL, SCHEDULE 40 PVC, OR ELECTRICAL METALLIC TUBING (EMT) A5 INDICATED ON THE DRAMINR£. WERE INSTALLED ON ROOFS OR EXPOSED TO DAMAGE, ALL CONDUIT SMALL BE R1610 GALVANIZED STEEL OR EMT. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. EMT MAY BE USED IN ALL OTHER ABOVE 6ROIUND LOCATIONS. UNDER6ROIUNO CONDUITS SMALL BE R161D GALVANIZED STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINS . PROVIDE INSULATED BUSHING FOR ALL CONDUIT TERMINATIONS. ALL ALL CONOUIT RUNS SHALL USE APPROVED COUPLIN65 AND CONNECTORS. CONDUIT NUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE HITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. CONDUCTORS FURNISH AND INSTALL ALL CONDUCTORS CALLED FOR ON THE DRAWIN65. ALL CONDUCTORS SHALL BE TYPE THHN/THIN, (TS DEGREE) INSULATION, RATED FOR 600 VOLTS. ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FO_LOHS, A. MINIMUM WIRE SIZE SHALL BE a12 AMG. B. ALL CONDUCTORS SIZE r8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED •10 AND SMALLER SHALL BE SOLID OR STRANDED EXCEPT AS NOTED ON DRAMIN6. C. CONNECTION FOR a10 AWG AND SMALLER SHALL BE BY THISTING T16HT AND IN55TALLIN6 INSULATED PRESSURE OR WIFE NUT CONECTI ONS. D. COMECTION FOR rB AN& AND LARSER SHALL BE BY USE OF STEEL CRIMP -ON 5LEEVES WITH NYLON INSULATOR, ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS. 6ROUNDIN5 ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON-CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS. CONDUITS. SUPPORTS. CABINETS. BOXES. 6ROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE 6ROUNDED BY ONE POINT ONLY. PROVIDE 6ROUND CONDUCTOR IN ALL RACEWAYS. T -MOBILE SHALL PROVIDE CONTRACTOR WITH A COPY OF LATEST T -MOBILE STANDARD CONSTRUCTION DETAILS. ALL CONSTRUCTION SHALL COMPLY WITH LATEST T -MOBILE STANDARD CONSTRUCTION DETAILS. UPON COMPLETION OF INSTALLATION. THE SYSTEM TO BE TESTED IN ACCORDANCE WITH T -MOBILE STANDARDS. ALL CONNECTIONS TO GROUND BAR AND 61WUNP BAR MOUNTIWIS, INCLUDING BOLTS, AND THE POINTS OF CONTACT BETWEEN DISSIMILAR METALS MUST BE COATED WITH 'NO -OX.' ALL MISCELLANEOUS NON-CURRENT CARRYING METAL ON THE SERVICE RACKS SHALL BE BONDED USING 02 ANG, BARE, TINNED, SOLID COPPER. CONNECTIONS SHALL BE EXOTHERMIC HELPS. UTILITY SERVIGES CONTRACTOR IS RESPONSIBLE FOR BRIN61N6 POWER AND TEL7-AL SERVIGE5 TO THE LEASE PARCEL. CONTRACTOR SHALL COORDLREOUI REMENRS KITH POWER COMPANY AND TELEPHONE COMPANRACTORSHALL INCLUDE THESE SERVICES IN HIS NORK MINIMUM WIEBASED ON TOTAL ANTICIPATED SERVICE 15 SHOWN A5 YELL A APPROXIMATE 015TAW-E TO CA -0555T AVAILABLE SOURCE. %AIMT W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 895-3840 fat. 18471 895-9985 MTN••MobIlew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION I 10-01-02 1 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AP051t121.111.2 cNATU DATE:2 ELECTRIC / TELCO PLAN DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET E-1 ELEGTRIGAL NOTES CONNECTED LOAD KVA AMPS DEMAND FACTOR I ALL WORK 15 TO COMPLY WITH THE LATEST EDITION OF THE 10 SERVILE CONDUITS SHALL HAVE NO MORE THAN (3) -90" BEN05 IN 2.38 NATIONAL ELEGTRIG LODE (N. E. G.) AND ANY LOCAL ORDINANCES, CODES, 0.5-1 ANY 51N6LE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE RECEPTACLES (1) AND ALL OTHER ADMIN15TRATIVE AUTHORITIES HAVIN6 JURISDICTION. 4.42 CONDITIONS. PULL WIRES AND GAPS SHALL BE PROVIDED AT ALL 1.06 THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS BTS 111 SPARE CONDUITS FOR FUTURE USE. 3'7.6 AND RELATED FEES. 9.0 3"1.6 2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER 11- ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 4.0 THIS CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L.) TELCO PANEL/REG. 100 M.P.H. WIND 5PEED AND DESIGNED FOR OUTDOOR EXPOSURE. 1.0 LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE 6UARANTEED 0-12 1.0 TOTAL LOAD FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE 12. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE 20.32 82.8 TOTAL SERVILE GAP, A MINIMUM 24" SGH. 80 PVC RADIUS SWEEPS TO EQUIPMENT, PULLBOXE5, 200A BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURIN6 THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR MONOPOLE, ETC., UNLE55 OTHERWISE NOTED, OR AS REQUIRED EQUIPMENT, THE CONTRACTOR SHALL FURNI5H ALL NECESSARY BY UTILITY COMPANIES. MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 13. FUSE TYPE SHALL BE 5U55MAN RKI LOW PEAK FUSE (LPU-RK-100). 3, ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND 14 UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED A5 -BUILT DRAWINGS TO THE OWNER. CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUTTING 15. GENERAL GROUNDING CRITERIA AND PATCHIN6 RELATED TO ELEGTRIGAL WORK, AND SHALL RESTORE ALL IST STEP: GROUND TO EXISTING BUILDING STRUCTURAL STEEL AND TO THE EXI5TIN6 LAND5GAPIN6, SPRINKLER SYSTEMS, CONDUITS, WIRING, EXI5TIN6 GOLD WATER LINE. (WHERE APPLICABLE) THEN TEST 6ROUNDIN6 PIP1N6, ETC DAMAGED BY THE ELECTRICAL WORK TO MATCH EXISTING RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL GROUND RESISTANCE. WHERE CONDITIONS. THE EFFECTIVE RE515TANGE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL GROUNDING AND RE -TEST UNTIL 6ROUND RESISTANCE FALLS 4, ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL FALLS SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE OF THE FOLLOWIN6 LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POWER AND LI6HTIN6 SYSTEMS, TELEPHONE AND 1) COUNTERPOISE, COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT, CONTROL 2) UFER GROUND, WIRING, 6ROUNDIN6, ETG. AS INDICATED ON ELECTRICAL DRAWINGS 3) 6ROUND ROD AND/OR 6ROUND AND/OR AS REQUIRED BY 6OVERNIN6 CODES. WELL IN EXTREMELY ADVERSE 501L CONDITIONS. WHERE THE EXISTING BUILDIN6 5. PRIOR TO IN5TALLIN6 ANY ELECTRICAL WORK, THE CONTRACTOR STEEL DOES NOT PROVIDE AN EFFEC7IVE GROUND RESISTANCE, THEN THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY EXI5TIN6 SITE LOCATIONS AND SHALL PROVIDE A SEPARATE GROUND CONDUCTOR FROM ROOF MOUNTED BT5 EQUIPMENT CONDITIONS AND UTILITY SERVILE REQUIREMENTS OF THE JOB, LOCATIONS EITHER DOWN THROU6H THE INSIDE OF THE BUILDIN6 OR THE OUTSIDE OF THE AND BY REFERENCE TO EN6INEERIN6 AND EQUIPMENT SUPPLIERS BUILDING, DEPENDIN6 UPON OWNER PREFERENCE. WHERE THE 6ROUND CONDUCTOR FROM DRAWIN65. SHOULD THERE BE ANY QUESTION OR PROBLEM GONCERNIN6 THE ROOF MOUNTED EQUIPMENT 15 ROUTED IN CONDUIT, THE CONDUIT SHALL 13E EFFECTIVELY THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL 6ROUNDED TO THE 6ROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. BE OBTAINED BEFORE PROGEEDIN6 WITH ANY WORK. (MONOPOLE IN5TALLATION5): b. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY FOR INSTALLATIONS WHERE WOODEN STRUCTURES, TO1iER5 GONGRETE SILOS, ETC.. SERVILE PLANNERS AND ALL SERVILE REQUIREMENTS AND ARE ENCOUNTERED A SEPERATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 ANTENNAS T INCLUDE G05T5 FOR SUCHH IN THEIR BID. SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL GABLES. THE GROUND CONDUCTOR SHALL BE SECURELY FASTENED TO THE EXTERIOR OF OUTSIDE STRUCTURES 7. SERVICE EQUIPMENT SHALL HAVE A SHORT GIRCUIT WITHSTAND N17H NONMETALLIC GROUND STRAPS EVERY 10 FEET. A61N, AS FOR TENANT IMPROVEMENT RATIN6 EQUAL TO OR EXCEEDIN6 THE MAXIMUM AVAILABLE FAULT PROJECTS, TEST THE 6ROUNO RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT PER THE ABOVE STEPS. CIRCUITS AND GROUNDS. 16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK B. ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND 600 VOLTS INSULATION. ALL 6ROUNO CONDUCTORS TO BE PROPERLY GREEN (6ROUND). SIZED COPPER. (STRANDED OR SOLID). 17. CONTRACTOR TO PROVIDE 6UTTER TAP. q. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, 18. CONTRACTOR RESPONSIBLE TO GALL MI55 UTILITY SPECIFICATION OR CODE WHICH PRE5GRIBE5 AND E5TABL15HE5 THE 48 HR5 TO EXCAVATION OUTSIDE THE COMPOUND. HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. 19. AN INDEPENDENT LOCATOR MUST LOCATE (E) UTILITIES WITHIN A COMPOUND PRIOR TO EXCAVATION. FROM POWER SERVILE ( E) Mi=l'E1t2 SERVI A/2P R 3 (TYP.)� METER RACK 6ROUND ELECTRIC METER 4 MAIN SERVILE DISCONNECT 22 KA AIG SQUARE .D. ENLAR6ED VIEW OF 2009 DISCONNECT METER/B12EAKER 31+3/0, 11166-2"G 120/240 VAC, PPG 200 AMP MAIN bOA/ 2P L bOA/ 2P L 20A/ IPL 15A/ I 21112, 1#126-3/4'G 31#4, 11186-2'6 2"G, W/PULL W1RE BOND NEUTRAL 4 GROUND BU5 IN MAIN SERVICE DISCONNECT ELECTRIC DIAGRAM �1 SCALE: NOT TO SCALE WEATHER PROOF SWITCH 6F1 REG. TO LI6HT TO BTS FUTURE BTS AREA OF SPACE (164) SF SERVICE VOLTAGE 120/240 V 10 ELECTRIC LOAD SUMMARY SCALE: NOT TO SCALE NOTE LABEL EACH END OF C40NOUT75: (P) POWER: 1 EA - 2" BAND OF RED TAPE (TI) TELCOI: I EA - 2' BAND OF ORAN6E TAPE (T2) 7ELCO2: 2 EA - 2' BAND OF ORANGE TAPE CONDUIT LABELING 3 SCALE: NOT TO SCALE V J J O ELECTRICAL NOTES 0 DATE: 10-01-02 Q z SCALE: A5 NOTED 2 o DRAWN: CDG U W -T # T02395 m i? I SHEET v=T W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60183 ph. 1847) 885-3840 fax. 1647! 885-9886 T • •MobIIew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 ,J5' PJE AR"SAS REGISTERED PROFESSIONAL ENGINEER `Z P'n_ 10966 ,aQ: E-2 CONNECTED LOAD KVA AMPS DEMAND FACTOR DEMAND KVA LOAD AMPS L16HTIN6 (115W HP5) 0-5-1 2.38 1.0 0.5-1 2.38 RECEPTACLES (1) 1.06 4.42 1.0 1.06 4.42 BTS 111 9.0 3'7.6 1.0 9.0 3"1.6 BT5 112 4.0 31.6 1.0 4.0 37.6 TELCO PANEL/REG. 0.12 1.0 1.0 0-12 1.0 TOTAL LOAD 20.32 82.8 20.32 82.8 TOTAL SERVILE GAP, 200A 200A ELECTRIC LOAD SUMMARY SCALE: NOT TO SCALE NOTE LABEL EACH END OF C40NOUT75: (P) POWER: 1 EA - 2" BAND OF RED TAPE (TI) TELCOI: I EA - 2' BAND OF ORAN6E TAPE (T2) 7ELCO2: 2 EA - 2' BAND OF ORANGE TAPE CONDUIT LABELING 3 SCALE: NOT TO SCALE V J J O ELECTRICAL NOTES 0 DATE: 10-01-02 Q z SCALE: A5 NOTED 2 o DRAWN: CDG U W -T # T02395 m i? I SHEET v=T W -T COMMUNICATION DESIGN GROUP, LLC 30 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60183 ph. 1847) 885-3840 fax. 1647! 885-9886 T • •MobIIew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 ,J5' PJE AR"SAS REGISTERED PROFESSIONAL ENGINEER `Z P'n_ 10966 ,aQ: E-2 NOTE: ONLY ONE SECTOR IS SHOWN FOR CLARITY L.N.A. (TYP) — 2 PER SECTOR SIGNAL GABLES 1ARD SHELL 5ROUND KIT (TYP) TYPICAL ANTENNAS (REFER TO DTL. 2/C-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 DI5H (TYPICAL) IF APPLICABLE G LOWER AGB LOCATED SEE NOTE a AT BOTTOM OF G MOUNTING STRUCTURE G— BEFORE 70[�R GABLE BEND GROUND RING TO TOWER BASE SCALE: A5 NOTED SURGE ARRESTOR GROUND BAR. LOCATED IN GABLE TRAY, WITHIN 24" OF BT5 1/0 PORT (SEE 3/G-5) SURGE ARRESTOR (TYPICAL) USE MODEL NO. MT -G6730.01 NOTE TYPICAL EACH GABLE TRAY SUPPORT 4 5 G GI I G GROUND RING COAX (FUTURE) SERVICE DISGONNEG \\\\\\ BTS E IF LEG. TELCO ABINE ABINE 5 5 G G G G G SURGE ARRESTOR (2 FUTURE) USE MODEL NO. MT -66130.01 BTS I I BT5 LEGEND O HARD SHELL GROUND KIT • GAD WELD CONNECTION a BURNDY CONNECTIONS O SURGE ARRESTOR NOTES: 1) AT GO -LOCATE SITES CONTRACTOR SHALL TIE TO EXISTING GROUND RINGS AT 2 POINTS ANDREPAIR ANY GUT OR DAMAGE TO GROUND RING. 2) EQUIPMENT GROUND BAR ONLY REQUIRED IF NOT SUPPLIED WITH BT5 UNIT. c SEE NOTE 4 SERVICE GROUND ROD TO GATE POSTS (2) TO FENCE POST CORNERS (4) TYPICAL RISER GROUNDING DIAGRAM SCALE: NOT TO SCALE U W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. (8471 895-3640 fox. 16471 895-9986 T • Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW F- AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 ARa SAS REGISTERED PROFESSIONAL ENGINEER f7_ 10966 .�.►; U GROUNDING RISER w DIAGRAM 0 0- / PLATFORM Z SCALE: A5 NOTED o DRAWN: CDG I 3) MIDDLE ANTENNA GROUND '7 W -T # T02355 Y BAR REQUIRED IF GABLE RUN m o SHEET 15 OVER 200'. 4) CONTRACTOR TO IN) GROUND LEAD PROVIDE EQUIPMENT FOR FUTURE BTS PVC CONDUIT SLEEVE FOR GROUND BAR GROUND WIRES THROUGH PAD (SEE NOTE 2)C TO GROUND RING, d LOWER TOWER GROUND BAR ONLY. c SEE NOTE 4 SERVICE GROUND ROD TO GATE POSTS (2) TO FENCE POST CORNERS (4) TYPICAL RISER GROUNDING DIAGRAM SCALE: NOT TO SCALE U W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. (8471 895-3640 fox. 16471 895-9986 T • Mobile or 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW F- AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 ARa SAS REGISTERED PROFESSIONAL ENGINEER f7_ 10966 .�.►; U GROUNDING RISER w DIAGRAM 0 0- DATE: 10-01-02 Z SCALE: A5 NOTED o DRAWN: CDG U '7 W -T # T02355 Y m o SHEET E-3 U NO, DESCRIPTION MOLD NO. HELD NO. 1 42 SOLID TO #2 SOLID PTC-ITIT 65 2 92 50LID TO GROUND ROD 6TC-I6IT 90 3 1*2 SOLID TO FENCE P05T VBC 0L)ENDY CONNEGTION5 (DETAIL 2 SHEET E4) NO. DESCRIPTION PART NO. 4 #b GREEN STRANDED 2 -HOLE COMPRESSION LUG 5 #2 50LID TO POST, OTHER THAN FENCE P05T KC (5 BRAIDED STRAP BOLTED TO GATE P05T5 5DIb692 NOTE: CHECK HITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. LEGEND A CADHELD CONNECTION b' x 5/5" COPPER GLAD GROUND ROD (b' MAX SEPARATION, EQUALLY 5PACED) ® TEST HELL d GROUND ROD 0 BURNDY CONNECTION G #2 AH5 TINNED SOLID BARE CU (GROUND RIN65 SHALL BE 2'-b" BELOW GRADE) X{ x CHAIN LINK FENCE NEW i TE5T SITE GROUNDING PLAN SCALE: I"=5' -O" U VMT W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 1847) 895-3840 fax. 1847) 895.9985 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 1 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 A� p,T E ON ARC SAS REGISTERED PROFESSIONAL ? ENGINEER .2 �n. 10966 ,XP J� c J $Ip1ATuR . DATE: 12/31/02 c9 �jjLu GROUNDING PLAN 0 o DATE: 10-01-02 Jr SCALE: A5 NOTED 02 DRAWN: CDG U W -T # T02395 } m C-) I SHEET 0 E=4 0. Q cs FROM ANTENNA STANDARD ANDREW GRADE GROUND KIT FOAM SEAL 3/4' SCHED. 40 P.V.G. TYPICAL FROM EQUIPMENT, POLE. OR PLATFORM ..LIMPER TYPICAL GROUND K2 BGW l TYP. ) e GADWELD FOAM SEAL `+WIRE PIPE END " MIN ! ANTENNA GTRAY 30" MIN. `, Trrypi LE TRAY TYPE 8918692 TYPE GAR -7L GRADE ANDREWORLONNEGTOR WEATHERPROOFINGa6 AW6 COMPARE RING GROUND KIT (TYP.) #2 AWG BGA— #2 AWG WH BONDED –FROM ANTENNA FRAME SUPPORT 'I GROUND WIRE AL GRAVEL � ALONG GABLE TRAY L ® GROUND ROD COPPERAELD 2.2 A"& BCW LGROUNDING BAR, NEWTON, SIMILAR TO TYPE Y61B5 G ANTENNA WITHOUT INSULATORS, MOUNTED NEAR TYPE YA3"L-2TC55 5/8"(PX6'-0" LON %� �✓ i��� �j t . %MIN. lT�/�.y�/�. / . /� ��i�: TO GROUND --- RING I BURNDY DETAILS 5GALE: NONE TYPE PT NOTE: GADWELD "TYPES' SHOWN ABOVE ARE EXAMPLES CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. CADWELD TYPES 5 SCALE: NONE GROUND ROD IGROUND WIRE PIPE SLEEV SCALE: NONE SCA41Rt NONE STAINLE55 STEEL HARDWARE LOGKWASHER (TYPICAL)FLAT WASHER (TYPICAL) IR'xl 1/2' HEX BOLT NUT (TYPICAL) GROUNDING GABLE ELEVATION EROVf4V BAR GROUNDING GABLE EXPOSED BARE COPPER TO BE KEPT TO AB50LUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) NOTE: I. "DOUBLING UP" OR 'STACKING" OF CONNECTION 15 NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE U5ED AT ALL LOCATIONS. TYPICAL GROUND BAR CONNECTIONS DETAILS 6 SCALE: NONE TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR GROUND WIRE CONNECTION TO GROUND BAR AT ANTENNA__(4) SCALE- NONE TO ANTENNA I COAX GABLE WEATHER PROOFING / KIT ANDREW #221213 (TYP) II I COAX GABLE 1 6ROUNDING CLAMP KIT a6 AWG, STRANDED COPPER GROUNDING CONDUCTOR w TO CiRO UND TO PRIMARY CABINET COAX CABLE GROUNDING DETAIL 5—ALE: NONE U tL 1`M W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 80103 ph. 18471 885-3840 fax. 48471 895.9985 To ••MobIlew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 to A P QSIGNAIUR. .DATE: O N GROUNDING DETAILS w o DATE: 10-01-02 SCALE: A5 NOTED o DRAWN: CDG U I W -T # T02395 r "o SHEET E-5 • µ— n,1 "a• io ) � j-97 ( 2) TELCO CONDUIT 16' WIDE TRENCH OR AS REO'D BY POWER / TELEPHONE CO. < z F O a w 2�FW NaDLU II— METALLIC, WARNIN6 TAPE I ( 2 TYP I GAL) ELEC,.CONDUIT �=-- COMPACTED SAND .. COMPAGTED BACK FILL TO 95% PROCTOR DEN5ITY PARALLEL -- METALLIC WARNIN6 TAPE ( I TYP.) UNEXCAVATED ;OMPAGT TO 95% STD. 