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THE DESIGN WIND SPEED IS 90 MPH (3 SECOND GUST SPEED) PROPOSED T-MOSILE 12.3-) ANTENNAS � O 150' -Cr c -a PANEL ANTENNA MOUNTING (2+1 FUTURE ANTENNAS PER SECTOR) AZIMUTH 0' ® i5o, RAD CENTER AZIMUTH 120' ® 150' RAD CENTER AZIMUTH 240 ® 150' RAD CENTER ANTENNAS q ® 120'-0' (N) 150'-0' MONOPOLE DOWNTiLT ASSEMBLY ANTENNA PIPE REQUIRED FOR ALL PANEL TYPE ANTENNAS TNA/LNA COMEI4ER (OIJTL.ET5 TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER)- , No. 6 STANDARD 'o GREEN INSULATED CABLE SCHEDULE (N) ICEBRIDGE — io x 5 1 GROUND BAR (2 0 HOLE LUGS Ea END) O' a (N) GPS WITH 1 /2" SECURED WITH 1/r r FOAM CABLE. 12' VRR65-19-CODP 150' ABOVE GROUND, ON 1/r FOAM COAX JUMPER 1 ICE BRIDGE POST 0' 2 MOBILE LINES TO BTS AZIMUTHS AND LNA'S C-6 Cf1YTALK CITA TO BE VERIFIED BY RF 150' EQUIPMENT (1) — 1-5/8' 0 PROJECT MANAGER 6 (N} PPC AND 5' FOR INFORMATION. 150' E-4 LCO RACK (1) — 1-5/8' 0 9-3 (N) CHAIN 120' 150' LINK FENCE (E) CHAIN B-2 RR65-19—GOOP LINK FENCE 150' 180' In GROUND ELEVATION 5 5 3 (N) PLATFORM (N) MONOPOLE 1 2 STEEL FRAME FOUNDATION C-4 C-4 C-5 C--5 LEGS AND (N) W/HANDRA3L AND C-1 CONCRETE STAIRS 150' BLOCKS (1) — 1-5/8' DOWNTiLT ASSEMBLY ANTENNA PIPE REQUIRED FOR ALL PANEL TYPE ANTENNAS TNA/LNA COMEI4ER (OIJTL.ET5 TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER)- , No. 6 STANDARD 'o GREEN INSULATED CABLE SCHEDULE GROUND WIRE TO io UPPER ANTENNA RAD COAXIAL CABLE CENTER LENGTH t* GROUND BAR (2 A-1 HOLE LUGS Ea END) O' JUMPERS TO BE 1B0' SECURED WITH 1/r A-3 ANDREWS BUTTERFLY HANGERS W/ 1" STANDOFFS VRR65-19-CODP 150' �� 1/r FOAM COAX JUMPER A-2 (MAX LENGTH 6') 0' TRANSMISSION NOTE ALL DOWN TILT, LINES TO BTS AZIMUTHS AND LNA'S RRGS-19—OODP TO BE VERIFIED BY RF 150' SITE DATA SHEET. SEE (1) — 1-5/8' 0 PROJECT MANAGER RRGS-19—OODP 5' FOR INFORMATION. 150' MIN. BIPOLAR PANEL ANTENNA r27 -NAND LNA MOUNTING DETAIL C-3 SCALE: N.T.S. COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PER THE FOLLOWING INSTRUCTION: 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3' OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOWS: FIRST- ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED). SECOND- AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY). THIRD- AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH) THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE (SIXRED) {FIVE RED) (FOUR RED) (TWO RED) (ONE RED) (THREE RED) LDIVERSFTYJ TURJ LMAINJ A-2 * A-3 A-1 (THREE BLUE) C--1 (ONE BLUE) MAIN (FIVE BLUE) Ic *C 3 S� (SIX BLUE) FUTUREJ 0' (TYPICAL) 40 12: (SIX YELLOW} *B-3 (FIVE YELLOW) L FUTURE ; j (FOUR YELLOW) "' B -Z (TWO YELLOW) LDIVERSITY BETA (TWO BLUE) (ONE YELLOW) c -z s--1 (FOURBLUE)BLUE) (THREE YELLOW) DNERSITI L MAIN,,., 12 -UNE COLOR CODING NOTE: 1- AZIMUTHS SHOWN ARE TYPICAL SEE RFDS FOR ACTUAL AZIMUTHS. 