'ROCTOR DENSITY -LEC. CONDUIT ;OMPAGTED SAND '2) TELCO CONDUIT5 18' WIDE TRENCH OR A5 REQ'D BY POWER / TELEPHONE CO. STAGKED ELECTRICAL/ TELCO TRENCH � SCALE= N.T.S. ILCABLE TRAY NOT SHOMN FOR GLARI TY. 2) CONTRACTOR TO COORDINATE "/ANTENNA MANUF. ON ANTENNA COAXIAL CABLE 6ROUND BAR SPACING FOR PROPER 6ROUNDIN6 HARD SHELL GROUND KIT (TYP.) (N) PIPE 3 TYPICAL. (5EP DETAIL THIS SWEET TYPICAL COAXIAL GROUNDING SCALE= N.T.S. LIPPEsR ANTENNA 6ROUND BAR MOUNTED DIRECTLY TO TOMER WITHOUT INSULATORS COAXIAL CABLES HARD SHELL GROUND KIT (TYP.) LOrtT: ANTENNA 6ROUND BAR (LOCATED BELOM 1/0 ON (E) OR (N) TOMER) WITH INSULATORS REF. NOTES SECTION PVC, GONDUIT PLUG PVc CONDUIT ABOVE GRADE C4NDUIT SCHEDULE 80 PV5 GOl1PL IN6 6R.ADE �II REFER DETAIL 5/E-2 PVC rIlULE BO 2' RADIUS MIN. - - SIZE AS SHOW HORIZONTAL RUNS OF ON LAYOUTS UNDERGROUND CONOUIT SHALL BE SCHEDULE 40 PVC UNDERGROUND CONDUIT STUB UP SCALE N T S PVC CONDUIT PVC CONDUIT PLUG COUPLING CONCRETE PAD 6 - DETAIL 5/E-2 PVC SCHEDULE 40— PVC SCHDULE BO H 2' RADIUS MIN. 512E AS SHOWN SIZE AS SHOWN ON LAYOUTS ON LAYOUTS UNDERGROUND NEMA 3R. SOCKET AND CONDUIT STUB THRU CON. PAD K—, SCALE= N. IS NEUTRAL BUS NOTE, BOND NEUTRAL GROUNDED (NEUTRAL) SERVICE ENTRANCE ENTRANCE CONOIKTOR RAC MAY (TOPOR SHALL BE A BOTTOM FEED) IF BOLTED HUB OR NEMA 3R. SOCKET AND SELF BONDING HUB :IN MAIN DISCONNECT 15 USED BOND-AJMPER ENCLOSURE 15 NOT REQU I RED (TYPICAL) • fi . 6ROUND ROD NEUTRAL BUS NOTE, BOND NEUTRAL 1-15 WATT H16H R___y,E 2002 NAIN BREAKER SERVICE DISCONNECT NOT55. AND 6ROUND BUS AT 2X73. 0111 BAR -190.01 Pi LOCATE GROUND ROD 2' TO PROVIDE SERVICE DISGOMEGT 1 1 GROUND BUS OFF CENTER OR X9-12 COVER BOX TO ELECTRICAL SERVICE ADE'UATE MORXIH5 5PACE, . 6ROUND ROD 0 r SERVICE ENTRANCE GROUNDING 5 SCALE: N.T.S. 3/5' 6ALV. LA& SCREMS 6L-WS20 3/9' LA6 SHIELD ;1--X314' -6036 3/9' THREADED INSULATOR MT -5520 9 1/4X4Xl2' BUSS BAR 55 BOLT 68-0417.01 a SB -0306 3/8' 55 LOCK MASHER L a°0ease ft�' 1§ °e 3/b70/4' SSB 0306 ` °�0�flnaQa°a9jS O O U -FITTING C 9 8 e MT -500 ° •2AM6Xa' TINNED MIRE LEAD W/THERMOY'ELD Nrr-585-1 }1i LEAD SHOMN SHORT FOR GLARITY _ (96')- + t'-55 ANGLE ADAPTOR ACTUAL LEN61H: b' AA -SL GROUND AND BUSS BARS SCALE; N.TS 3/0' 6ALV LOCA 1-15 WATT H16H R___y,E SENEIdA i NOT55. K46HER- 6M -i43 2X73. 0111 BAR -190.01 Pi LOCATE GROUND ROD 2' TO PROVIDE } LrwoLr= foe EWI VALENT) XB - II MT -ab OFF CENTER OR X9-12 COVER BOX ADE'UATE MORXIH5 5PACE, 6ND. AND ROD CLNNN, [510') 0 17) TOP CF GROUND TEST WELL \/ •2 SO_- G'IP FE10 TYPE Gr 9/OX6-1/4' 6ALV ALL THREAD ROD FLUSHED TFI 60-09625 PINI CONNECTION GAD MOLD •6TGI61r ° P SURFABE CE. E GAD MELD METAL •qO 319' 6ALV NIT PLAN VIEW cl MOLDS ARE GAP E40 TO VERT. PIPES GN -03 0 HEAVY DUVY. 1 NOTE B ELETRIC, METER ° •2AMbXB' TINNED MIRE 19' 4w M/TmERMO1ELD ° xOTE BELOM STT -595-T GROOIND RING 64AM TO AGC,OMODAI f •1 METER i PO51 TIa BOX (IF USE OFI RNDY CONNECTI LEADS SHOHN SHORT FOR CA-ARIrY� 2 TO RACK LE -6 ACTUAL LENGTH, 6' (n6') SURGE ARRESTOR GROUNDBAR SCALE- N.T.S. s } v 6ROUND LEAD USE CONCRETE BOOT (TYP.) TEST WELL DETAILO SCALE= N'T.S 0 ELETRIC METER W SERVICE DISCONNECT UTILITY FRAME 1D SCALE: N -TS. SIDE ELEVATION FILL OA 240V 10 526. 6EN. CEPTAC,LE I RECEPTACLE OV ICP m a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 895-3840 1mx. 18471 895-9985 MTN • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION I lo—o1-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 5� p,T E ARI�SAS REGISTERED PROFESSIONAL ENGINEER oT 10966 51CNAT T DATE: 72/77/02 GROUNDING DETAILS DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET E-6 1-15 WATT H16H R___y,E 2' ToFPFY6t SODIUM L16HT L16TELL 6FRISER TO L16HT3'-O 'U' BOLT UN15TRUT PLAN VIEW TO VERT. PIPES ELETRIC, METER W/ SERVILE DISCO UNISTRUT TO AD- LISTED AS NEED TO AGC,OMODAI •1 METER i PO51 TIa BOX (IF USE OFI RNDY CONNECTI TO RACK LE -6 TYPI GAL 3'0 6ALVANIZED _} • M1" U STEEL PIPE Sr -H. 40 i 4 1 6ROUND LEAD Jr` CADMELD TO 6ROUND RING TYP I CAL EW I PNENT w.: -f : •-I 6ROUW C-J�J.3 FRONT EL�VAT101� 1113 RING 6" UTILITY FRAME 1D SCALE: N -TS. SIDE ELEVATION FILL OA 240V 10 526. 6EN. CEPTAC,LE I RECEPTACLE OV ICP m a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 895-3840 1mx. 18471 895-9985 MTN • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION I lo—o1-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 5� p,T E ARI�SAS REGISTERED PROFESSIONAL ENGINEER oT 10966 51CNAT T DATE: 72/77/02 GROUNDING DETAILS DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET E-6 ' III I I PROVIDE HOOKS AS\ i� SHOWN TOP 8 BOTTOM I, #5 TYPICAL , II III I I f ' l II I I TYPICAL CORNER BAR AT GRADE BEAM PLAN VIEW SCALE: N. T. S- 3" TYP. CLEARANCE 15--o• !a a a � Q 4 ----------a--L--------- -- a a v� 12` I FUTURE NOKIA Oi is EXTENSION fl EQUIPMENT I a Q CABINET I .L --- NOKIA NOKIA NOKIA EXTENSION EXTRA TALK CITY TALK EQUIPMENT AG/DG BASIC CABINET SITE SUPPORT CABINET 3 W -T # CABINET } is. a a I a4 a 1 4 —`—--`---------z7—�-- Q----------- 4 A 1 4 d 1 A � 4 CHAMFER TYP. 6" COMPACTED FILL REFERENCE GEOTECHNICAL REPORT FOR SU66RADE PREPARATION ~ #5 TOP 4 BOTTOM #3 STIRRUPS ®18•' OG. 3• #3 MAT 12" OC. TYP. CLEARANCE #5 CORNER BARS TOP 4 • BOTTOM TYPICAL GRADE BEAM SECTION SCALE: N.T.S. TYPICAL PLAN VIEW OF SLAB WITH EQUIPMENT SCALE: N.T.S. 5" GONG. SLAB -ON -GRADE OVER 5" OF WELL COMPACTED GLEAN SELECT FILL REINFORGED #5 12" O.G. EACH WAY AT MID DEPTH, REFER TO GEOTECHNICAL REPORT FOR FILL REQUIREMENTS DETAIL 2 THIS SHEET BTS CABINET (TYPIGAL) 1/2" m EXPANSION BOLT OR SLEEVE ANCHOR EMBED MINIMUM 3/4" PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4) TOP OF CONCRETE PAD TYPICAL MOUNTING ON CABINET TO SLAB SCALE: N.T.S. J U J J V' CONCRETE PAD DETAILS 0 W-T COMMUNICATION DESIGN GROUP, LLC 38 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80183 - ph. (8471 895-3840 fax. 18471 895-9985 T••MobIleor 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n k� o DATE: 10-01-02 z SCALE: A5 NOTED 2 o DRAWN: CDG U 3 W -T # T02395 } is. "i SHEET S-1 51FRU67URAL NOTES CODES d STANDARDS I. I G97 SBC 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AGI 318-G5 3. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, AGI 302.IR-8G GENERAL 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BE61NN1N6 WORK, AND NOTIFY THE OWNER OF ANY CONDITIONS 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 6EOTEGHNICAL REPORT. STRUCTURAL FILL I. SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY SITE PREPARATION AND IN AREAS WHERE REQUIRED TO BRIN6 GRADE TO PROPER ELEVATION. 2. PRIOR TO PLAGIN6 REQUIRED FILL MATERIAL,REMOVE FROM THE SITE ALL GOBBLES, BOULDERS, AND VE6ETATION, AS WELL AS OTHER DELETERIOUS MATERIALS, INGLUDIN6 ANY LOOSE OR EXGE55IVELY OR6ANIC MATERIAL FROM THE EXISTING 5U56RADE. THIS MATERIAL SHOULD BE STRIPPED TO A MINIMUM DEPTH OF b INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES SHALL THEN BE INSPECTED BY PROBIN6, TESTING, AND PROOF -ROLLING AS SPECIFIED IN THE GEOTECHNICAL EXPLORATION REPORT. PROOF -ROLLING PROCEDURES SHOULD BE OBSERVED BY THE PROJECT 6EOTEGHNIGAL ENGINEER OR HI5 REPRESENTATIVE. 3. THE EXPOSED SUBC-RADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR TO PLAGIN6 STRUCTURAL FILL. 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LE55 THAN 40. 6RADATION OF MATERIAL SHALL BE AS FOLLON5: NO PARTICLES GREATER THAN 3 INCHES PERCENT PASSING N0, 4 SIEVE 40%-80% PERCENT PA55IN6 NO. 40 51 EVE 10%-50% PERCENT PASSING NO. 200 SIEVE LE55 THAN 20% 5. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXGEEDIN6 8 INCHES IN THIGKNESS, WATERED AS REQUIRED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DEFINED IN TXDOT TEST METHOD TXPOT-113-E AT A MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. 6. COMPACTION AND MOISTURE CONTENT OF SUB6RADE AND EAGH LIFT OF STRUCTURAL FILL SHALL BE IN5PEGTED AND APPROVED BY A QUALIFIED EN6INEERIN6 TECHNICIAN, SUPERVISED BY A GEOTECHNICAL ENGINEER. 7. PROVISIONS FOR DRAINAGE AND MAINTENANCE SHALL BE AS PER THE 6EOTEGHNIGAL EXPLORATION REPORT. SLAB-ON-6IRADE_FOUNPA71ONS 1. SLAB -ON -GRADE FOUNDATIONS ARE DE5I6NED TO BEAR ON WELL COMPACTED, GLEAN FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1.7 KSF FOR THE EQUIPMENT BUILDING, AS PER THE 6EOTE6HNIGAL EXPLORATION REPORT. THE SELECT 5TRUGTURAL FILL SHALL BE A MINIMUM DEPTH OF 8 INCHES BELOW FINISHED 6RADE ELEVATION AS PER 6EOTEGHNIGAL EXPLORATION REPORT. 2. SLAB-ON-6RADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 6EOTEGHNIGAL REQUIREMENTS AND ENGINEERING PES16N FOR SITE PREPARATION, DRAINA6E,AND MAINTENANGE. 3. PLACE A 6 MIL POLYETHYLENE VAPOR BARRIER OVER GOMPAGTED SOIL PRIOR TO PLAGIN6 FOUNDATION SLAB. 4. REFER TO PLANS FOR STIFFENED SLAB -ON -GRADE DIMENSIONS, THIGKNESS, AND REINFORGIN6, STRUCTURAL NOTES FOR CONCRETE SLAB SCALE: N.T.5. CAST 1N PLACE CONCRETE I. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUIL9IN6 CODE REQUIREMENTS FOR STRUCTURAL GONGRETE", AGI 318-G5 AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", AGI 315-80, REVISED 1985. 2. ALL CONCRETE NORK SHALL BE IN AGGORDANGE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AGI 301-8G. 3. NO CONCRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE REVIEW OF THE ENGINEER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUAGY OF THE FORMS AND 5HORIN6 AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. 5. PLAGIN6 OF CONCRETE IN PIERS SHALL BE THROUGH "ELEPHANT TRUNK" TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE GONGRETE DOE5 NOT EXCEED 6 FEET. ALTERNATE PLACEMENT METHODS OF GONGRETE, WITH OR WITHOUT ADMIXTURES, SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. 6. CAST IN PLACE CONCRETE SHALL BE NORMAL NE16HT CONCRETE WITH A DES16N 5TREN6TH OF 3,000 PSI AT 28 DAYS, AND A SLUMP BETWEEN 3" AND 5". CONCRETE REINFORGIN6 1. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A_S.T.M. SPECIFICATION A615 GRADE 60. 2. DETAILING OF REINFORGIN6 STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL 3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL GONFORM TO AGI DETAILING STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALLS DETAIL REINFORGIN6 AS FOLLOWS: a) LAP TOP REINFORCING BARS AT MID SPAN. b) LAP BOTTOM REINFORCIN6 BARS AT THE SUPPORTS. c) LAP REINFORCIN6 BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) STAGGER SPLIGIN6 OF HORIZONTAL REINFORGIN6 48" e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF INTERSEGTIN6 BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE WELDIN6 OF REINFORGIN6 STEEL WILL NO T BE PERMITTED. (2. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERNISE ON THE DRAWINGS: a) CONCRETE CAST A6AINST AND PERMANENTLY EXPOSED TO EARTH 3" b) CONCRETE EXPOSED TO EARTH OR WEATHER 1) #6 THROUGH 818 2.0" 11) #5 AND SMALLER 1.5" 8. ALL REINFORGIN6 ACCESSORIES SHALL BE STAINLESS STEEL, GALVANIZED, OR PLASTIC TIPPED. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DAIVE SCHAUMBURG, ILLINOIS 60193 ph. 1847) 895-3640 fox. 18471 895-9985 T • •Mobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN I10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 ARKANSAS REGISTERED PROFESSIONAL ENGINEERZ �'n. 10966 .aQ: U z N NOTES Lu n P DATE: 10-01-02 Q z SCALE: A5 NOTED o DRAWN: CDG U W -T # T02395 m SHEET O U Is � PROJECT TYPE ` EXI5TIN6 150'-0" MONOPOLE N1TH NEN 5'-0" EXTENSION AND NEW RELATED UNMANNED GOMMUNIGATION EQUIPMENT AT GRADE LEVEL, DRIVING DIRECTIONS FROM T-MO31LE OFF iGE (I-630 6 1-430): =ROM INTERSECTION OF 1-630 AND 1-430, TRAVEL SOUTH ON 1-430 2.726 MILES TO GR27/COLONEL GLENN, TRAVEL EAST ON COLONEL 6L=NN _3 0= A MILE TO UNMARKED TALLEY RD ON THE LEFT, JUST 3=FOR= THE GLEARGOM BROADGASTIN6 BUILDIN6, TURN LEFT AND DRTV= APPROXIMATELY -3 OF A MIL= TO THE S1 TE AT THE TOF. 2 OF THE ROAD I5 BEHIND A LOCKED 6A7=, AND THE SITE I5 NITHIN A LOCKED HATER hORKQJiREJTHE SBA 6ATE GODS TO s T TO THE 5:TE, 9 VICINITY MAP -_ ,, �+,, �•.-¢ice^`'��'-yam _ _ yoz2o.[iue�iMma" .sum 1 �7 .. J LkMa Rock wy.r r -- - . ro.ra T • Mobile E° SITE NUMBER AR1016.A SITE NAME SBA COLONEL GLENN SITE ADDRESS/ 911 ADDRESS 10720 COLONEL 6LFNN ROAD LITTLE ROCK, ARKANSAS -12204 PULASKI GOUNTY BUILDIN6 CODES: 2000- INTERNATIONAL BUILDIN6 CODE 2000- INTERNATIONAL FIRE CODE 1996- NEC, NATIONAL ELEGTRIC CODE GALL BEFORE PIG61N6 ARKANSAS ONE -GALL SYSTEM I-800-482-8998 SCALE: NONE SITE DATA SITE LOCATION LATITUDE: 34°, 42' 54.002" LONGITUDE: 92°, 25' 51.819" Rc1f3 H.1 is rS - ELEVATION: 465.85'R l "_I'ALjrpW*Vgrc H rnsourg H EdefSgPj'1 i •_.. DATA OBTAINED FROM SURVEY P zr1 rlfl•: Z -arbnn Iale Morg3rl �Id .i f S=leers - - .....' Creentield z6e#hlo,Wri : i41 �-v U N I T E D S T A T E Hrtville c `87'i A, PL 7r81rCf •_ '.:;; , -Madisonville=, a sty Spnngfief o .Houston =;•. r- !31 tulox+ntsin GTOve Cabool- Eminence - Piedmmoo nt I ttofitfljs y- p� �_. INillolroPAiS nn s �an.£turen.. Greenville tl :'-- Carry v Aurora Charlrsio« 'y f `" FII: e Bloomfield t _-. i6 ston•_ :5 Failxd TIn ki0 �.�.kgg Casaville _- Forsath trlfes;LPi.aln��.� Alton Ile'-•° -c ` Poplar Bluff cClirtar: -✓ G3irleZrilk� _ a Murray! i Eurasia_.___...= YI�0 'r `' i oniptan�- Malden ' Spit rigsa-�9enyvllie :- '-, - __;-r_. _•_ -_..._ tl:{itkrtean..... -., : _ .a-, - Ma d: Ti to p.Q,rer.. Salem; �_ - p nv1ltp. i79_; i13! - Cornin 4 7,. :a; E'OTIS g�r5 Har '9ylauntainfi flat $ F lggott Martin ; r, Erin - f Soingdale-= Home c Dcahonias.- ° c�.Tesaen a SMelbourne - - 4iB' ¢araQE)Jd, A ersburg C maeno 717 : b�tteCn� A- - = �Ir_ jasper MarShall:_;;fvfounLain -� :---.. r± - Huntingn•1ri "View 9r`. Trenton ,IDne�boro JL Milar - E, . rp,- °Lake City _ t C zlrl: Nat oral r !'_S- gw} Batesville art r4 ° L ;a "e. terorl[e° �� :u Alamo• _ Clinton-- Heber - r NPydport DSoeal'••- Brownsville C rk -- �Clalksvill•_ `Springs '1. ," Harrisburg E. Coving n Hohenwald rF 5za Pars �, ' .. 4 P ;� A R K A N S A S rs? 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ZONIN6 6ON5TRU6TION RF NETWORK GONTRAGTOR OPERATION5 SITE ACQU ISI Ti ON SHEET INDEX SMT_ DE��RIPTIGN NO. T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES _ SURVEY C-5 ICE BRIDGE DETAILS C-6 ANTENNA SCHEDULE E-1 ELECTRICAL•/ TELCO PLAN E-2 ELECTRICAL NOTES E-3 GROUNDING RISER DIAGRAM E-4 GROUNDING PLAN E-5 I GROUNDING DETAILS I S-1 I ELEVATED £OUIPMCNT PLATFORM LAYOUT I PROJECT SUMMARY SITE INFORMATION LANDLORD APPLICANT CITY OF LITTLE ROCK LITTLE ROCK MUNICIPAL T -MOBILE OCCUPANCY: UNMANNED WATER WORKS 12120 COLONEL GLENN ROAD ZONING: R-2 6UP+'Z6042, WSUITE 1000GF ttZ-6042B LITTLE ROCK, AR 12210 CONSTRUCTION TYPE: EXISTIN6 MONOPOLE CONTACT: N/A irlTTilr P,�T * a�raoN[N�y6i tM`A`NtASE}�Ei*� PHONE: N/A '� ] tdliJG COMMISSION •IIV ! .'J '•ICV PROFESSIONAL ENGINEER W -T COMMUNICATION DE516N 6ROUP, LLC 39 EAST SGULLY DRIVE 56HAUMBUR6, ILL1N015 60193 CONTACT: KEITH MAND05KE PHONE: (84l) 895-3640 CONSULTANT 41'1`' Y:— SURVEYOR GATE= H a 5 SURVEYIN6 201 N. 616KFORD P_0. BOX 391 EL RENO, OK 73036 PHONE: 405-262-0249 FAX: 405-262-5101 UTILITIES ARKANSAS ONE -CALL SYSTEM POWER COMPANY GONTRAGTOR TO GALL 48 HOURS ENTER61' BEFORE 91661N6 tt9 ENTER6Y COURT GALL ARKANSAS ONE -GALL LITTLE ROCK, ARKANSAS SYSTEM 12212 PHONE: (800) 482-8998 PH: 501-954-5165 INDEPENDENT LOCATORS TO BE USED ON ALL SITES_ ✓hi LC II��7 �Y AffALY515 AND DE516N OF TOWER AND FOUNDATION BY OTHERS, L' C., { CJI 0 .) r t 7, tJ !J-2 TELCO COMPANY SOUTHWE5TERN BELL 1111 CAPITOL, ROOM 465 LITTLE ROCK, ARKANSAS 12201 PH: 501-313-5112 U 0 C7 z w D Mff W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 18471 895-3540 fax. (847) 895-9985 T u •MobIlew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 0 DATE: 10-01-02 SCALE: A5 NOTED o' DRAWN: CDG W -T # T02395 o SHEET T=1 0 U DIVISION I - GENERAL REQUIREMENTS PART I GENERAL 1.1 INTENT A. THESE SPEGIFIGATIONS 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 DOGUMENT5 15 TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NEGE55ARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. D. THE PURP05E OF THE 5PECIFIGATION5 IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.2 CONFLICTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIGATION OF ALL MEASUREMENTS AT THE 51TE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA GHARGE 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 GONTRAGTOR 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 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 AS 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 RESPONSIBLE 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 OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL REGOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. IS 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, INGLUDING ALL THEIR TOOLS, SGAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK GLEAN AND READY FOR USE. B. EXTERIOR: VISUALLY IN5PEGT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. I. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE 5TRUGTURE. G. INTERIOR: VISUALLY IN5PEGT INTERIOR SURFACE AND REMOVE ALL TRAGE5 OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALL5/FLOOR/6EI L ING. I. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 1.6 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 AGGORDANGE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN GHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 1.1 RELATED DOCUMENTS AND COORDINATION A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE GONTRAGTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.8 SHOP DRAWINGS A, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED .AND LISTED IN THESE 5PECIFIGATION5 TO THE OWNER FOR APPROVAL. B, ALL SHOP DRAWINGS SHALL BE REVIEWED, GHEGKED AND GORREGTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. I.q PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUGT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INGLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING GOMPLIANGE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND GUT SHEETS WHICH PROPERLY INDICATE AND DE56RIBE 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 1991. 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999. 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUGT5. 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC). 6. LIFE SAFETY CODE NFPA-101-2000. 1_II ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THI5 PROJECT. THI5 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 5UB5TANTIAL 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. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS 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 WPCS SAFETY REQUIREMENTS IN THEIR AGREEMENT. F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRE55 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 LESS THAN 48 HOURS IN ADVANCE OF CONGRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS_ I. GENERAL GONTRAGTOR SHALL PROVIDE WITHIN 48 HOURS OF CONSTRUCTION; BEFORE A 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 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 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. 02550 FENCE (IF REQUIRED) PART I GENERAL 1.1 WORK INCLUDED: REFER TO THE SITE PLAN5 FOR SIZE AND LOCATION OF FENCE AND 6ATE5 TO BE INSTALLED. 1.2 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 LE55 THEN 1.2 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. P05T5 SHALL BE HOT -DIPPED IN GRADE E ZING Ib OUNCES PER SQUARE FOOT_ 13 SEQUENCING A. IF THE 51TE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION. FENCE P05T EXCAVATION SPOILS MU5T BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID 5URFAGE COURSE_ 1.4 SUBMITTALS A. MANUFACTURER'S DE56RIPTIVE LITERATURE. B. CERTIFICATION OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MEET. I5 APPLICABLE STANDARDS A. A5TM-A53 51PEGIFIGATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZING COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. A5TM-Al2-3 ZING (HOT -DIPPED GALVANIZED COATIN6 ON IRON AND STEEL PR0DUGT5_ G. ASTM -A153 STANDARD SPECIFICATION FOR ZING COATING (HOT DIP) ON IRON AND STEEL HARDWARE_ D. ASTM -A329 SPECIFIGATION FOR ZING -COATED STEEL CHAIN LINK FENCE FABRIC_ E. ASTM -A653 STANDARD SPECIFICATION FOR STEEL SHEET ZING COATED (GALVANIZED) BY THE HOT DIPPED PROCESS. F. ASTM -A510 51PEGIFIGATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY_ G. FEDERAL SPECIFICATION RR-F-191-FENGIN6, WIRE AND P05T METAL (AND GATES, GHAIN LINK FENGE 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 GHAIN 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, FABRIG SHALL CONFORM TO THE SPECIFICATIONS OF A5TM A-392 CLA55 I. G. NOT USED_ D. ALL POSTS 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/& INCHES 2. CORNER 31NCHES 3. GATE 3 INCHES E_ NOT USED, F. ALL TOP AND BRACE RAIL5 SHALL BE 1-1/4" DIAMETER SCHEDULE -40 MECHANICAL -SERVICE PIPE_ FRAMES SHALL HAVE WELDED CORNERS. 6. NOT U5ED_ 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 MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 -DEGREE ATTACHMENT, OR EQUAL_ J. THE GUIDE (LATCH ASSEMBLY SHALL BE MER6HANT5 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 6ATE5 SHALL HAVE A FULL HEIGHT PLUNGER BAR WITH DOME GAP_ N. A NOA GAUGE ZING COATED TENSION WIRE SHALL BE U5ED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. O. PLACE A 51X INCH BY 1/2` DIAMETER EYEBOLT TO HOLD TEN51ON WIRE AT LINE POSTS. P. STRETCHER BARS SHALL BE 3/16" BY 3/4' OR HAVE TRU55 ROD WITH TURNBUCKLES. Q. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8" TRU55 ROD WITH TURNBUCKLES. R. ALL PO5T5 EXCEPT GATEPOSTS SHALL HAVE A COMBINATION GAP AND BARBED WIRE 5UPPORTIN6 ARM. GATEPOSTS SHALL HAVE A DOME GAP. 5. OTHER HARDWARE, INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CLIPS AND TEN510N 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 ARMS_ V. ALL CAPS 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. 3.2 INSTALLATION A_ P05T FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH CONCRETE COVER UNDER POST. B. ALL FENCE P05T5 SHALL BE VERTICALLY PLUMB WITHIN ON INCH IN EIGHT FEET_ G_ AT CORNER P05T5, GATEPOST AND SIDES OF GATE FRAME, FABRIC, SHALL BE ATTACHED WITH STRETCHER AND TENSION 13AND-GLIP5 AT 15 INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND GLIP5 AT 15-I14CH INTERVALS. E. ATTACH FABRIC, TO BRACE RAILS, TEN51ON WIRE AND TRUSS RODS WITH TIE GLIP5 AT TWO -FOOT INTERVALS_ F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LIKE FABRIC AND THE FINAL GRADE. 6. GATES SHALL BE INSTALLED 50 LOCKS ARE ACCESSIBLE FROM BOTH SIDES_ H. CONCRETE FOR FENGE POSTS SHALL HAVE A MINIMUM OF 3000-P51 BREAKING STRENGTH AT 28 DAYS. 33 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUT5 OR 6ALVANIZI146 BREAKS WITH ZING -BASED PAINT COLOR TO MATCH THE 6ALVANIZIN6 PROCESS_ W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 1847) 895-3840 fax. 18471 895-9985 T • aMobilenr 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 p,TE 8 AR"SAS REGISTERED PROFESSIONAL ENGINEER h. 10966 V' R5 GENERAL NOTES 0 o DATE: 10-01-02 z SCALE: A5 NOTED o DRAWN: CDG V W -T # T02395 m Rl SHEET N-1 I s - 6 DIVISION I6- GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION 1. DEFINITIONS A. AGB -ANTENNA GROUND BAR B. AWG-AMERIGAN WIRE GAUGE G. EMT-ELEGTRIGAL METAL TUBING D. MOB -MASTER GROUND BAR E. PVG-POLY VINYL CHLORIDE F. RFI -RADIO FREQUENCY INTERFERENCE G. THW-LETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION THAT IS A MOISTURE AND HEAT RESISTANT THERMOPLASTIC WITH A MAXIMUM OPERATING TEMPERATURE OF l5 DEGREES CELSIUS OR 16-7 DEGREES FAHRENHEIT. 2. SUBMITTAL OF BID INDICATES CONTRACTOR 15 COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS 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 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. 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 (O.S.H.A.). 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 DRAWIN&S, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 9. ALL MATERIALS AND EQUIPMENT USED SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH GLASS 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 UNLESS OTHERWISE NOTED. - 12. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.5.H.A. 13. CONTRACTOR SHALL SECURE ALL NEGE55ARY 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 GORREGTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 15. ALL TELGO CONDUIT SHALL HAVE A PULL WIRE OR ROPE. 16. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "A5 INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTING AND CIRCUITS. Il. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB GOMPLETION. 18. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHIGH 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 APPLIGABLE CODES. 20. PENETRATIONS IN FIRE RATED WALL5 SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES WITH U.L. LISTED MATERIAL. i 21. WIRE AND GABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS 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 RESISTANT SCHEDULE 80 PVG. 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 6 FEET AND SHALL CONTAIN GROUND CONDUCTOR 51ZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 2l- 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 TE5T5 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 BAGKGROUND 1.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH I5: 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. G. ELECTROSTATIC CONTROL TO REDUCE ELECTROSTATIC DISCHARGE PROBLEMS. D. PERSONNEL SAFETY- TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHIGH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. 12 AIG GROUNDING: ALL GROUNDING CONNECTIONS INSIDE OF CABINET SHALL BE SCRAPED TO BARE METAL AND COATED WITH GONDUGTING LUBRICANT. STATION GROUNDING SYSTEM 2.0 MATERIALS: A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR GONDUGTOR AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNAS SHALL BE NO.6 STANDARD GREEN INSULATED JUMPERS THE GROUND WIRE TO THE MOB SHALL BE GREEN INSULATED #2 WIRE BURNDY 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 8005 OF SOLID COPPER, STAINLESS 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 (I.E., DOUBLE LU65, SPLIT BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. G. 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. 2.1 MASTER GROUND BAR (MOB) THE PURPOSE OF THE MASTER GROUND BAR 15 TO &ROUND 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 GABLE 15 USUALLY THE ONLY ITEM GROUNDED TO THI5 BAR. HOWEVER IT IS ACCEPTABLE TO BOND EXTERIOR, GABLE TRAY, WAVEGUIDE PORTS AND GANTILEVERED WAVEGUIDE BRIDGES TO THE AGB. 2.3 SURGE ARRESTOR GROUND BAR (5AG8) THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR IS FOR LIGHTNING PROTECTION. 2.4 ANTENNA GROUNDING: EACH ANTENNA COAXIAL GABLE SHALL BE GROUNDED AT THREE POINTS U51NG A COAXIAL GABLE KIT. A TYPICAL INSTALLATION SHALL BE AS FOLLOWS: A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE ANTENNA AS P0551BLE- 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 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. G. THE THIRD GROUND SHALL BE THE SURGE ARRESTOR GROUND. IT SHALL BE ATTACHED TO THE GABLE ON STRAIGHT RUNS (NOT WITHIN BEND5) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS. THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE SAGE, SHALL HAVE TWO (2) LEADS OF #2 BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE GROUND LEADS SHALL BE ENCASED IN PVC. 25 PERIMETER FENCE GROUNDING A. CORNER FENCE GROUNDING_ B. ALL FENCE GORNER AND END P05T5 (MINIMUM OF TWO) SHALL HAVE ONE tt2 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 P05T5 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 GONTINUITY. CONNECTIONS SHALL BE DRILL AND TAP WITH BURNDY TYPE KG22 TO THE P05T WITH A #2 AWG BARE SOLID TINNED COPPER WIRE - E. GATES F. GATES SHALL BE BONDED TO GATE POSTS WITH A 18" BRAIDED STRAP TYPE 6018692. THE GONNEGTION5 SHALL BE BURNDY 2 HOLE LU65 (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 AW& BARE SOLID TINNED COPPER WIRE SHALL BE BURNDY GONNEGTED TO ONE SUPPORT LEG OF THE FUEL TANK AND GAD WELD TO THE NEAREST EXTERIOR GROUND RING GROUND ROD_ 2_l EQUIPMENT ROOM GROUNDING THE MASTER GROUND BAR(M65) SHALL SERVE AS THE COLLECTION POINT FOR THE BTS AS WELL A5 ALL INTERIOR NON -ELECTRICAL GROUNDED METAL MATERIALS. GABLE TRAYS, ALARM JUNCTION BOX, ETC., SHALL BE GROUNDED WITH #6 AHO STRANDED (GREEN) GROUND WIRE5 WITH INDIVIDUAL RUNS BACK TO THE MOB. 2.5 NOT USED 2.9 SERVICE GROUNDING CONNECTIONS: THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVIGE SHALL BE GROUNDED IN ACCORDANCE WITH THE NEG_ 2.10 COAX BRIDGE/ GABLE TRAY &ROUNDING: BOND THE COAX BRIDGE OR GABLE TRAY TO THE AGB WITH #2 STRANDED INSULATED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE LIG BOLTED/ SGREWED MECHANICAL CONNECTIONS WITH STAR LOCK WASHERS AND GONDUGTIVE LUBRICANT. ALL BRIDGE 5PLIGE5 SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN HIRE - 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 AGB (5), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. AGB(5) MAY BE HOME RUN BACK TO THE MOB WHERE NO BUILDING STEEL IS AVAILABLE. 2.12 LIMITS OF BEND RADIUS: IT 15 IMPORTANT THAT THE GROUNDING GONDUGTOR CONNECTION THE IN51DE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A 3' RADIUS PREFERRED NO SHARP BENDS SHALL BE ALLOWED. 2.13 BONDING PREPARATION d FINISH ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER GAD WELD OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL 5URFAGE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INGLUDIN6 COPPER BU55 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 GOLD GALVANIZATION AND WHEN APPLICABLE, FINISH PAINTED WITH AN APPROPRIATE COLOR AS REQUIRED. MECHANICAL TYPE BONDS ON ALL 5URFAGE5, OTHER THAN BLI55 BAR5, SHALL BE FIN15HED WITH THE APPLICATION OF GOLD 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 TRENGH. 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 RESISTANCE TO GROUND SHALL BE MEASURED USING THE FALL OF POTENTIAL METHOD. 2.15 HIGH RISE BUILDING: A. HIGH RI5E BUILDINGS PRESENT A UNIQUE PROBLEM IN GRONDIN&. A FACILITY INVESTIGATION SHOULD BE MADE INTO THE STRUCTURE OF THE BUILDING_ AND AS TO THE POSSIBLE PRESENCE OF AN EXISTING LIGHTENING PROTECTION SYSTEM. IF ONE IS IN PLACE. IT WILL BE NEGE55ARY TO, GONNEGT 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 IS 13UILT OF 5TRUGTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE ANTENNAS TO THE BUILDING SITE. IT 15 PREFERABLE TO GROUND THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION. BY USE OF SEPARATE DOWN LEADS OF 250 MGM. GOMING FROM GROUND BU55 BAR5 TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LE55 THAN FOUR GROUND R005. WHERE PRACTICAL. THE BUILDING STEEL SHOULD BE BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE GROUND ROD FIELD. G. STRUCTURAL CONCRETE BUILDIN65 ARE MORE DIFFICULT TO GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO A SEPARATE BU55 BAR AND DOWN LEG WHERE THE COAXIAL GABLES ENTER THE BUILDING. THE DOWN LEA05 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. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. 1847) 895-3540 fax. 1847) 895-9985 T m mMobilew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 PTE o ARBA SAS REGISTERED PROFESSIONAL ENGINEER .� Q 10966 DATE: 72/31/02 GENERAL NOTES DATE: 0-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET N=2 DIVISION 2- 51TE NORK AND DRAINAGE 02000 EARTH WORK, EXCAVATION AND GRADING PART I GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.2 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, EASILY MAINTAINED, EVEN 5URFAGE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.4 QUALITY ASSURANCE A- VEGETATION LANDSCAPING IF INCLUDED HITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 15 5EQUEN61NO 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 5UB-BASE MATERIAL. G. CON5TRUGT TEMPORARY CONSTRUCTION ZONE ALONG AGCE55 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 I. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRA55 SEED AND FERTILIZER, IF REQUIRED. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. L -I WARRANTY A. LANDSCAPING, IF INCLUDED HITHIN THE SCOPE OF THE GONTRAGT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 PRODUCTS 2.1 MATERIALS A. ROAD AND 51TE MATERIALS: FILL MATERIAL-AGGEPTABLE SELECT FILL SHALL BE IN ACCORDANCE HITH 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 GLASS G GEOTEXTILES. CLEANLINESS, H05E DONN THE EXTERIOR OF THE STRUCTURE. 2.2 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEP5 FOOT, VIBRATORY OR RUBBER TIED ROLLERS HEIGHING AT LEAST FIVE TONS. HATER TREATMENT MAY BE REQUIRED TO OBTAIN GOMPAGTION. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER HAND HELD TAMPERS. PART 3 EXECUTION 3.1 PREPARATION A. CLEAR TREES; BUSH AND DEBRIS FROM 51TE AREA AND ACCESS ROAD RIGHT -OF -NAY AS REQUIRED. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC, MATERIAL TO A MINIMUM OF 51X INCHES BELON ORIGINAL GROUND LEVEL. G. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND' DEBRIS FROM PROPERTY TO AN AUTHORIZED LANDFILL. i D. HHERE UNSTABLE 501L CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. . `3.2 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 SOIL RESULTING FROM EXCAVATING THE FOUNDATIONS (PROVIDE EVEN DISTRIBUTION). THE ELEVATIONS ARE TO BE CALCULATED FROM THE RESULTING GRADE. B. CLEAR EXGE55 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 DEPRESSIONS WHERE WATER MAY POND. D. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING, AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF 5URFAGE COURSE. ALL ROADS ARE ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCIN6 AT THE POINT OF INTERSECTION HITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLESS OTHERWISE NOTED, E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC, MATTER AND SMOOTH THE SURFACE BEFORE PLAGING 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 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 HILL DITCHES, SHALES OR CULVERTS BE PLACED 50 THEY DIRECT HATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJAGENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THI5 GUIDANCE ADVISE THE ONNER IMMEDIATELY, IN WRITING. J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, HHIGH HILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. K. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. L. IT 15 THE CONTRACTOR'S RE5PON5IBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY HATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REHORK BARE AREAS UNTIL COMPLETE COVERAGE 15 OBTAINED. 33 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 9555 MAXIMUM DENSITY IN ACCORDANCE HITH A5TM 0-155-7 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 SIX 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 HILL BE WRAPPED, TIED WITH HOSE 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 HA5HOUT5 AND SOIL EROSION. 02550 FENCE (IF REQUIRED). DIVISION 13 SPECIAL CONSTRUCTION 13100 TOWER d ANTENNA INSTALLATION PARTI-GENERAL 1.1 WORK INCLUDED A, IF REQUIRED, ERECT FURNISHED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION GROUNDING SHALL INCLUDE BA5E(5) AND ANCHORS_ G. IF REQUIRED, INSTALL THREE(3) SIDE ARMS, CONSISTING OF THREE (3) 6'-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 DRAWING _ F. INSTALL FURNISHED GALVANIZED STEEL WAVE GUIDE LADDER. 6, INSTALL HAVE GUIDE BRIDGED AS INDICATED ON DRAWING. H. SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. 1. EACH INSTALL GROUNDING STRAP KIT5 WITH LONG BARREL COMPRESSION LUG5(SIM. TO ANDREW-223-70TB0 OR APPROVED EQUAL) AT TONER 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. 2.2 RELATED WORK A. FURNISH Ul_ LISTED EQUIPMENT WHERE SUCH LABEL 15 AVAILABLE, INSTALL IN CONFORMANCE HITH 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 TOWERS AND ANTENNA SUPPORTING 5TRUGTURE5. 2. FAA -FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AG -70!1460-IH OBSTRUCTION MARKING AND LIGHTING_ 3. FCC -FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 115, OBSTRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM -715A, HIGH INTEN51TY OBSTRUCTION L16HTING SPECIFICATIONS FOR ANTENNA STRUCTURES_ 4. AISC-AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING A5TM A525 OR A490 BOLTS_ 5_ IN ALL GASES, PART -7-7 OR THE FAA RULES AND PARTS I-7 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS SPECIFICATIONS. U J I W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 4847) 895-3840 fax. 1847) B95-9985 T • •Mobile• 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 10 -OI -02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 nAR�"SAS DATE: 12/31/02 GENERAL NOTES Lu n 0 DATE: 0-01-02 z SCALE: A5 NOTED o DRAWN: CDG U W -T # T02395 m o SHEET 0 N=3 c� (L K )- O V y Fmoa / WA Y0 o �W� 1 � rµ W'7Pofa 'a Ire' line -free 00 GRAPHIC SCALE \ n n m me . ( IN FEET ) NOTES CONCERNING SURVEY' 1 tach - 50 ft. 1: This survey is barred on TITLE COMMITMENT PRDVSDED BT: 11-1, ALetowt k Clwanty C..pony 100 Center SVwt (P.O. Bev 2500) Little Rode Arkansas 72203 DATED January 4, 2001 kr a ai'CC 2Cdalur"9ft"ehrdr is d 1NW w p4ra w mr:as 50 live D txmtd and tni and vet r - the ml.L-. requkrnant r plus a EDN- 20 fed �wiooL TAI. Infarrnatio..as wlob'1d:ed and d.lMmkQ by GPS an 00/$9/2002 3: This arvey don not pnNde any d.trmhhatlon cannm::y eeaehd., fault Knee, tad. at. or any othr -vk- rrld beu... Sud, mattere should be dlr cl-d to an expert con.uNmE LThen may be oddltbnd burled w underground utilities h the area whkh the surveyor I. un -rare of and no liability for ch 1. azzumd herein. 5. THE DOCUMENTS SUPPORTING EASEMENTS IN SCHEDULE B WAS PRONDED. _ SITE PLAN LEGAL DESCRIPTION PARENT TRACT SCALE: 1" = 50' Port of the SE1/4 of the SEI/4 and part of the SWI/4 of the SV/4 a SK11an 16, Toxaehip 1 North, Range 13 West. more particularly dcevlbad ae fdlowc Commence t the Souther -t comer of the sold SEI/4 of the, SE'/4 areal ran thenar South 6874' Earl 36.9 feet dung tine oounaory between S -U-. l6 and 21 of Iia. aforesaid toer h and range to 6he Pont of BeghnIng: thence contkw. deng the eome ng 164.1 fust thence North 04'45' Eat 430 feet thence North 8614West 200 feet; ThenceSouth 5940'29' Weet 192 feet. mon of laze, to the East right of Way of 1-430: then -South 3019'31' Eat 326 feet dmg eHd highway right of "Y. 10 the pout of beginning, containing 2.52 ar+e4, mors w less, w recdd in Book 1234, Page 367 LEASE 517E IT •T aroba. _ ISO sq. Ft `J �te�r }� _ : 0.004 Aeras $ t 1 p 3 LS I LINE BEARING QI Awe Ll N 04'49 35 E 11.67 L2 N 04.4935 E 15-00 Nw • F 7R +`7 d Graw; ie � - 1146 \ S 04.4034 W 15.00 - • TB41 NE EXi577NG LEASE w7E " I - - L7 10.630607 S Ares 4c2as.54erd0a0d2 tan32s3s7979' t1 a„e Rod - 17.44 Elev- 465.83' +J fjtyyr• ,-'.�� ' ! I �: . C: q Rad , .r• +, • '- GRAPHIC SCALE \ n n m me . ( IN FEET ) NOTES CONCERNING SURVEY' 1 tach - 50 ft. 1: This survey is barred on TITLE COMMITMENT PRDVSDED BT: 11-1, ALetowt k Clwanty C..pony 100 Center SVwt (P.O. Bev 2500) Little Rode Arkansas 72203 DATED January 4, 2001 kr a ai'CC 2Cdalur"9ft"ehrdr is d 1NW w p4ra w mr:as 50 live D txmtd and tni and vet r - the ml.L-. requkrnant r plus a EDN- 20 fed �wiooL TAI. Infarrnatio..as wlob'1d:ed and d.lMmkQ by GPS an 00/$9/2002 3: This arvey don not pnNde any d.trmhhatlon cannm::y eeaehd., fault Knee, tad. at. or any othr -vk- rrld beu... Sud, mattere should be dlr cl-d to an expert con.uNmE LThen may be oddltbnd burled w underground utilities h the area whkh the surveyor I. un -rare of and no liability for ch 1. azzumd herein. 5. THE DOCUMENTS SUPPORTING EASEMENTS IN SCHEDULE B WAS PRONDED. _ SITE PLAN LEGAL DESCRIPTION PARENT TRACT SCALE: 1" = 50' Port of the SE1/4 of the SEI/4 and part of the SWI/4 of the SV/4 a SK11an 16, Toxaehip 1 North, Range 13 West. more particularly dcevlbad ae fdlowc Commence t the Souther -t comer of the sold SEI/4 of the, SE'/4 areal ran thenar South 6874' Earl 36.9 feet dung tine oounaory between S -U-. l6 and 21 of Iia. aforesaid toer h and range to 6he Pont of BeghnIng: thence contkw. deng the eome ng 164.1 fust thence North 04'45' Eat 430 feet thence North 8614West 200 feet; ThenceSouth 5940'29' Weet 192 feet. mon of laze, to the East right of Way of 1-430: then -South 3019'31' Eat 326 feet dmg eHd highway right of "Y. 10 the pout of beginning, containing 2.52 ar+e4, mors w less, w recdd in Book 1234, Page 367 LEASE 517E IT •T aroba. _ ISO sq. Ft `J �te�r }� _ : 0.004 Aeras $ t 1 p 3 LS I LINE BEARING QI Awe Ll N 04'49 35 E 11.67 L2 N 04.4935 E 15-00 L3 S &Y 12'44' E 1146 L4 S 04.4034 W 15.00 L5 N W I f2r W 1140' L6 S 891244 E 1.75 L7 H 04'4935 E 27.2 L6 57790 01 E 17.44 LEGAL DESCRIPTION EXISTING LEASE SITE DESCRIPTION Part *f the 6E1/4 SE7/4 end part are the SM/4 sel/4 .1 S --U- le. Tpw,d,ip 1 Hrih, Ran? 13 We.L F1Aodd Camtn Arkan sow 6s1ry men perllalerty de.vbW a Fdrows r-rn cFg at the Swine -t aaror of eald 5[1/4 SE7/4 sial run thence S 8614 F 35.9 feet dory Me bohwndory bet.- Si.n. 1a and 21 or the akt-I'd Tomeh>p vtd RonSNC mwxa canthus along the ""a !rowing 164.1 feat; Thence N G4'45' E. 430 feet h whk point is the Need -ret hems vI the tract of lard dexrlbd 1" Bank 1234, Page 397 of me Record. of Deed a.d Nangogw of PWaeld Camty. Arkonwx: run thenceS 09'2745' W along o fen- and Bal East Fine of sold tract 1123.43 feet to a hR rebus and the Point of tleglrholn� thence antiwar S 087r45' Walong cold Eat line 40.00 feet to a p5 ..b., than - N 6S3x1S' W 40.00 Feet to a /5 r&-. then- N OBTY45' E 40.00 feet to a j5 f.b. then- S 93-Jf15' E 4400 feet to the Point of 8eghnY,g. E70STING ACCESS AND UTILITY EASEMENT DESCRIPTION Being a pert *f the Noriheaet Quortr of the Nwiheo-t Quarter SwUona 21, d the Seuthacat Quart. of the saaueat Gewlw of S --U- 16, aril 1, Township 1 Nxlh. Range 13 Ween PWoekl County, AlSconos being 10 feat an each skis of o "'t-din. d.wae.d err fdlo,rc ._=being o found 2 Inch pb• *t th. Nariheat aemr of sold S.ellen 21; Thmc. S 02Ti'W W fou a aistano. of Sta-" fart dmg the East IFns of Secti., 21 to a farad 1 Inch Mw m the Nwthedy right aI - lir. of caand Glenn Roo; Thenar N 81'7'21' W fou a distance of 29.98 feet along sold Northerly Right of Way line to a sat P.IC nail for the Point of Beginning of Bald 20 foot eaawnent flh ce N 022r1ir E for a d1Hwa of 484.12 feet to o set f/; lneh reban x anP: Thedoe olwq .our a la the WR har7n9 a roar:. of 300.00 tout an aro length of 17x14 Feet being subtended by o d,ard of N 1331'x' W ear a dit-- of t67.87 feetto a vet 1/2- r.b- h cop; Then- al -9 a ourve to the left tlw*Pg o radlie of 10&00 feet and an arc length of 100.}4 feet, being subtended by a shard of N '56'42'21' W fou man a et- Of 9&77 feet to a set 1/2' febw a cap; Thence N 83'2019' W far o dletonce of 5437 feel to o set t/r rebor a -P: Thence dmg a curve to the right ho wq a nide,@ of sp0.00 -feet and an arc Mng81 of 99.91 feet being eubtmdd by e deed of N 54'4rW7 W far a dlalaow of 95.87 feet to a eet 1/r rebs 11ena N 54'4ZW W fou a disloom of 95,81 feet t- o eet 1/2' -b Deena N 26 -WW W far a data N of 290.54 feet ko o net 1/2' rrtw k cop; Thence okra a cum to the left N rAng a redia 0 204.18 feet oral o as Imlgth of 304.94 fnL being w+bleval" by a rhlern$ er H 6632'40' W for a da4w,*s of 277.38 feet to a wet 1/Y r.bw e: nap; Thence S f1S1D'15' W for a dolmas of 16249 het to . et 1,*' naw d: am; Thence d-9 o varve to the left ha,4ag v hada. t 29448 feet and an - length of 9266 feet to a ret 1/2' rohm h ora; Thence 5 SO X27' W for a dbto,- of 8286 fest to 0 1/2 In h rebus h aid; Th woe s 51'44.3Y W for a Adonw of 9235 tet to a set 1/2 k,ch r.bar t cape Then- almg a arses to tw right hwA g a rOdL. of 50.7tl feet and an are I.ngtlr of 61.8] feet Wing ahbtnrled by a chard of S 6S2Y1s' IN far o d6lanae of 61.57 fen to a net 1 2 "hdn rebus k cap bele9 m the £*tem BaNh67 Dee. of Care M* Rock 12:K PAGEatter 17FWFtV d.eaibed in Vbnanty 0.0 recorded In Book LEASE S17E CORNER ELEVA77ONS SW CORNER ELEVA710N= 463.40' NW CORNER ELEVA770N= 465.40' NE CORNER ELEVA770N= 462.25' SE CORNER ELEVA770N= 462.41' LEGAL DESCRIPTION PROPOSED LEASE SITE DESCRIPTION A troet of land lying In and being a part of the p-lio dy donwind 40' X 40' Isar area, altuatd In the Seuthwet Quwtr (SE/4) of Che Southeast quartz (SE/4) of Section Skit (16j Torrehlp One (1) North. Range ThYlean [13 WnL PulasId Canty. Aemaave, being mon pwtkularly daecrbed m ""'- Cann -Ing at a 1/r Iran rod found for Bine Southweet comer of veld 40'1- area Tremae 4'.4 N 09'35" E dong an the Weet line of Bald 40'x40' lease area a dfetanae of 11.61 feet to a 1/2' Tran rod net for the Sculhwaet comer of a proposed I- vete *ad the Point of 649he11g; Then- eonDwing H 04'49'35' E on the West rine at veld 40' x 47 Isms area a deta*roa of 15.00 feet to a 1/2' Iran rid oat for the Kwtt, se met:. Then- S 651744' E a dl.tan- of 12.00 fedt to a 1/r Van cerod net for the Northeat comer•, Thence S 04'49'34' W. o distance of 15.00 feet to a 1/r Iran rod at for the SouUnwt name. Thon,00 N 6512*27' W. a ditm- of 1200 feet to the Paint of Ei gkmhg, containing 180 .quare feet or M004 oars., mon or lose. ACCESS NOTE- 1 OTET Mobile has common a to the propaoed lease At. through the edet5 9 aace.e On subject properly Ha C9lam. Glen Rand, PROPOSED U7IUTY ROUTE A pnpoeW 15 foot wide utllly fouta crowing a pout at the Saurhaoet Ouwhr ($E/4) of the Soaliieas! Quarter (sE/4) or $mUen SbReen (16), Townehlp One (1) North rkanRange ThIrte.n [13] Wee, PulaeW Caen ly, Asan being 1.75 has m eoah sial. o[ die kNowing d.wlbad centerline: CanmrnrJnq at o 1/;r' ion rod set for the Nash -A oarner of the chew dssw6.d ire. hone -Mc Then- S &572'44' E M the Hath Ihs of geld proposed I�. eine, o aletmee of 1.75 f -1 to the Point of 9"Inn1ng; There N 0449'35' I» o dEstonee of 27-27 feet to a pent: Thence deng 20' S 7701' E. a distance of 11.94 fat to an ending point at an existing utility rack uzsr X23 2 6 Z U � a, a m o en CD p MAGNETIC DECLINA770M Magnetic Declination Information Provided By 771e National Geaphysica! Oata Confer Boulder, Colorado On 9129%2002. Model. IGRF2000 ENLARGED SITE PLAN SCALE: 1" = 10' PROJECT INFORMATION SITE NUMBER: AR01016 A SITE NAME, COLONEL GLENN SITE ADDRESS: 10720 Colonel Glenn Road Little Rock, Arkansas 72204 OWNERS NAME LITTLE ROCK MUNICIPAL WATER WORKS TOWER CENTROID LATITUDE: 34'42'54.002" LONGITUDE-- 9Z23'57.879" GROUND ELEVATION: 465.85' 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 NAD83 - ARKANSAS SOUTH ZONE NOTES: LATITUDE AND LONGITUDE SHOWN HEREDN ARE B4SED ON iWM AND ELEVATIONS NAW 1969. MAGNETIC DECLINATION INFORMATION PROVIDED BY THE NATIOWL GEOPHYSICAL DATA CENTER, BOULDER COLORADO. LATTNDE AND LONGITUDE FROM CPS OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY, 1983 NORTH ANEItCAH DATUM. CONVERGENCE ANGLE -00'13' 24206' 11T I.YL"IC PLOTTING ONLY, THIS PRDPFR7Y 6 WITHIN ZONE'. AREAS OVFSXE 04' A 100 YR OR 500 YR. FLOOD RAIN AS SHOWN BY FIRM MAP ppYWN1Y1'-AMIEL NUMBER 050180 0094 F. DATED OCTOBER 19, 2001. NO SURVETlN6 WAS DONE TO DErEIRMINE THIS FLOOD ZONE TB1k 1/2' IRON ROD HE CORNER EXISTING LEASE . ELEV. 46324' AMSL (NAYD TCW OF LIGHTNING ROD El"A 77CN - 62l: TOW OF ANTENNA 1 ELEVA770M - 618' TOW OF 7191110R ELEVA17ON - 615' ' BOT.OF"AN7EIVNA 1 ELEVA 7704 - 613' TOP OF ANTENNA 2 ELEYA770H - 606' BOT. OF ANISMA 2 ELEVA770N - 601' TCW OF PORT ELEVA77LW - 475' TCP OF PORT EEEVA - 473' TCP OF 645E ELEVA770V - 466' _ N47URAL GROUND ELEVATION - 465' LEGEND o POWER POLE E- GUY ANCHOR o TELEPHONE RISER D4 WATER VALVIR FIRE HYDRANT TOWER CENTROID X LIGHT POLE IRS IRON ROD SEI TBM BENCH MARK 7"" -PW BUILDING LINES - - - ACCESS EASEMENT - - - UTILITY EASEMENT -------AZIMUTH UNE FENCE UNE -aR1FF- POWER UNE --•- LEASE AREA ----SETBACK UNE VICINITY MAP TOWER DEfAM w COLONEL GLENN ROAD SURVEYOR'S CERTIFICATE} I. HARVEY D. PEIIRSON. A LICENSED LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS MAP REPRESENTS THE RESULTS OF A PARTIAL SURVEY MADE UNDER MY DIRECT SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY OF THE UNDERLYING PARCEL THE LEGAL DESCRIPTION SHOWN HEREON WAS OBTAINED FROM THE DEEDS RECORDED WITH THE PER11NENT COUNTY/CITY ENTTIY. THIS MAP DOTS NOT REPRESENT A TITLE SEARCH. ADDITIONAL EASEMENTS AND/OR RIGHT-OF-WAYS MAY EXIST. THIS DRAWING IS THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS A+':FI DUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED HEREIN IS E WRITTEN PERMISSION OF THE OWNER. STAIE OF A"MoweWW4 � d a rarct.c HARVEY D. PETERSON R.P.LS #759 t",P FtiTiLsan 4 s`nNAL LA7td yJ DRAWING NUMBER: 3012.0006 tl� d "ll If� -.4z o O K O Z W N W a " Y �wUo c�.3 0 z o NJ w Z 0 G 50 J E H vrkr0 •F-4 ■ ■ E■ ¢Egi$TERE-0 TUX or J01 7 T50 xa eo ro enc a � v mss et a J4 ,pry'it LAK" DRAWN BY: F.C. G/Er:1® leT: H.D.P. DATE 09/29/2002 1%M 5CALE 50' MAlfle6 rWLE COLONEL GLENN C-1 NOTES: I. THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 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. 240'AZ. (VERIFY IN FIELD) EXISTING UTILITY POLE TO BE UTILIZED �X-X-X-X EXISTING 8' HIGH CHAIN LINK FENGE EXISTING (2) 10'-0" GATES X EXISTING AGGESS I OVERALL SITE PLAN ____o SCALE: I"=30' -O" oe X X X X -NEW T -MOBILE f 24" WIDE X GABLE BRIDGE A 120'AZ. (VERIFY IN FIELD) NEW T -MOBILE 12'X15' LEA5E AREA NEW T -MOBILE 10'x15' GONGRETE PAD NEW T -MOBILE PPG AND TELCO RACK GENERAL NOTES I. EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET LOCAL BUILDING CODES, AND AN5VEIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DESIGN WIND SPEED 15 90 MPH. 2. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 3. EXISTING VEGETATION WILL BE REMOVED INSIDE LEASED AREA AND AC -GESS DRIVE_ 4. ALL 5TRUGTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AI56 SPECIFICATION (LATEST EDITION). 5. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH AGI 318 AND AGI 301. C7. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). 1. THERE WILL BE NO OUTDOOR LIGHTING WITH THE EXCEPTION OF EMERGENCY CONDITIONS. 8. FACILITY HAS NO PLUMBING- 9- FACILITY WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER. 10. ANTENNA PLATFORM AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. II. CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL O-S.HA. SAFETY GUIDELINES WHILE PERFORMING SERVICE FOR T -MOBILE. 12. WHERE A TOWER DOE5 NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS EMPLOYEES. 13. CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO COMMENCING ALL WORK ACTIVITIES AT A T -MOBILE_ LEASED OR OWNED SITE. OWNER SHOULD BE IMMEDIATELY NOTIFIED OF SAFETY HAZARD(5) FOUND DURING THE INSPECTION THAT COULD CAUSE BODILY HARM OR ENDANGERMENT TO LIFE OR THAT COULD GAUSE DAMAGE TO PROPERTY. ALL WORK SHALL BE HALTED UNTIL SUCH TIME THE REPORTED SAFETY HAZARD CORREGTED- THE 5AFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER THE CONTRACTOR HAS NOTIFIED OWNER OF THE HAZARD AND HAS RECEIVED APPROVAL FROM OWNER TO PERFORM THE CORRECTION. INITIALS PROPERTY OWNER/RSP. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 ph. (847) 895-3640 f.z. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 10-01-02 FOR CLIENT REVIEW I AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK. ARKANSAS 72204 pJ E O ARS SAS REGISTERED PROFESSIONAL ENGINEER 10966 .aQ; Y 6 Z SITE PLAN 0 LD DATE: 10-01-02 Q Z SCALE: A5 NOTED o DRAWN: CDG U W -T #. T02395 m c SHEET C-2 FXIr,TIN/' WATER NEW 5' UTIL EASEMENT - NEI -4 T-MOE UNDEROR01 TELCO GOh '(VERIFY FY IN IN FIELD) I i I EXISTING EQUIPMENT I Ex15TING TELCO BOX TO BE UTILIZED I EXISTING 150' MONOPOLE WITH NEW 5' EXTENSION I I � ' - 240'AZ_ (VERIFY IN FIELD) N NEW T -MOBILE I 12'X15' LEASE AREA NEW T -MOBILE BT5 MOUNTED ON 10' X 15' CONCRETE PAD / NEW 5' UTILITY EASEMENT / 1-2" POHER RUN 2" GONDUIT TO EXISTING UTILITY POLE, / ! / NEW T -MOBILE C� UNDERGROUND / ELEGTRIG CONDUIT / TO EXISTING UTILITY POLE 120'AZ_ (VERIFY IN F NEW T -MOBILE LMU ANTENNA 15'-O" H EXISTING CARRIER NEW T -MOBIL ANTENNA ARRAY WITH 155' RAD GENTER NEW T -MOBILE 24" WIDE GABLE BRIDGE 25'=1 „ NEN! T -MOBILE PPG AND TELCO RACK ENLARGED SITE PL" NORrH 5r -ALE: 1/8"=I' -O' i X EXISTING EQUIPMENT EXISTING 5' HIGH GHAIN LINK FENCE v ffm W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 1847) 895-3840 fax. (847) 895-9985 T v !Mobile: 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 1 FOR CONSTRUCTION 1 10-01-02 1 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n � DATE: 1 12/31/02 ENLARGED SITE PLAN DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 o SHEET c_3 0 U NOTE: THESE DRAHING5 HAVE BEEN PREPARED TO DEPICT PROPOSED OVERALL TOWER HEIGHT DIMENSION AND SHALL NOT BE USED FOR CONSTRUCTION. NOTE: NO MODIFICATIONS OR TONER ADDITIONS SHALL BE MADE WITHOUT APPROVED STRUCTURAL ANALYSIS PREPARED BY OTHER. I O P W _ w W O Z N X W J J Lu 0 k STEP I: ASSEMBLE ANTENNA TO L -BRACKET IF NOT ASSEMBLED. STEP 2: ASSEMBLE TO SADDLE BRACKET USING LOGKWASHER AND BOLT STEP 3: ATTACH TO POLE WITH PROPER BAND CLAMPPGINOF-0190B-002 ANTENNA NEH T -MOBILE PANEL ANTENNAS. EMS #RR65-19-00 NEH T -MOBILE 5' MONOPOLE EXTENSION EX15TING CARRIER ANTENNA ARRAY ANTE NCARRIER ANTENNA ARRAY O i _-NEN (2) LMU ANTENNAS 15'-0" BELOW EX15T1NG ANTENNA ARRAY PIPE CAPVANIZED L-BRAGKET 602168 , 6963-156 �- SADDLE BRACKET HEX BOLT Eil 45260 MONOPOLE ;KHASHE<R� AND B 1 - ( ) i AND CLAMP � TYPICAL NEW 12"x 2 3/8" �RING MOUNT O.D.6ALVANIZED MOUNTING PIPE WITH GAP (2)-- 1/4" U -BOLTS (2) NEH n2 A GROUND WIREADNELP TO MOUNTING PIPE NEH MECHANICAL . CONNECTION TO U -BOLT NEH C -TAB CONNECTION PART11 AND CLAMP POLE DIAMETER NG 11809-1'1 26.9�mm (1.06") TO 50.80mm (2.00') 11809-18 52.3-7mm (2.06') TO -76.20mm 0DC"} 11809-19 l-I.'7-Imm (3.067 TO 101.60mm SEE ANDREWS DETAIL it b39O-j0 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 HIND SPEED IS 90 MPH. NEW COAX GABLE RUN UP INTERIOR OF TONER TING 150' MONOPOLE EXISTING PORT HOLE TO BE UTILIZED NEW T -MOBILE OVERHEAD ICE BRIDGE SEE G-5 NEH GP5 ANTENNA 10' ABOVE GRADE NEW T -MOBILE EQUIPMENT CABINETS ON CONCRETE PAD 5EE G-5 GRADE NOTE: ALL AZIMUTHS HILL BE MAGNETIC NORTH. Al IVER5ITY MAIN NOTE: MONOPOLE AND PLATFORM ARE DESIGNED BY OTHERS. SEE 51TE PLAN FOR ANTENNA AZIMUTHS. NOTE: TOTAL OF 12 ANTENNAS 24 COAX RUNS -2 PER SECTOR A2 MAIN ' BI DIVERSITY GALVANIZED LOW PROFILE PLATFORM TING 154'-0" MONOPOLE ANTENNA (SEE SCHEDULE ON I/C-4'j VERIFY DOHNTILT WITH RF ENGINEER. UNLE55 OTHERHISE DIRECTED SET � INITIALLY TO O" 11 FDOHNTILTE3RAG<ET r.� 2 1/2"m PIPE :a GALV. 54" LG. NEH LNA SEE NOTE I ANTENNA MOUNTING BRACKET NOTE: I. SECURE GABLES TO GRATING HITH 1/2" BUTTERFLY CLAMPS 2. PROVIDE KELLOM5 GRIP AROUND GABLES AND FASTEN TO EXISTING J -HOOKS INSIDE MONOPOLE TING CABLE ENTRY AS PER VENDOR DRAWINGS EXISTING 154'-0" MONOPOLE u J J O K U ELEVATION o & DETAILS cl DATE: 10-01-02 Q z SCALE: A5 NOTED 2 C, DRAWN: CDG U W -T # T02395 Y m o SHEET 0 1T►'� W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. (847) 895-3540 fox. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION I 10-0 1-02 FOR CLIENT REVIEW AR1016.A I SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AR"SAS REGISTERED PROFESSIONAL ENGINEER �. 10966 aF: ELEVATION SECTION SCALE: I"=20' -O" SCALE: NONE O U C011114 EXISTING ANTENNA MOUNTING PLATFORM WITH HANDRAILS GI 5R5] B2 NEN T -MOBILE PANEL MAIN ANTENNA EMS #RR65-I9-02DP (TYP. OF 4 PER 5EGTOR) NOTE: ALL ANTENNAS TO BE LAID OUT ACCORDING TO MAGNETIC NORTH ANTENNA PLAN 2 0 SCALE: NONE ANTENNA (SEE SCHEDULE ON I/C-4'j VERIFY DOHNTILT WITH RF ENGINEER. UNLE55 OTHERHISE DIRECTED SET � INITIALLY TO O" 11 FDOHNTILTE3RAG<ET r.� 2 1/2"m PIPE :a GALV. 54" LG. NEH LNA SEE NOTE I ANTENNA MOUNTING BRACKET NOTE: I. SECURE GABLES TO GRATING HITH 1/2" BUTTERFLY CLAMPS 2. PROVIDE KELLOM5 GRIP AROUND GABLES AND FASTEN TO EXISTING J -HOOKS INSIDE MONOPOLE TING CABLE ENTRY AS PER VENDOR DRAWINGS EXISTING 154'-0" MONOPOLE u J J O K U ELEVATION o & DETAILS cl DATE: 10-01-02 Q z SCALE: A5 NOTED 2 C, DRAWN: CDG U W -T # T02395 Y m o SHEET 0 1T►'� W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. (847) 895-3540 fox. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION I 10-0 1-02 FOR CLIENT REVIEW AR1016.A I SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AR"SAS REGISTERED PROFESSIONAL ENGINEER �. 10966 aF: ELEVATION SECTION SCALE: I"=20' -O" SCALE: NONE O U C011114 GENERAL NOTES FOR INSTALLATION O!s ABLE BRIDGE: 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 SUGH AS LAGS, SHIELDS AND LEAD TAP ANGHORS ARE TO BE SUPPLIED BY THE CONTRAGTOR. 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 k4ATER. 6. 1/2" THREADED ROD ATTACH TO THE CONCRETE PAD BY 56REWING INTO A LEAD TAP ANCHOR PROVIDED BY THE GONTRAGTOR. 1. STABILIZER ANGLES ATTAGHE5 TO GONGRETE PAD BY 2" X 2" ANGLE GLIP5 ANGHORED WITH 515" LAG BOLTS AND SHIELDS. b. BUS 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 GONGRETE_ 45° TRANSITION AGAIN TO HORIZONTAL. RUN THE GROUND LEADS OFF THE END OF THE PAD IN THE SAME DIRECTION ATTACHING EVERY 4' TO ANGHORED 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 RUNS HILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATGHING THE MATERIALS OF THE EXISTING BRIDGE. 10. IF THE GABLE BRIDGE IS TO BE MOUNTED TO A PLATFORM THEN THE APPROPIATE SQUARE HASHERS, 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 GU5HIN ASSEMBLY SUPPLIED BY CONTRACTOR AGGORDING TO MANUFACTURERS' DIREGTION5. STEEL PIPE. THE PIPE MUST BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE GUT TO THE REQUIRED LENGTH (MIN. OF I8" ) U51NO A HAND OR ROTARY PIPE GUTTER TO ASSURE A SMOOTH PERPENDICULAR GUT_ THE GUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNAS MOUNT 2.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USING U-BOLT5. THE SUPPORT PIPE FOR THE GPS SHALL BE MOUNTED U51NO OVERSIZED U -BOLTS TO ALLOW ADJUSTMENT. IT 15 GRITIGAL THAT THE GP5 ANTENNA 15 MOUNTED WITHIN 2" OF VERTICAL AND THE BASE OF THE ANTENNA 15 WITHIN 2" LEVEL. 3.IN5TALL GP5 ANTENNA AS SPECIFIED ON SITE PLAN. IF INSTALLING ON ICE/ GABLE BRIDGE ENSURE THAT GP5 15 A MINIMUM OF 10' ABOVE GRADE, ON THE FURTHEST P05T FROM THE TOWER TO ATAIN MAXIMUM COVERAGE. 4.CONTRAGTOR SHALL ENSURE THE 6P5 ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEMISPHERE / HORIZON GPS ANTENNA__) 4 SCALE: t%YE (G I ESD LID JUMPER NEW ANDREW WAVE GUIDE BRIDGE KIT HNEL 16S0F�E502ASRGUCANIBEG .) 5�ce v� irr5• - O) z ~--OP5 ANTENNA TRAPEZE KIT 1-1/4 " 5GHED 40 X 18" PIPE GAP LNG MIN. 55 OR GALV.PIPE O CABLE TO PIPE OND - � KIT,BURNDY TYPE GAR COAXB ABLE W/ NAP M #2 AWG BGW IN GAE HANGERS IP WEATHERPROOPiNG KIT, HELPED PIPE TO PIPE # 2 AWG, GADHELD TO ANDREH #221213,,OpR CLAMP 'MTS' #BB -510 ICE BRIDGE PIPE SUPPORT EaUAL,VERIFY HITH OR EQUAL FOUNDATION SEE THIS SHEET EI PROJECT MANAGER ANTENNA MOUNT PIPE I 1/2 "m COAX GABLE SEE SITE PLAN (OR EQUAL) MIN. BENDING RADIUS PER MFG -5 SPECIFICATIONS GABLE TO PIPE 06 5ROUNDIN6 KIT GROUND KIT, BURNOY GABLE (PROVIDED W/ KIT) TYPE GROUND a2 AWG BGva TO TONER GROUND BAR, CONNECT LTHE GPS ANTENNA MOUNT IS WITH GADWELD CONNECTOR DESIGNED TO FASTEN TO A I _ I TO GROUND, STANDARD 1-1/4"m5CHAO _ GALVANIZED OR STAINLESS TO GROUND STEEL PIPE. THE PIPE MUST BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE GUT TO THE REQUIRED LENGTH (MIN. OF I8" ) U51NO A HAND OR ROTARY PIPE GUTTER TO ASSURE A SMOOTH PERPENDICULAR GUT_ THE GUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNAS MOUNT 2.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USING U-BOLT5. THE SUPPORT PIPE FOR THE GPS SHALL BE MOUNTED U51NO OVERSIZED U -BOLTS TO ALLOW ADJUSTMENT. IT 15 GRITIGAL THAT THE GP5 ANTENNA 15 MOUNTED WITHIN 2" OF VERTICAL AND THE BASE OF THE ANTENNA 15 WITHIN 2" LEVEL. 3.IN5TALL GP5 ANTENNA AS SPECIFIED ON SITE PLAN. IF INSTALLING ON ICE/ GABLE BRIDGE ENSURE THAT GP5 15 A MINIMUM OF 10' ABOVE GRADE, ON THE FURTHEST P05T FROM THE TOWER TO ATAIN MAXIMUM COVERAGE. 4.CONTRAGTOR SHALL ENSURE THE 6P5 ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEMISPHERE / HORIZON GPS ANTENNA__) 4 SCALE: t%YE (G I ESD LID JUMPER NEW ANDREW WAVE GUIDE BRIDGE KIT HNEL 16S0F�E502ASRGUCANIBEG .) 5�ce v� irr5• - O) z TRAPEZE KIT LU T -MOBILE IEQUPNIEGJIPMIGGEABNET ET PART #MT -351-12 O - � COAXB ABLE W/ NAP M IN GAE HANGERS 3" DIA. GALV. STEEL PIPE # 2 AWG, GADHELD TO GROUND RING (TYP.) ICE BRIDGE PIPE SUPPORT '••{ 6 FOUNDATION SEE THIS SHEET NOTE: ALL BOLTS TO BE SUPPLIED H/ NUTS AND WASHERS NOTE: HAVEGUIDE PROVIDED AND INSTALLED BY G.G_ INSTALL PER MANUFACTURERS REQUIREMENTS ICE BRIDGE f�1 5C.ALE: NONE GPS ANTENNA 3" O.D. SUPPORT P05T + BRACKET GUT POST LENGTH TO SUIT�7 HANGER BRACKET TYPE DOUBLE LEVEL CHANNEL/18" BRIDGE MAXIMUM GABLE SPAN = 4'-0" TYP EXI5TI NG MONOPOLE NEW GROUND BAR KITS INSTALL 12" DRIP LOOP ON ANTENNA GABLES. BENDING RADIUS PER MANUFACTURER'S STANDARDS 3" ICE BRIDGE— POST (TYP) NON METALLIC FLEX W/ SILICONE NON METALLIC /_~LIQUID TYPE GROUNDING FIN. GRADE TOWER FOUNDATION WAVEGUIC CHANNEL WEGUIDE BRIDGE PPORT BRACKET 4" WIDE TRAPEZE T ICE BRIDGE DETAIL �1 5 -ALE- NONE il 24" ICE BRIDGE. CONTRACTOR SHALL PROVIDE 10' LONG JUMPER t INSTALL FITTING ON MAIN LINE SIDE. MAKE CONNECTION COIL AND WEATHER SEAL AS NEEDED. COAX SHALL BE GUT TO LENGTH d TERMINATED BY T -MOBILE INSTALL TECHNICIAN GROUND BAR j TERMINATE MAIN LINE COAX /WEATHER SEAL CONNECTORS rOROUND KITS ICE BRIDGE ELEVATION DETAIL SGALEL NOKE GONG. PAD (TYP) U O oC 0 az 0 ICE BRIDGE DETAILS 0 Z DATE: 10-01-02 SCALE: AS NOTED 8 DRAWN: CDG W -T # T02395 } CD o SHEET 0 W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 895-3840 fax. (8471 895-9985 T • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 0-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 PTE 0 AR"SAS REGISTERED PROFESSIONAL ENGINEER C), 0966 e� 9Gi+ATt1 GATE: 12/31/02 C _ 5 r- O U T -MOBILE E G ]I[ T -MOBILE IEQUPNIEGJIPMIGGEABNET ET T -MOBILE GET L-1= T -MOBILE ABHT - ICE BRIDGE ELEVATION DETAIL SGALEL NOKE GONG. PAD (TYP) U O oC 0 az 0 ICE BRIDGE DETAILS 0 Z DATE: 10-01-02 SCALE: AS NOTED 8 DRAWN: CDG W -T # T02395 } CD o SHEET 0 W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 895-3840 fax. (8471 895-9985 T • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 0-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 PTE 0 AR"SAS REGISTERED PROFESSIONAL ENGINEER C), 0966 e� 9Gi+ATt1 GATE: 12/31/02 C _ 5 r- O U ( FOUR RED)( TWO RED) ( ONE RED) ( THREE RED) I—DIVERS ITY- L MAIN --1 A-1 A-2 SFGTOR A G-2 � ALPHA 5-1 (FOUR BLUE) (TWO BLUE) /FOUR YELLOW) (TWO YEL L --MAIN J O' L— DIVERSITY) 240' 120' SECTOR t. GAMMA BETA G-1[� off B-2 (FOUR BLUE) ( TWO BLUE) uv �( ONE YELLOW)( THREE YELLOW) �— DIVERS] TY --j L— MAIN J COLOR CODING CHART SCALE: N.T.S. I. THE 6ENERAL.CONTRACTOR AND OR HIS SUBGONSULTANT SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS NHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 2. REFER TO THE SITE PLAN AND BOUNDARY SURVEY FOR SITE TOP06RAPHY. 3_ DES16N REQUIREMENTS FOR THE ANTENNA 5UPPORTIN6 STRUCTURE ARE PER LOCAL BUILDING CODES, AND THE EIA/ TIA-222-E STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE BASIC HIND SPEED UTILIZED FOR DES16N 15 80 MPH PLUS 1/2" ICE. 4. CONCRETE FOR FENCE POST AND lGEBRID6E SUPPORT SHALL BE 3000 P51 AIR ENTRAINED (4%-6%) NORMAL NE16HT CONCRETE. 5. FENCED SITE AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, OR6ANIC MATERIAL AND OR RUBBLE TO FIRM 5UB6RAPE AS APPROVED BY 6EOTE6HNICAL REPORT_ ADD SUITABLE FILL TO -6" BELON FINISHED 6RADE. PLACE A MIRAFI 50OX SHEET ON SU56RAVE AND FILL WITH 4 INCHES OF AASHTO 51 STONE TO FINISH 6RADE. TOP DRESS KITH 2" OF 3/4" WASHED STONE. 6. STRUCTURAL STEEL SHALL CONFORM TO LATEST EDITION OF THE AISG SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INGLUOIN6 THE COMMENTARY AND THE CODE OF STANDARD PRACTICE. -f. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO A5TM A56. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO A5TM A55 6RADE B. AJL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 8. NELDIN6 SHALL BE IN ACCORDANCE WITH THE AMERICAN HELDIN6 SOCIETY (AW5) 0.1.1-q2 STRUCTURAL WELDING CODE- STEEL WELD ELECTRONICS SHALL BE E-IOXX, q. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MINIMUM DIAMETER BEARIN6 TYPE CONNECTIONS HITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERNISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KNIK BOLTS UNLESS OTHERNISE NOTED. 10. ALL COAXIAL GABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDNARE-REQUIRED TO SECURE THE GABLES. 11. STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE PO5T5„ FABRIC, GATE SYSTEM AND ALL NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENINGS. ALL FENCE SYSTEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE HITH ASTM A153. 6ATE5 SHALL BE 5NIN6 GATES HITH 4'-0" LEAFS. REFER TO TYPICAL FENCE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 15% OF 28 DAY PE516N STREN6TH. 12. NORTH ARROW 5HONN ON PLANS REFERS TO PLAN NORTH. CONTRACTOR SHALL VERIFY -TRUE NORTH AND INFORM CONSTRUCTION MANAGER OF ANY P156REFANCIES BEFORE 5TARTIN6 CONSTRUCTION. REFER TO E-1 SHEET FOR SITE ELECTRICAL DIAGRAM, DETAILS AND LAYOUT EQUIPMENT CABINET DESIGN IS UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE DE5I6N DRANIN65 MONOPOLE / TONER FOUNDATION DES16N IS UNDER SEPARATE CONTRACT BY OTHERS AND 15 EXCLUDED FROM THESE DESIGN DRANIN65, REFER TO OWNER PROVIDED DRANIN65 FOR SPECIFIC DETAILS RE6AROIN6 FOUNDATION SYSTEM. 13. GENERAL CONTRACTOR IS TO COORDINATE AND A551ST POKER CO. WITH INSTALLATION OF ANTENNA AND COAXIAL GABLES. PROJECT NOTES 1 SCALE: N.T.S. BACK OF ANTENNA PORT I r FORT 2 PORT SLANT LTA M 51LANT RT 1/2' SLANT LT 1/2' I/2F MECHANICAL COAX GABLE MARK ANTENNA MARK SECTOR ANTENNA COAXIAL CABLE F F L � 6 F F' A -I M ( -12" x 8' x 2.15' ) BACK -MIDDLE �i 7 YES COAX 2 RT 1/2' rte@ BAF IF BAF MECHANICAL COAX GABLE MARK TYPICAL DETAIL OF A DUAL POLE EMS ANTENNA LAYOUT FOR SECTORS A ( RED) , B ( YELLOW) AND 6 ( BLUE) USIN6 12 LINES. ( EXAMPLE SHOWN 15 FOR SECTOR ONE ) ANTENNA SCHEDULE SCALE: N.T.S. SECTOR A SECTOR B ANTENNA SCHEDULE MECHANICAL COAX GABLE MARK ANTENNA MARK SECTOR ANTENNA COAXIAL CABLE F HAN GAL DOWN -TILT AZIMUTH LNA A�-I,A-2 A -I A ( -12" x 8' x 2.15' ) BACK -MIDDLE O' O' YES COAX LENGTH (FT) COAX RR65-19-00 GABLE GABLE A -3,A-4 A-2 A ( 12" x 8' x 2.'75' ) BAGK-MIDDLE 0° O° YE5 RXO/ TX2 RX I/ RR65-lq-OO TYPE/51ZE TYPE/51ZE TYPESIZE B-I.B-2 B -I B ( 12" x 8' x 2.15' 1 BACK -MIDDLE O° 120° YE TX1 RR65-lq-OD TX1 MAIN LINE COAX B -3.B-4( 180 12" x B' x 2.15' ) BACK -MIDDLE O° 120° YES 180 B-2 B RR65-Iq-OO 180 FROM ANTENNA JUMPER LDF1-50A ( 12" x 8' x 2.15' ) O' G-1,6-2 C-1 G BACK -MIDDLE RR65-1q-00 TO RADIO CABINET 240' YE5 6-3,6-4 C-2 1 5/8" ( 12" x B' x 2.15' ) BACK -MIDDLE 0° 240° YES 180 N/A G RR65-Iq-00 10 ANTENNA SCHEDULE SCALE: N.T.S. NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA. NOTE: LENGTHS POSTED ON TH15 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 LEN6THS IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE V0I6E5TREAM FIELD EN61NEER 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. " W7m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 1847) 895-3840 fax. 18471 895-9985 To • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTPUC(ION i 1 10-01-02 1 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n DATE:72/31/02 ANTENNA SCHEDULE DATE: 10-0)-02 SCALE: A5 NOTED DRAWN: CDG F7T7# T02355 SHEET C-6 SECTOR A SECTOR B SECTOR G MECHANICAL MECHANICAL MECHANICAL AZ. O° DONNTILT = O° AZ 120' DOWNTILT = O" AZ 240' DONNTILT = 0' FROM/TO COAX LENGTH (FT) COAX LENGTH (FT) COAX LEN6TH (FT) GABLE GABLE GABLE RXO/ TX2 RX1/ RXO/ TX2 RXI/ RXO/ TX2 RX I/ TYPE/51ZE TYPE/51ZE TYPESIZE TXO TX I TXO TX1 TXO TX1 MAIN LINE COAX 180 180 180 180 180 180 FROM ANTENNA JUMPER LDF1-50A LDF1-50A LPF1-50A TO RADIO CABINET 1 5/8" 180 N/A 180 1 5/8" 180 N/A 160 1 5/8" 180 N/A 180 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 0 I/2" 10 10 JUMPER GABLES FROM 3 3 3 3 3 MAIN TRANSMISSION LINE 1—/3 N/A LDF4-50A N/A LDF4-50A N/A I-5 TO ANTENNAS I/2 3 1/2 3 3 1/2 3 3 NOTE: DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA. NOTE: LENGTHS POSTED ON TH15 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 LEN6THS IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE V0I6E5TREAM FIELD EN61NEER 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. " W7m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 1847) 895-3840 fax. 18471 895-9985 To • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTPUC(ION i 1 10-01-02 1 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n DATE:72/31/02 ANTENNA SCHEDULE DATE: 10-0)-02 SCALE: A5 NOTED DRAWN: CDG F7T7# T02355 SHEET C-6 ABBREVIATIONS AF6 - ABOVE FINISHED GRADE AWES - AMERI CAN HIRE 6AU6E BF6 - BELON FINISHED GRADE L - CONDUIT E6R - EXTERNAL GROUND RIN6 6RD - 6ROUND M63 - MAIN GROUND BAR NEC - NATIONAL ELECTRICAL CODE NO. - NUMBER PVC - POLYVINYL CHLORIDE T613 - TONER 6ROUND BAR TYP - TYPICAL NF55- NON FUSED SAFETY SHITCH P65 - RI61D GALVANIZED STEEL LOA - UTILITY DISTRIBUTION ASSEMBLY LEGEND —T—T- TELEPHONE CONDUIT —E— E- ELECTRICAL CONDUIT EXTRA` GROUND H1 RE pg 8.0 POWER CO. METER O EXOTHERMIC, HELD '7- GROUND ROD 1.1 INSPECTION HELL BA51G MECHANICAL TWO HOLE LU6 f 1_I NON-FUSED DI=1.ONNECT;I LINE, �f ENCLOSED Erll FUSED DI= ONNEGT;I LINE, ENCLOSED 0 SPECIAL EQUIPMENT HOOK-UP E CONDUIT TERMINATION FUTURE UNDER6ROUND TELCO CONDUIT t "70'-0" NEW TELCO SERVICE CONDUIT_ t -70'-0'- r 70'-0' EXI5TIN6 RAINPROOF METER CENTER. POWER COMPANY METER PROVIDED BY THE UTILITY COMPANY FOR INSTALLATION IN METER SOCKET (T -MOBILE) NEW 1201240V 2P, 100 AMP CIRCUIT BREAKER NEW TELCO CABINET MOUNTED ON RACK. 0 ( 2) -2" PVC FOR TELCO- NEW INGOMIN6 SERVICE EXISTIN6 SERVICE ENTRANCE 6ROUND TO ROD EXISTIN6 SERVICE ENTRANCE 6ROUND EXISTING TELCO BOX TO BE UTILIZED NEN T -MOBILE EQUIPMENT PLATFORM NE'rt 12' X 15' LEASE AREA NEN GABLE BRIDGE NEW T -MOBILE PPG AND TELGO RACK NEN UNDERGROUND ' 3/0 AY46 ELECTRICAL f CONDUIT. t 135'-0" POWER AND TELCO PLAN__(2) SCALE: N.T.S. NOTE: METER AND BREAKER MUST BE LABELED W/BLACK PLASTIC, TA6 W/WHITE LETTERS. LABEL SHOULD READ T -MOBILE AND INCLUDE ADDRESS OF SITE. AG CABINET N/2P., 200 AMP. SERVICE DISCONNECT SNITCH, 6ENERATOR RECEPTACLE, SURGE ARRESTOR, AND LOAD CENTER INTEGRATED. Q 2-2' PVC. GONDUIT TO 4 Q NEW TELCO BOX. SEE ELEG. AND TELCO PLAN II O 4 0 SHEET E-1 FOR DETAILS. -- GRADE : z x N• PVC EXISTING GROUND RIN6 CONNECTION SERVICE RACK RISER DIAGRAM _o SCALE: N.T.S. SCOPE SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNI5HIN6, IN5TALLIN6 AND TESTIN6, COMPLETE AND READY FOR OPERATION OF ALL WORK SHOWN ON THE DRAHIN6 AND AS SPECIFIED HEREIN, I. ELECTRIC SERVICE 2. CONDUIT AND RACEWAY 3. CONDUCTORS 4, MISCELLANEOUS MATERIALS (SWITCHES, BOXES, ETC.) X 5. TELEPHONE SERVILE 6. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL, CODES INSTALLATION SHALL COMPLY (IN EFFECT AT TIME OF CONSTRUCTION) TO THE REQUIREMENTS OF ALL RULES. REGULATIONS, AND CODES OF LOCAL,N STATE, AND FEDERAL AUTHORITIES HAVING JURISDICTION. CONFORM TO THE NATIONAL ELECTRICAL CODE AND ALL RULES, ORDINAW-ES OF THE SERVIN6 UTILITY COMPANIES. OBTAIN, PAY FOR AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTIONS, ETC, REGUIRED BY THE AUTHORITIES HAVIN6 JURISDICTION. DELIVER ALL CERTIFICATED TO OWER AFTER FINAL AGCEPTANJ'E OF WOR:. TEST INC UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCE REOU IREMENTS. ALL TESTING SHALL BE DONE 13Y QUALIFIED PERSONNEL. 6UARANTEE IN ADDITION TO THE 6UARANTEE OF THE EQUIPMENT BY THE MANUFACTURER. EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE 6UARANTEED FORDEFECTS OF MATERIAL OR WORKMANSHIP OCCURRIN5 DURIN6 A PERIOD OF ONE (I) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER. REPAIR OR REPLACE ALL DEFECTIVE PARTS OR SYSTEMS DURING THE GUARANTEE PERIOD HI THOUT EXPENSE TO THE OWER. ALL WARRANTEE GERTIFIGATES AND 6UARANTEES FURNISHED BY THE MANUFACTURERS SMALL BE TURNED OVER TO THE OWNER. EXAMINATION OF SITE PRIOR TO 5E6INNIN6 HOD:, THE CONTRACTOR SHALL V151T THE SITE OF THE -KUB AND SHALL FAMILIARIZE HIMSELF HITH ALL CONDITIONS AFFECTINI6 THE PP PO EP ELECTRICAL INSTALLATION AND SHALL MAKE PROV151ONE, A5 TO THE C05T THEREOF. FAILURE TO COMPLY HITH THE INTENT OF THIS PARA6RAPH HILL IN NO HAY RELIEVE THE CONTRACTOR OF PERFORMIN6 ALL WOR' NECESSARY FOR A COMPLETE AND HORKIN6 5Y5TEM OR SYSTEMS. MATERIAL AND EQUIPMENT MATERIAL AND EQUIPMENT INSTALLED AS A PART OF THE PERMANENT INSTALLATION SHALL BE NEH UNLESS OTHEFZH15E INDICATED OR SPECIFIED AND SHALL BE LISTED BY AN APPROVED RE615TERED TE5TIN6 LABORATORY, FOR INSTALLATION IN EACH PARTICULAR CASE WHERE STANDARDS HAVE BEEN ESTABLISHED. ALL ELECTRICAL EQUIPMENT SHALL BE PROPERLY IDENTIFIED AND MARKED INCLUDING WARNINS LABELS AND 516NA6E PER NEC. CUTTING, PATCHIN6 AND EXCAVATION: COORDINATION OF ALL SLEEVES, CHASES, ETC_, WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE WORK. ALL CUTTIN6 AND PATCHINS OF MALLS, PARTITIONS, FLOORS, AND CHASES IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAHIN65. NO STRUCTURAL MEMBER MAY BE CUT WITHOUT APPROVAL FROM A STRUCTURAL ENSINEER. ALL NECESSARY EXCAVATIONS AND BACK FILLING INCIDENTAL TO THE MOR', UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAHINN6, SHALL BE PROVIDED BY THIS CONTRACTOR. F_vOLTAGE DROP CHART HIRE GABLE VOLTAGE SIZE LENGTH DROP % 3/0 AHG 40 FT. 2.38% 6"x6'x1.O'-O' CONCRETE P05TS (EXTEND 3'-0" IN 6ROUND) (TYPICAL OF 2) 1 1/2 " SQUARE U -CHANNEL MOUNTED Yt/ BOLTS TO P05T O TERMINALNOKIA TELCO GdNfk)IT TO BTS CABINETS, ❑R NET EXTRA` NOK 1 A TALK AG/DG GIN (1)-2' PVG IN FOR TELCO 4❑ ALK TALK 5❑ SUPPORT BA51G h GAB INET CABINET R8 AH6 CAPPER FROM GENERATOR RECEPTACLE TO T -MOBILE GROUND RIN6. LOAD CALCULATIONS 11.82 KH CONNECTED 6 120/240 VOLT, 1? 11.82/240 = 49.25 AMPS PAD SERVIGE RACK CONDUIT TABLE RACEWAYS ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SMALL BE R161D 6ALVANIZED STEEL, SCHEDULE 40 PVC OR ELECTRICAL METALLIC TUBING (EHT) AS INDICATED ON THE DRAWIN166. WHERE INSTALLED ON ROOFS OR EXP05ED TO DAMAGE, ALL CONDUIT SHALL BE R161D GALVANIZED STEEL OR EMT. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. EMT MAY BE USED IN ALL OTHER ABOVE GROUND LOCATIONS. UNDERGROUND CONDUITS SHALL BE R161D 6ALVANIZED STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWIN65. PROVIDE INSULATED BUSHIN6 FOR ALL CONDUIT TERMINATIONS. ALL ALL CONDUIT RUNS SMALL USE APPROVED C0UPLIM6` AND CONNE3STO2-. CONDUIT RUN5 IN A NET LOCATION SMALL HAVE WATERPROOF FITTIN65. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEL. CONDUCTORS FURNI5H AND INSTALL ALL CO41PUGTOR5 CALLED FOR ON THE DRAHIN65. ALL CONDUCTOR'. SHALL IiE TYPE THEN/THrN, (15 DEGREE) INSULATION, RATED FOR 600 VOLTS. ALL CONDUCTOR5 SHALL 13E COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOYED. ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLO'S. A. MINIMUM WIRE SIZE SHALL BE -12 AWS. B. ALL CONDUCTORS SIZE aB AND LARGER SMALL BE STRANDED. CONDUCTORS SIZED •10 AND SMALLER SHALL BE SOLID OR STRANDED EXCEPT AS NOTED ON DRAHIN6_ C. CONNECTION FOR •10 AW5 AND SMALLER SHALL BE BY THISTIN6 T16HT AND IN5TALLIN6 INSULATED PRESSURE OR HIRE NUT CONNECTIONS. D. CONNECTION FOR a8 AWS AND LAR6ER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVE -5 HITH NYLON INSULATOR. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEG STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS. 6ROUNOIN6 ALL ELECTRICAL NEUTRALS, RACEMAYS AND NON-CURRENT CARRYIN6 PARTS OF ELECTRICAL EQUIPMENT AND A55MIATED ENCLOSURES SHALL BE GROUNDED IN -ACCORDANCE WITH NEG ARTICLE 250_ THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS. SUPPORTS. CABINETS, BOXES. 6ROUND BUSS E , ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE 6ROUNDED BY ONE POINT ONLY. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS_ T -MOBILE SHALL PROVIDE CONTRACTOR KITH A COPY OF LATEST T-HOBILE STANDARD CONSTRUCTION DETAILS_ ALL CONSTRUCTION SHALL COMPLY HITH LATEST T -MOBILE STANDARD CONSTRUCTION DETAILS. UPON COMPLETION OF INSTALLATION. THE SYSTEM TO BE TESTED IN ACCORDANCE HITH T -MOBILE STANDARDS. - ALL CONNECTIONS TO GROUND BAR AND 6ROUND BAR MOUNTIN65. INCLUDIN6 BOLTS, AND THE POINTS OF CONTACT BETWEEN DISSIMILAR METALS MUST BE COATED WITH 'NO -0X_' ALL MISCELLANE 5 NON-CURR$JT CARRYIN6 METAL ON THE SERVICE RACKS SHALL BE BONDED USIN6 a2 AHS, BARE, TINNED, SOLID COPPER_ CONNECTIONS SHALL BE EXOTHERMIC FELD5. UTILITY SERVICES 6E-�ASED ACTOR 15 RESPMIBLE FOR BRINGING Pa AND TELEPHONE CES TO THE LEASE PARCEL. CONTRACTOR SHALL COORDINATE ALL REMENTS WITH POHER COMPANY AND TELEPHONE COMPANY_ CONTRACTOR INCLUDE THESE SERVICES IN H15 NOW MINIMUM HIRE 51ZE ON TOTAL ANTICIPATED SERVICE 15 SHOWN AS WELL AS XIMATE DISTANCE TO CLOSEST AVAILABLE SOURCE. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 80193 ph. 18471 895-3840 fax. (647) 895-9985 2�0_01_02 0-04-02 FOR CONSTRUCTION FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 5� PT E ARKANSAS REGISTERED PROFESSIONAL ENGINEER 10966 0 mz F ELECTRIC / TELCO PLAN ujO o DATE: 10-01-02 SCALE: A5 NOTED zi2 DRAWN: CDG W -T # T02355 m SHEET E-1 TELCO GdNfk)IT TO BTS CABINETS, ❑R P62 FIANUFAGTURERS SPECIFICATIONS ❑(2)-I' PVC TO 575 CABINETS ❑3 (1)-2' PVG IN FOR TELCO 4❑ (1)-2' PVC, IN FOR POKER 5❑ (I)-2" R65 FOR POWER RACEWAYS ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SMALL BE R161D 6ALVANIZED STEEL, SCHEDULE 40 PVC OR ELECTRICAL METALLIC TUBING (EHT) AS INDICATED ON THE DRAWIN166. WHERE INSTALLED ON ROOFS OR EXP05ED TO DAMAGE, ALL CONDUIT SHALL BE R161D GALVANIZED STEEL OR EMT. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. EMT MAY BE USED IN ALL OTHER ABOVE GROUND LOCATIONS. UNDERGROUND CONDUITS SHALL BE R161D 6ALVANIZED STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWIN65. PROVIDE INSULATED BUSHIN6 FOR ALL CONDUIT TERMINATIONS. ALL ALL CONDUIT RUNS SMALL USE APPROVED C0UPLIM6` AND CONNE3STO2-. CONDUIT RUN5 IN A NET LOCATION SMALL HAVE WATERPROOF FITTIN65. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEL. CONDUCTORS FURNI5H AND INSTALL ALL CO41PUGTOR5 CALLED FOR ON THE DRAHIN65. ALL CONDUCTOR'. SHALL IiE TYPE THEN/THrN, (15 DEGREE) INSULATION, RATED FOR 600 VOLTS. ALL CONDUCTOR5 SHALL 13E COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOYED. ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLO'S. A. MINIMUM WIRE SIZE SHALL BE -12 AWS. B. ALL CONDUCTORS SIZE aB AND LARGER SMALL BE STRANDED. CONDUCTORS SIZED •10 AND SMALLER SHALL BE SOLID OR STRANDED EXCEPT AS NOTED ON DRAHIN6_ C. CONNECTION FOR •10 AW5 AND SMALLER SHALL BE BY THISTIN6 T16HT AND IN5TALLIN6 INSULATED PRESSURE OR HIRE NUT CONNECTIONS. D. CONNECTION FOR a8 AWS AND LAR6ER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVE -5 HITH NYLON INSULATOR. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEG STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS. 6ROUNOIN6 ALL ELECTRICAL NEUTRALS, RACEMAYS AND NON-CURRENT CARRYIN6 PARTS OF ELECTRICAL EQUIPMENT AND A55MIATED ENCLOSURES SHALL BE GROUNDED IN -ACCORDANCE WITH NEG ARTICLE 250_ THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS. SUPPORTS. CABINETS, BOXES. 6ROUND BUSS E , ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE 6ROUNDED BY ONE POINT ONLY. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS_ T -MOBILE SHALL PROVIDE CONTRACTOR KITH A COPY OF LATEST T-HOBILE STANDARD CONSTRUCTION DETAILS_ ALL CONSTRUCTION SHALL COMPLY HITH LATEST T -MOBILE STANDARD CONSTRUCTION DETAILS. UPON COMPLETION OF INSTALLATION. THE SYSTEM TO BE TESTED IN ACCORDANCE HITH T -MOBILE STANDARDS. - ALL CONNECTIONS TO GROUND BAR AND 6ROUND BAR MOUNTIN65. INCLUDIN6 BOLTS, AND THE POINTS OF CONTACT BETWEEN DISSIMILAR METALS MUST BE COATED WITH 'NO -0X_' ALL MISCELLANE 5 NON-CURR$JT CARRYIN6 METAL ON THE SERVICE RACKS SHALL BE BONDED USIN6 a2 AHS, BARE, TINNED, SOLID COPPER_ CONNECTIONS SHALL BE EXOTHERMIC FELD5. UTILITY SERVICES 6E-�ASED ACTOR 15 RESPMIBLE FOR BRINGING Pa AND TELEPHONE CES TO THE LEASE PARCEL. CONTRACTOR SHALL COORDINATE ALL REMENTS WITH POHER COMPANY AND TELEPHONE COMPANY_ CONTRACTOR INCLUDE THESE SERVICES IN H15 NOW MINIMUM HIRE 51ZE ON TOTAL ANTICIPATED SERVICE 15 SHOWN AS WELL AS XIMATE DISTANCE TO CLOSEST AVAILABLE SOURCE. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 80193 ph. 18471 895-3840 fax. (647) 895-9985 2�0_01_02 0-04-02 FOR CONSTRUCTION FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 5� PT E ARKANSAS REGISTERED PROFESSIONAL ENGINEER 10966 0 mz F ELECTRIC / TELCO PLAN ujO o DATE: 10-01-02 SCALE: A5 NOTED zi2 DRAWN: CDG W -T # T02355 m SHEET E-1 ELECTRIC DIAGRAM SCALE: NOT TO SCALE AREA OF SPACE (164) 5F SERVICE VOLTA6E 120/240 V 10 ELEGTRIGAL NOTES DEMAND FACTOR m 200 A/2P (E) METER (TYP )� #2 SERVI 1 METER RACK GROUND 10. SERVILE CONDUITS SHALL HAVE NO MORE THAN (3) -90° BENDS IN 1. ALL WORK IS TO COMPLY WITH THE LATEST EDITION OF THE RELEPrAGLE5 (1) ANY SINGLE RUN. THE RSHALL PROVIDE PULL BOXES 4.42 NATIONAL ELECTRIC LODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, 1.06 AS NEEDED WHERE CONDUUITIT REQUIREMENTS EXCEED THESE BTS #1 AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAVIN6 JURISDICTION. 200 AMP CONDITIONS. PULL WIRES AND LAPS SHALL BE PROVIDED AT ALL 9.0 THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS BT5 #2 SPARE CONDUITS FOR FUTURE USE_ 60A/ 2P AND RELATED FEES. Q.D 31.6 2, ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 0.12 THI5 CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L.) TOTAL LOAD 1 100 M_P.H. WIND SPEED AND DESIGNED FOR OUTDOOR EXPOSURE. 82.8 LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE 6UARANTEED 20.32 2#12, 1#126-3/4'G TOTAL SERVILE GAP. I FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE 12- ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE 10 FUTURE BT5 A MINIMUM 24" 51-H. 80 PVG RADIUS SWEEPS TO EQUIPMENT, PULLBOXE5, BOND NEUTRAL b GROUND BU5 IN MAIN SERVICE DISCONNECT BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED DURIN6 THI5 PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY BY UTILITY COMPANIES. MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT C05T TO THE OWNER. 13. FUSE TYPE SHALL BE BU55MAN RKI LOW PEAK FUSE (LPU-RK-100). 3, ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND 14, UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. A5 -BUILT DRAWINGS TO THE OWNER. CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUTTING 15. 6ENERAL 6ROUNDIN6 CRITERIA AND PATCHIN6 RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL I5T STEP: GROUND TO EXISTING BUILDING STRUCTURAL STEEL AND TO THE EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRIN6, EXISTING COLD WATER LINE. (WHERE APPLICABLE) THEN TEST (7ROUNDIN6 PIPIN6, ETC. DAMAGED BY THE ELECTRICAL WORK TO MATCH EXISTING RESISTANCE TO WITHIN I TO 5 OHMS OVERALL 6ROUND RESISTANCE. WHERE CONDITIONS. THE EFFECTIVE RESISTANCE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL GROUNDIN6 AND RE -TEST UNTIL GROUND RESISTANCE FALLS 4- ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL FALLS SUPPLEMENTAL GROUND MAY CON515T OF ONE OR MORE OF THE FOLLOWING LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE I) COUNTERPOISE, ELECTRICAL POWER AND L16HTIN6 SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT, CONTROL 2) UFER GROUND, HIR1N6, 6ROUNDIN6, ETC. AS INDICATED ON ELECTRICAL DRAWINGS 3) GROUND ROD AND/OR GROUND AND/OR AS REQUIRED BY 6OVERNIN6 CODES. WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. WHERE THE EXISTING BUILDING 5. PRIOR TO IN5TALLIN6 ANY ELECTRICAL WORK, THE CONTRACTOR STEEL DOES NOT PROVIDE AN EFFECTIVE 6ROUND RESISTANCE, THEN THE CONTRACTOR SHALL VISIT THE JOB 51TE AND VERIFY EXISTIN6 SITE LOCATIONS AND SHALL PROVIDE A SEPARATE GROUND CONDUCTOR FROM ROOF MOUNTED BT5 EQUIPMENT CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, LOCATIONS EITHER DOWN THROU6H THE INSIDE OF THE 5UILDIN6 OR THE OUTSIDE OF THE AND BY REFERENCE TO EN6INEERIN6 AND EQUIPMENT SUPPLIERS BUILOIN6, DEPENOIN6 UPON OWNER PREFERENCE. WHERE THE GROUND CONDUCTOR FROM DRAWIN65. SHOULD THERE BE ANY QUESTION OR PROBLEM 6ONCERNIN6 THE ROOF MOUNTED EQUIPMENT 15 ROUTED IN CONDUIT, THE CONDUIT SHALL BE EFFECTIVELY THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL GROUNDED TO THE GROUND CONDUCTOR AT B07H ENDS OF THE CONDUIT. BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. (MONOPOLE INSTALLATIONS): 6. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY FOR INSTALLATIONS WHERE WOODEN STRUCTURES, TOWERS CONCRETE SILOS, ETC. . ARE ENCOUNTERED A SEPERATE DOWNLEAO SHALL BE PROVIDED FROM THE 3 ANTENNAS SECLUDE PLANNERS AND OBTAIN ALL SERVILE REQUIREMENTS AND INCLUDE GbSTS FOR SUCH IN THEIR BID. SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL GABLES. THE GROUND CONDUCTOR SHALL BE SECURELY FASTENED TO THE EXTERIOR OF OUTSIDE STRUCTURES 7. SERVILE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITH5TANO WITH NONMETALLIC GROUND STRAPS EVERY 10 FEET. A61N, A5 FOR TENANT IMPROVEMENT RAT1N6 EQUAL TO OR EXCEEDIN6 THE MAXIMUM AVAILABLE FAULT PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT PER THE ABOVE STEPS. CIRCUITS AND GROUNDS. Ib. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK B. ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND 600 VOLTS INSULATION. ALL 6ROUND CONDUCTORS TO BE PROPERLY GREEN (GROUND). SIZED COPPER. (STRANDED OR SOLID). Il, CONTRACTOR TO PROVIDE 6UTTER TAP, Rt. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, 18. CONTRACTOR RESPONSIBLE TO CALL MI55 UTILITY SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE 48 HR5 TO EXCAVATION OUTSIDE THE COMPOUND. HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. 19. AN INDEPENDENT LOCATOR MUST LOCATE (F) UTILITIES _ WITHIN A COMPOUND PRIOR TO EXCAVATION. ELECTRIC DIAGRAM SCALE: NOT TO SCALE AREA OF SPACE (164) 5F SERVICE VOLTA6E 120/240 V 10 �FROM POWER SERVILE DEMAND FACTOR m 200 A/2P (E) METER (TYP )� #2 SERVI 1 METER RACK GROUND 2.55 ELECTRIC METER a MAIN f 0.51 1 SERVILE DISCONNECT 22 KA AIG RELEPrAGLE5 (1) SQUARE 'D. ENLAR6ED VIEW OF 4.42 200A 015GONNEGT METER/6REAKEI� 1.06 3#3/0, 1#66-2"G BTS #1 120/240 VAG PPG 200 AMP I'D I 9.0 MAIN BT5 #2 9-O 60A/ 2P 60A/ 2P 20A/ 1P ISA/ 1P Q.D 31.6 TELCO PANEL/REG. 1 WEATHER 1-0 PROOF 0.12 5WITGH 0 TOTAL LOAD 1 -1110- 6F REG. 82.8 TO LIGHT 20.32 2#12, 1#126-3/4'G TOTAL SERVILE GAP. I 00 TO BT5 200A 3#4, 1#86-2'( 10 FUTURE BT5 2"G, W/PULL WIRE BOND NEUTRAL b GROUND BU5 IN MAIN SERVICE DISCONNECT ELECTRIC DIAGRAM SCALE: NOT TO SCALE AREA OF SPACE (164) 5F SERVICE VOLTA6E 120/240 V 10 ELECTRIC LOAD SUMMARY _(:�) SCALE: NOT TO SCALE 4v . NOTE LABEL EACH END OF GONOUIT5: (P) POWER: I EA - 2" BAND OF RED TAPE (TI) TELCOI: I EA - 2" BAND OF ORAN6E TAPE (T2) TELCO2: 2 EA - 2" BAND OF ORAN6E TAPE CONDUIT LABELING_______(3) SCALE: NOT TO SCALE U T -T - 1.21 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 18471 895-3540 fax. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 j 10-04-02 FOR CONSTRUCTION 10-01-02 FOR CLIENT REVIEW AR1016.A I SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AR"SAS REGISTERED PROFESSIONAL P_ ENGINEER _n. 10966 aP 51(aM11pi�. / r a DATE: 12/31/02 K cD z N ELECTRICAL NOTES w 0 o DATE: 10-01-02 Z SCALE: A5 NOTED o DRAWN: CDG U W -T # T02395 r m n SHEET E-2 CONNECTED LOAD KVA AMPS DEMAND FACTOR DEMAND LOAD KVA AMPS L16HTIN6 (Il5W HP5) 0.51 2.55 1-0 0.51 1 2.38 RELEPrAGLE5 (1) 1,06 4.42 I.O 1.06 4.42 BTS #1 9.0 31.6 I'D I 9.0 31.6 BT5 #2 9-O 31.6 P 1.0 Q.D 31.6 TELCO PANEL/REG. 1 0.12 1-0 1.0 0.12 1.0 TOTAL LOAD 1 20.32 82.8 20.32 82.6 TOTAL SERVILE GAP. I 200A 200A ELECTRIC LOAD SUMMARY _(:�) SCALE: NOT TO SCALE 4v . NOTE LABEL EACH END OF GONOUIT5: (P) POWER: I EA - 2" BAND OF RED TAPE (TI) TELCOI: I EA - 2" BAND OF ORAN6E TAPE (T2) TELCO2: 2 EA - 2" BAND OF ORAN6E TAPE CONDUIT LABELING_______(3) SCALE: NOT TO SCALE U T -T - 1.21 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 18471 895-3540 fax. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 j 10-04-02 FOR CONSTRUCTION 10-01-02 FOR CLIENT REVIEW AR1016.A I SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 AR"SAS REGISTERED PROFESSIONAL P_ ENGINEER _n. 10966 aP 51(aM11pi�. / r a DATE: 12/31/02 K cD z N ELECTRICAL NOTES w 0 o DATE: 10-01-02 Z SCALE: A5 NOTED o DRAWN: CDG U W -T # T02395 r m n SHEET E-2 NOTE: ONLY ONE 5EG70R IS SHOWN FOR CLARITY L.NA. (TYP) — 2 PER SECTOR SIGNAL GABLES 1ARD SHELL ----F 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 MIGROHAVE DISH (TYPICAL) IF APPLICABLE 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 -66-730.01 COAX (FUTURE) NOTE TYPICAL EACH GABLE TRAY SUPPORT 4 6 G G EQUIPMENT— GROUND RING SERVICE DISCONNECT , \\\\ rIPKE3T5 CEELO !1 1NE A13INE 5 5 G G r G 1 G SERVICE GROUND ROD TYPICAL RISER GROUNDING DIAGRAM SCALE: NOT TO SCALE I G LONER AGB LOCATED SEE NOTE 4 AT BOTTOM OF G G— MOUNTING STRUCTURE GROUND KIT BEFORE TONER GABLE BEND TO TONER GROUND RING, BASE CONNECTION 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 -66-730.01 COAX (FUTURE) NOTE TYPICAL EACH GABLE TRAY SUPPORT 4 6 G G EQUIPMENT— GROUND RING SERVICE DISCONNECT , \\\\ rIPKE3T5 CEELO !1 1NE A13INE 5 5 G G r G 1 G SERVICE GROUND ROD TYPICAL RISER GROUNDING DIAGRAM SCALE: NOT TO SCALE I CJ W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCNAUMBURG, ILLINOIS 80103 ph. 18471 805-3840 fax. 18471 895-9985 T • •Mobile• 1 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: AR 1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 0 LEGEND w O HARD SHELL GROUND KIT SURGE ARRESTOR (2 FUTURE) A GAD WELD USE MODEL NO. MT -66-730.01 Q Z CONNECTION ■ BURNOY 02 GONNEGTI ON5 U O SURGE \ ARRESTOR CJ W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCNAUMBURG, ILLINOIS 80103 ph. 18471 805-3840 fax. 18471 895-9985 T • •Mobile• 1 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: AR 1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 0 GROUNDING RISER w DIAGRAM NOTES: 0 DATE: 10-01-02 1) AT GO -LOCATE SITES Q Z SCALE: A5 NOTED CONTRACTOR SHALL TIE TO 02 DRAWN: CDG U EXISTING GROUND RINGS AT 2 W -T # T02335 AUIPMEN POINTS ANDREPAIR ANY GUT OR DAMAGE TO GROUND RING. BTS BT5 2) EQUIPMENT GROUND BAR iIPME T GUIPME ONLY REQUIRED IF NOT EQUIPMENT SUPPLIED WITH BTS UNIT. 0PLATFORM 3) MIDDLE ANTENNA GROUND BAR REQUIRED IF GABLE RUN IS OVER 200'. 4) CONTRACTOR TO (N) GROUND LEAD PROVIDE - EQUIPMENT FOR FUTURE BTS PVC CONDUIT SLEEVE FOR GROUND BAR GROUND HIRES THROUGH PAD (SEE NOTE 2)TO GROUND RING, a LONER G TOWER GROUND BAR ONLY. c SEE NOTE 4 TO GATE POSTS (2) TO FENCE POST CORNERS (4) CJ W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCNAUMBURG, ILLINOIS 80103 ph. 18471 805-3840 fax. 18471 895-9985 T • •Mobile• 1 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: AR 1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 0 GROUNDING RISER w DIAGRAM 0 0 DATE: 10-01-02 Q Z SCALE: A5 NOTED 02 DRAWN: CDG U W -T # T02335 } m $ SHEET Do E=3, CAp NEL_p CONNEGTION5 eDFTAIL I SHEET E4) NO. DESCRIPTION MOLD NO. WELD NO. 1 #2 SOLID TO #2 SOLID PTC-ITIT 65 2 92 SOLID TO GROUND ROD OTC-I61T 90 3 192 SOLID TO FENCE P05T VBG BURNDY CONNECTION f&RNDY CONNECTIONS. IDE TAIL 2 SHEET E4) NO. DESCRIPTION PART NO. 4 #6 GREEN STRANDED 2 -HOLE COMPRESSION LUG &'x 5/5" COPPER CLAD 5 #2 SOLID TO POST, OTHER THAN FENCE P05T KC 6 BRAIDED STRAP BOLTED TO GATE POSTS 5018G92 NOTE: CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. G M �9 ■ CADWELD CONNECTION &'x 5/5" COPPER CLAD GROUND ROD (8' MAX SEPARATION, EQUALLY SPACED) ® ROD TEST WELL d GROUND BURNDY CONNECTION #2 AWG TINNED SOLID BARE CU (GROUND RINGS SHALL BE 2'-6" BELOW GRADE) X CHAIN LINK FENCE EXIST MONC EXTEI LORE OROL NEW OROU TEST HELL SITE GROUNDING PLAN 1 SCALE: %V7= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (847) 895-3840 fax. (8471 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CONSTRUCTION 1 10-01-02 FOR CLIENT REVIEW AR101.6.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 PTE ❑ AR SAS REGISTERED PROFESSIONAL ENGINEER 10966 s,s,lAF p�7E; 72/37/02 GROUNDING PLAN DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET Erow4 FROM ANTeMMA7 5TANDARD ANDREW KIT 6T2AOE� FOAM SEAL 3/4' 5GHED. 40 P.VL. TYPICAL t:NV FROM EQUIPMENT, POLE, OR PLATFORM TYPICAL GROUND x2 BCWt;ER GADWELD WIRE FOAM SEAL PIPE END 4" _ e MIN. _ ANTENNA GABLE 30" MIN. I � 7O GA81-E TRAY TYPE BDi8692 TYPE GAR -TG I , GRADE ANDREW CONNECTOR WEATHERPROOFINGnb AWG COMPARE RING GROUND KIT (TYR) �^ j 92 AWG BC -1-4 —FROH ANTENNA TO GROUND WIRE l=Ra SI1Pr�ORT{ ALONG GABLE TRAY GRAVEL `{i I , � °2 AWG BGWTO GROUND ROD GOPPERWELD NITRO DINS RAIZ R-9.KNEWTON. TED NEA R TYPE Y6ID5 TYPE YA9GL-2TG38 5/8" lPX8'-O" LONG / f / r ` ! WITHOUT INSULATOR -9. r4aIR77!~D NEAR ANTENNA TO GROUND RING �— _BURNDY DETAILS___T I GROUND ROD �] iGROUND WIRE PIPE SLEEVE n SCALE= NONE 51—ALE: NONE 2 I SCALE: NONE ` �% J 5TAINLE55 STEEL HARDWARE LOGKWA5HER (TYPICAL) FLAT WASHER (TYPICAL) 1/2'x1 1/2' HEX BOLT NUT (TYPICAL) GROUNDING GABLE ELEVATION TYPE PT TYPE GR TYPE GT GROUND BAR r GROUNDING GABLE EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO SECTION 'A INSULATION ALLOWED WITHIN THE COMPRE55ION TERMINAL (TYPICAL) NOTE: I. "DOUBLING UP" OR "STACKING 'OF CONNECTION 15 NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE U5ED AT ALL LOGATION5. NOTE: GADWELD 'TYPE5' SHOWN ABOVE ARE EXAMPLE5 GON5ULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THI5 PROJECT. CADWELD TYPES 51—ALE: N:�XE TYPICAL GROUND BAR CONNECTIONS DETAILS SCALE: NONE TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR GROUND WIRE CONNECTION TO GROUND BAR AT ANTENNA__(4) SCALE: NONE TO ANTENNA U GABLE PROOFING / KIT ANDREW 112,21215 (TIP) fITWEATHER COAX GABLE w GROUNDING CLAMP KIT � R6 AWG, 5TRANDED COPPER GROUNDING CONDUCTOR TO GROUND TO PRIMARY CABINET COAX CABLE GROUNDING DETAIL SCALE: NONE l�►�1 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. (8471 895-3840 fax. (8471 895-9985 T a mMobilew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTI0N I 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 CARA - ASDALQ�PDA12/31 /02 U' GROUNDING DETAILS w o DATE: 10-0 1 -02 z SCALE: A5 NOTED o DRAWN: CDG U 3 W -T # T02395 r m c SHEET E=50 pp MIN. UNEXCAVATED �JJZ -_ - JaJ � E -ICI IMF I I- METALLIC WARN 1 N6 TAPE —1 I F11=I -'^" 111— r 2 TYP I GAL) 11fI! ffil�Ill� I1 ELEG.CONDUIT ( 2) TELGO_,P CONDUIT I8' HIDE TRENCH OR A5 REO'D BY POHER / TELEPHONE GO. N K H Z8oJsZ , L -J-J [r Y W F -R 14 R D W ce J `tom COMPACTED SAND COMPACTED BACK FILL TO 95% PROCTOR DEN5I TY PARALLEL METALLIC WARNIN6 TAPE ( I TYP.) INEXGAVATED ,OMPAGT TO 95% STD. 'ROCTOR DENSITY :LEG. CONDUIT .OMPAGTED SAND 2) TELCO CONDUITS ES' HIDE TRENCH OR AS REQ'D BY POWER / TELEPHONE CO. STAGKED ELECTRICAL/ TELCO TRENCH SCALE: N.T.S. NOTES, I) CABLE TRAY NOT 5HOYN FOR CLARITY. 2) CONTRACTOR TO COORDINATE H/ANTENNA MANUF. ON ANTENNA A COAXIAL CABLE GROUND BAR SPACI N6 -FOR PROPER 6ROUNDI N6 UPPER ANTENNA GROUND BAR MOUNTED DIRECTLY TO TOWER HITHOUT INSULATORS HARD SHELL 6ROUN12 KIT (TYP.) TYPICAL COAXIAL GROUNDING SCALE: N.T.S. PVL CONDUIT PLUS COAXIAL GABLES (N) PIPE !n.HARD CONDUIT SHELL COUPLING ON LAYOUTS GROUND KIT (TCP.) CONDUIT STUB THRU CON. PAD -6 LONER ANTENNA b) TCP OF &ROUND TEST HELL GROUND BAR i TO BE FLUSHED WITH (LOCATED BELOW 1/O E-4 if ON (E) OR (N) _ ""�i TOER) WITH INSULATORS 3 TYPICAL (SEE DETAIL REF. NOTES THIS SFEET SECTION 3-5/SHT- N-3 TYPICAL COAXIAL GROUNDING SCALE: N.T.S. REFER DETAIL 5/E-2 PVC SC1 DULE��I � 2' RADIUS MIN. SIZE AS SHOWN HORIZONTAL RUNS OF ON LAYOUTS UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UNDERGROUND CONDUIT STUB UPS SCI LEz N.T S PVC CONDUIT PVC CONDUIT PLUG COUPLING CONCRETE PAD GRAOE .s..vsx. DETAIL 5/E-2 PVL CONDUIT PLUS PVC CONDUIT ABOVE GRADE CONDUIT S HEpJLE 80 PVS COUPLING ON LAYOUTS GRADE REFER DETAIL 5/E-2 PVC SC1 DULE��I � 2' RADIUS MIN. SIZE AS SHOWN HORIZONTAL RUNS OF ON LAYOUTS UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UNDERGROUND CONDUIT STUB UPS SCI LEz N.T S PVC CONDUIT PVC CONDUIT PLUG COUPLING CONCRETE PAD GRAOE .s..vsx. DETAIL 5/E-2 SCALE: N.T.S. SERVICE ENTRANCE RACEHAY (TOP OR BOTTOM FEED) IF BOLTEDHUB OR SELF BOND N6 HJB 15 USED BOND JUMPER IS NOT REQUIRED (TYP I GAL) NEUTRAL BUS NOTE, BOND NEUTRAL AND 6ROUND BUS AT SERVICE DISCONNECT GROUNDED (NEUTRAL) I ENTRANCE CONDUCTOR 1 SHALL BE A ( NEMA 3R. I METER SOCKET AND MAIN DISCONNECT ENGLOSLURE 200A MAIN BREAKER SERVICE DISGOhNECT GROUND BUS iTO ELECTRICAL SERVICE 6ROUNO ROD SERVICE ENTRANCE GROUNDIH SCALE: N.T.S. 3/8' 6ALV- LAG SCREWS 6L -5O320 3/8' LA6 SHIELD LS -6035 3/8" THREADED INSULATOR lfJl MT -520 A 1/4X4XI2' BU55 BAR /$X3/4. 5S BOLT 65-0412.01 SB -0306 a 00 e 3/8' 55 LOCK 5H-LO368°apeeoQa°oo 3/8X3/4' �-�� Vl n6no°uddn°abq 47 55-0506o s n / 6 a •2AH6X8' TINNED HIRE LEAD H/THERMOHELD MT -585-7 LEAD 5HOHN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96') 3/BLO CX 6ALV LK HASHER 6H-LO3- 3/8' 6ALV NUT J 6N-03 a 2AH6X8' TI ICED HI LEAD H/THERMOHELD MT -585-T GROUND GQ -I-1/4 U -FI TT I N6 p ttl'a&A MT -500 .r t�-Sl ANGLE ADAPTOR AA -5L GROUND AND BUSS BARS 7 SCALE: K T.S \__ PVC SCHDULE BO PVC SCHEDULE 40 2' RADIUS MIN. SIZE AS SHOWN SIZE AS SHOWN ON LAYOUTS ON LAYOUTS UNDERGROUND CONDUIT STUB THRU CON. PAD -6 O CND. AND ROP CONN. (5/8•) SCALE: N.T.S. SERVICE ENTRANCE RACEHAY (TOP OR BOTTOM FEED) IF BOLTEDHUB OR SELF BOND N6 HJB 15 USED BOND JUMPER IS NOT REQUIRED (TYP I GAL) NEUTRAL BUS NOTE, BOND NEUTRAL AND 6ROUND BUS AT SERVICE DISCONNECT GROUNDED (NEUTRAL) I ENTRANCE CONDUCTOR 1 SHALL BE A ( NEMA 3R. I METER SOCKET AND MAIN DISCONNECT ENGLOSLURE 200A MAIN BREAKER SERVICE DISGOhNECT GROUND BUS iTO ELECTRICAL SERVICE 6ROUNO ROD SERVICE ENTRANCE GROUNDIH SCALE: N.T.S. 3/8' 6ALV- LAG SCREWS 6L -5O320 3/8' LA6 SHIELD LS -6035 3/8" THREADED INSULATOR lfJl MT -520 A 1/4X4XI2' BU55 BAR /$X3/4. 5S BOLT 65-0412.01 SB -0306 a 00 e 3/8' 55 LOCK 5H-LO368°apeeoQa°oo 3/8X3/4' �-�� Vl n6no°uddn°abq 47 55-0506o s n / 6 a •2AH6X8' TINNED HIRE LEAD H/THERMOHELD MT -585-7 LEAD 5HOHN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96') 3/BLO CX 6ALV LK HASHER 6H-LO3- 3/8' 6ALV NUT J 6N-03 a 2AH6X8' TI ICED HI LEAD H/THERMOHELD MT -585-T GROUND GQ -I-1/4 U -FI TT I N6 p ttl'a&A MT -500 .r t�-Sl ANGLE ADAPTOR AA -5L GROUND AND BUSS BARS 7 SCALE: K T.S LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH. 8' (96') SURGE ARRESTOR GROUNDBAR 9 SCALE: N.T.S. NOTE BELOW GROUND RINGII GRADE 2'-6' 115 HATT HI6H 2' TO PPG PRESSURE SODIUM LI6HT PFO L16HT� 6FI ,RISER TO f LIGHT I I -U•TOOLT UNI5TRIJT VERT. PIPES O USE CONCRETE BOOT (TYP.) mm 6F 4 I1 = 0 1 FRONT ELEVATION 6" TEST WELL DETAILQ SCALE: MT. S. (5 ELETRIC DETER 't SERVILE D15GONNE1T [ PLAN VIEW ELETRIG METER W/ SERVICE DISCO UNISTR)T TO AD- )5TED AS NEED TO ACGOMODAI METER a POSITRI 13OX (IF U5E .-BURNDY CONNECT[ TO RACK LEG TYPICAL -3'm 6ALVANI ZED STEEL PIPE SCH. 40 - 6ROUND LEAD rCADWELD TO GROUND RING, TYPI GAL - EQIJ I PMENT 6ROUND RING UTILITY FRAME ID SCALE: N.T.S. 510E ELEVATION FILL OA 240V I 9 ERG. GEN. GEPTALLE ( RECEPTACLE OV Im m a= __ W—T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUNBURG, ILLINOIS 50193 ph. (847) 895-3640 fox. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 1 FOR CLIENT PfVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 DATE: �fo-1RES 12/31/02 l'J GROUNDING DETAILS o DATE: 10-01-02 Q SCALE: A5 NOTED DRAWN: CDG W -T # T02395 Y SHEET ru E=6 O 0 GENERAL., NOTE5: -2X23' BU55 BAR O) 1' GROUND ROD 2' Oj LYNCltE (p2 ECI.II VALENT) XB -I I HT -66130.01 OFF CENTER TO PROVIDE OR YA -17 C19VER 5KK ADEQUATE HORKIN6 SPACE. O CND. AND ROP CONN. (5/8•) b) TCP OF &ROUND TEST HELL N2 SOL- CAP HELD TYPE 6T 5/5X& -S/4" 6ALV ALL THREAD ROD TO BE FLUSHED WITH 6D-03625 FINISHEP SURFACE. CONFECTION GAO HOLD 06TC161T _ c) MOLDS ARE CADWELD HOLDS HEAVY DUTY. LAD HELD METAL .90 el' NOTE B LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH. 8' (96') SURGE ARRESTOR GROUNDBAR 9 SCALE: N.T.S. NOTE BELOW GROUND RINGII GRADE 2'-6' 115 HATT HI6H 2' TO PPG PRESSURE SODIUM LI6HT PFO L16HT� 6FI ,RISER TO f LIGHT I I -U•TOOLT UNI5TRIJT VERT. PIPES O USE CONCRETE BOOT (TYP.) mm 6F 4 I1 = 0 1 FRONT ELEVATION 6" TEST WELL DETAILQ SCALE: MT. S. (5 ELETRIC DETER 't SERVILE D15GONNE1T [ PLAN VIEW ELETRIG METER W/ SERVICE DISCO UNISTR)T TO AD- )5TED AS NEED TO ACGOMODAI METER a POSITRI 13OX (IF U5E .-BURNDY CONNECT[ TO RACK LEG TYPICAL -3'm 6ALVANI ZED STEEL PIPE SCH. 40 - 6ROUND LEAD rCADWELD TO GROUND RING, TYPI GAL - EQIJ I PMENT 6ROUND RING UTILITY FRAME ID SCALE: N.T.S. 510E ELEVATION FILL OA 240V I 9 ERG. GEN. GEPTALLE ( RECEPTACLE OV Im m a= __ W—T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUNBURG, ILLINOIS 50193 ph. (847) 895-3640 fox. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TRUCTION 1 10-01-02 1 FOR CLIENT PfVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 DATE: �fo-1RES 12/31/02 l'J GROUNDING DETAILS o DATE: 10-01-02 Q SCALE: A5 NOTED DRAWN: CDG W -T # T02395 Y SHEET ru E=6 O 0 N=7 III I I PROVIDE HOOKS AS I I SHOWN TOP 8 BOTTOM #5 TYPICAL Ili Fk} III I I `I I TYPICAL CORNER BAR AT GRADE BEAM PLAN VIEW SCALE: N.T.S. i r I CHAMFER TYP. 6" COMPACTED FILL REFERENCE 6EOTECHNIGAL REPORT FOR SUB6RADE PREPARATION ❑" a N 4 — -. -_- - - - s - - ----- O 6 L a V32" 4 n ❑ 5" GONG. 5LAB-ON-6RADE OVER 5" OF WELL COMPACTED GLEAN SELECT FILL REINFORCED — #5 12" O.0. EACH WAY AT MID DEPTH, REFER TO 6EOTEGHNIGAL I REPORT FOR FILL REQUIREMENTS #5 TOP 4 BOTTOM #3 STIRRUPS ®18" OC. 3" 3' #3 MAT 12" OG. TYP. CILEARAN #5 CORNER BARS TOP dLEARANCE 2" TYP. CLEARANCE BOTTOM _TYPICAL GRADE BEAM SECTION SCALE: N. T. 5. TYPICAL PLAN VIEW OF SLAB WITH EQUIPMENT G SCALE: N. T. 5 �/ DETAIL 2 TH15 SHEET BT5 CABINET (TYPICAL) 1/2" 0 EXPANSION BOLT OR SLEEVE ANCHOR EMBED MINIMUM 3/4" PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4) '�\\��\\��\\rte\\f \�\��\\f�•� >, .' %'K' a TYPICAL MOUNTING ON CABINET TO SLAB SCALE N.T.S TOP OF CONCRETE PAD 6 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 18471 895-3540 fox. 18471 BOS-9985 T m sMobile! 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR C0145TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n s+rar►1u . J ODATE _ 12/31/02 r, CONCRETE PAD DETAILS o. 0 DATE: I 0-01-02 Z SCALE: A5 NOTED o DRAWN: CDG U } W -T # T02395 m a SHEET 0 S .` ❑ G J C G ! t I FUTURE NOKIA NOKIA NOKIA NOKIA EXTENSION EXTENSION EXTRA TALK CITY TALK EQUIPMENT EQUIPMENT AG/DG BASIC, I ❑ 41 CABINET CABINET SITE SUPPORT CABINET I CABINET L------ I I a 1 1 ❑ 4 a ❑ f 1 ❑d � I ❑ I 4 4, a ❑ — — - — — — —Q — _ — — — — �— �— — 4 — — — — — 4 d d 4 4 4 4 1 #5 TOP 4 BOTTOM #3 STIRRUPS ®18" OC. 3" 3' #3 MAT 12" OG. TYP. CILEARAN #5 CORNER BARS TOP dLEARANCE 2" TYP. CLEARANCE BOTTOM _TYPICAL GRADE BEAM SECTION SCALE: N. T. 5. TYPICAL PLAN VIEW OF SLAB WITH EQUIPMENT G SCALE: N. T. 5 �/ DETAIL 2 TH15 SHEET BT5 CABINET (TYPICAL) 1/2" 0 EXPANSION BOLT OR SLEEVE ANCHOR EMBED MINIMUM 3/4" PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4) '�\\��\\��\\rte\\f \�\��\\f�•� >, .' %'K' a TYPICAL MOUNTING ON CABINET TO SLAB SCALE N.T.S TOP OF CONCRETE PAD 6 W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. 18471 895-3540 fox. 18471 BOS-9985 T m sMobile! 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR C0145TRUCTION 1 10-01-02 FOR CLIENT REVIEW AR1016.A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 n s+rar►1u . J ODATE _ 12/31/02 r, CONCRETE PAD DETAILS o. 0 DATE: I 0-01-02 Z SCALE: A5 NOTED o DRAWN: CDG U } W -T # T02395 m a SHEET 0 S .` STR LTURAI- hIQTES: CODES 8 STANDARDS 1.1691 SBC 2. STRUCTURAL CONCRETE: BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AGI 318-G5 3, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, AGI 302.IR-8G GENERAL 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BE6INNIN6 NORK, AND NOTIFY THE ONNER OF ANY CONDITIONS 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 TONER AND EQUIPMENT BUILDING FOUNDATIONS. 3. CONTRACTOR SHALL FOLLOW THE CONSTRUCTION GUIDELINES PROVIDED IN THE 6EOTE6HNICAL REPORT. 5TRVCTURAL FIL I. SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY SITE PREPARATION AND IN AREAS WHERE REQUIRED TO BRIN6 6RADE TO PROPER ELEVATION. 2. PRIOR TO PLA6IN6 REQUIRED FILL MATERIAL,REMOVE FROM THE SITE ALL GOBBLES, BOULDERS, AND VEGETATION, AS WELL AS OTHER DELETERIOUS MATERIALS, INGLUDIN6 ANY LOOSE OR EXCESSIVELY OR6ANI6 MATERIAL FROM THE EXISTING SUB6RADE. 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, TE5TIN6, AND PROOF -ROLLING AS SPECIFIED IN THE 6EOTE6HNI6AL EXPLORATION REPORT. PROOF-ROLLIN6 PROCEDURES SHOULD BE OBSERVED BY THE PROJECT 6EOTECHNI6AL ENGINEER OR HI5 REPRESENTATIVE. 3. THE EXPOSED 5U56RADE SHOULD NOT BE ALLONED TO DRY OUT PRIOR TO PLAGIN6 STRUCTURAL FILL. 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LE55 THAN 40. 6RADATION OF MATERIAL SHALL BE AS FOLLON5: NO PARTICLES GREATER THAN 3 INCHES PERCENT PASSING NO. 4 SIEVE 40%-80% PERCENT PASSING NO. 40 SIEVE 10%-50% PERCENT PASSIN6 NO. 200 SIEVE LE55 THAN 20% 5. STRUCTURAL FILL SHALL BE PLACED IN L005E LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS, WATERED AS REQUIRED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DEFINED 1N TXDOT TEST METHOD TXDOT-113-E AT A MOISTURE CONTENT NITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. 6. COMPACTION AND MOISTURE CONTENT OF 5UB6RADE AND EACH LIFT OF STRUCTURAL FILL SHALL BE IN5PE6TED AND APPROVED BY A QUALIFIED EN6INEERIN6 TECHNICIAN, SUPERVISED BY A 6EOTE6HNICAL ENGINEER. 7. PROVISIONS FOR DRAINA6E AND MAINTENANCE SHALL BE AS PER THE 6EOTECHNICAL EXPLORATION REPORT. SLAB -ON -GRADE FQUNPATIONS 1. 5LAB-ON-6RADE FOUNDATIONS ARE DES16NED TO BEAR ON WELL COMPACTED, GLEAN FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1.7 KSF FOR THE EQUIPMENT BUILDING, AS PER THE 6EOTEGHNIGAL EXPLORATION REPORT. THE SELECT STRUCTURAL FILL SHALL BE A MINIMUM DEPTH OF 8 INCHES BELON FINISHED GRADE ELEVATION AS PER 6EOTEGHNIGAL EXPLORATION REPORT. 2. SLAB -ON -GRADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE KITH THE 6EOTEGHNIGAL REQUIREMENTS AND ENGINEERING DES16N FOR SITE PREPARATION, DRAINA6E,AND MAINTENANCE, 3. PLACE A 6 NIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED SOIL PRIOR TO PLAGIN6 FOUNDATION SLAB. 4. REFER TO PLANS FOR STIFFENED SLAB-ON-6RADE DIMENSIONS, THICKNESS, AND REINFORCIN6. STRUCTURAL NOTES FOR CONCRETE SLAB SCALE: N.T.S. I. CONCRETE DE516N AND REINFORCEMENT IN ACCORDANCE WITH "BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", AGI 318-95 AND WITH "DETAILS AND DETAILIN6 OF CONCRETE REINFORCEMENT", AGI 315-80, REVISED 1685. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AGI 301-8G. 3. NO CONCRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE REVIEW OF THE ENGINEER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND 5HORIN6 AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL_ 5. PLAGIN6 OF CONCRETE IN PIERS SHALL BE THROU6H "ELEPHANT TRUNK" TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE CONCRETE DOES NOT EXCEED 6 FEET. ALTERNATE PLACEMENT METHODS OF CONCRETE, W1TH OR WITHOUT ADMIXTURES, SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. 6. CAST IN PLACE CONCRETE SHALL BE NORMAL WE16HT CONCRETE WITH A DESI6N STREN6TH OF 3,000 P51 AT 28 DAYS, AND A SLUMP BETWEEN 3" AND 5". CONCRETE REINFOFCI_N�C I. REINFORGIN6 STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS 1N ACCORDANCE WITH A.S_T.M_ SPECIFICATION A615 6RADE 60. 2. DETAILIN6 OF REINFORGIN6 STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILIN6 MANUAL 3. ALL HOOKS AND BENDS IN REINFORGIN6 BARS SHALL CONFORM TO AGI DETAILIN6 STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALLS DETAIL REINFOR6IN6 AS FOLLOWS: o) LAP TOP REINFORGIN6 BARS AT MID SPAN. b) LAP BOTTOM REINFORGIN6 BARS AT THE SUPPORTS_ G) LAP REINFORGIN6 BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) STA66ER SPLICING OF HORIZONTAL REINFORGIN6 48" e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF INTERSEGTIN6 BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE NELDIN6 OF REINFORGIN6 STEEL WILL NO T BE PERMITTED. 6. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. -1. THE FOLLONIN6 MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWIN65: o) CONCRETE CAST A6AIN5T AND PERMANENTLY EXPOSED TO EARTH 3" b) CONCRETE EXPOSED TO EARTH OR WEATHER I) #6 THROU6H X18 2.0" II) #5 AND SMALLER 1.5" 8. ALL REINFORCIN6 AGGE55ORIE5 SHALL BE STAINLESS STEEL, 6ALVANIZED, OR PLASTIC TIPPED } C u v "m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLINOIS 50193 ph. (847) 895-3540 fax. (847) 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 OFFICE: FAX: 2 10-04-02 FOR CON5TPUC7ION 10-01-02 F FOR CLIENT PEVIEW AR 1016-A SBA COLONEL GLENN 10720 COLONEL GLENN ROAD LITTLE ROCK, ARKANSAS 72204 CAR"SAS E0 TERED SIONALNEE6 - slcH,+ DATE: 12/31/02 NOTES DATE: 10-01-02 SCALE: A5 NOTED DRAWN: CDG W -T # T02395 SHEET S=2