2- AZIMUTH WILL BE PLACED BY MAGNETIC NORTH ONLY TYPICAL ANTENNA PLAN_ C-3 N.T.S. - Lk'�.l.o N Cuu2 nMEONS BY U n0 CONST. AD QA REVlEIf ]T Z r �pLdN Ll Big: �S co i < a Ox >Y Zo=n.o Z=UZo: wQLm 0 Q Q :3 ORM" wh JT COAX AND ANTENNA BCHEDuLE I 4 'a""'cs.a g , 1 TOWER ELEVATION C-3 N.T.S. C 3- ANTENNA AND COAXIAL CABLE SCHEDULE COAX MARK ANTENNA A21MUTH RAD COAXIAL CABLE CENTER LENGTH t* COAXIAL CABLE A-1 RR65-19—OODP O' 150' 1B0' (1) — 1-5/8' 0 A-3 RRSS-19—DOOP 0' 150' 180' (1) — 1-5/8' • A-2 RR655-19-000P 0' 150' 180' (1) — 1-5/8' A-4 RRGS-19—OODP 0' 150' 180' (1) — 1-5/8' 0 B-1 RRGS-19—OODP 120' 150' 180' (1) — 1-5/8' 0 9-3 RR65-19—COOP 120' 150' 180' (1) — 1-5/8' B-2 RR65-19—GOOP 120- 150' 180' (1) — 1-5/5' 0 B-4 RR65-19-000P 120' 150' 180' (1) — 1-5/8' 0 C-1 RR65-19—OODP 240' 150' ISO, (1) — 1-5/8' C-3 RR65-19—OODP 240' 150' 180' (1) — 1-5/8' 0 C-2 RR85-19—OODP 240' 150' 160' (1) — 1-5/5' • C-4 RR65-19—OGDP 240 150' 160' (1) — 1-5/8' 0 TOTAL LENGTH 2160' - ESTIMATED LENGTH CONTRACTOR TO FIELD VERIFY Lk'�.l.o N Cuu2 nMEONS BY U n0 CONST. AD QA REVlEIf ]T Z r �pLdN Ll Big: �S co i < a Ox >Y Zo=n.o Z=UZo: wQLm 0 Q Q :3 ORM" wh JT COAX AND ANTENNA BCHEDuLE I 4 'a""'cs.a g , 1 TOWER ELEVATION C-3 N.T.S. C 3- r,� 511 (N) ICEBRIDGE (N) GPS WITH 1/2"• FOAM CABLE. 12' ABOVE GROUND, ON ICE BRIDGE POST (N) T -MOBILE G-6 CIT'1'TALK EQUIPMENT 6 (N) PPC AND E-4 LCO RACK (N) CHAIN LINK FENCE (E) CHAIN LINT( FENCE 5 3 {N} PLATFDfiM✓ �" � (N) MONOPOLE 1 2 c-5 c s LEGS AND STEEL FRAMHANDRAIL E FOUNDATION c-4 c-4 CONCRETE STAIRS BLOCKS 1 TOWER ELEVATION _ C 3 N.T.S. —� COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PER THE FOLLOWING INSTRUCTION: 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3' OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOWS: FIRST— ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED). SECOND— AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY). THIRD— AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH) THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR — RED BETA SECTOR — YELLOW GAMMA SECTOR — BLUE AN CABLE SCHEDULE COAX MARK ANTENNA ANALYSIS AND DESIGN OF TOWER ANTENNA MOUNTING AND FOUNDATION BY OTHERS. REFER DESIGNED 7 EET LOCAL BUILDING COAXIAL CABLE A-1 (SIX REQ) (FIVE RED ) TO APPROPRIATE SHEETS FOR MORE INFORMATION. NO ERECTION OR MODIFICATION OF TOWER AND FOUNDATION SHALL CODES AND AJNSI I�I�+-222—F STRUCTURAL STANDARDS FOR STEEL �-DN#�ADSUPPORTING 180' DOW7MLT ASSEMBLY (FOUR RED) (TWO RED) (ONE RED) (THREE RED) I I LRJ BE MADE WITHOUT' APPROVAL OF STRUCTURAL ENGINEER WIND gSM� ISRES• ANTENNA PIPE REQUIRED FOR ALL II LOIVERS"i LMAINJ A-2 RR65-19-000P 0' I PANEL TYPE 180' (1) - 1-5/B' ■ 90 MPH (3 SECOND GUST SPEED) RR65-19-000P ANTENNAS A-2 * A-3 A-1 180' (1) - 1_5/g' 0 TNA/LNA COMBINER RR63-19-DODP 120' 150' 180' (OUTLETS TO FACE B-3 (THREE BLUE) SECTOR 1 (FOUR YELLOW) 120' 150' DOWN -VERTICAL) (1) - C-1 ALPHA RA65-19-OMP PROPOSED T -MOBILE 23 #6 SHIELD 180' (ONE BLUE) (TWO YEYL0IY ) B-4 ANTENNAS rE O i50'-0' �_y (MECHANICAL GROUND VIA ROUND MAIN 0' (TICAL) D�g�. (1) - 1-5/6' PANEL ANTENNA MOUNTING MEMBER AQAFrrER 240' 240' 1 aU iB0 (2+1 FUTURE ANTENNAS PER SECTOR) C-3 RR6.-19-o00P 240 150' AZIMUTH 0' a ISO- RAD CENTER (1) - 1-5/8' 0 C-2 (FIVE BLUE) (SIX YELLOW) 240' AZIMUTH 120' O 150' RAD CENTER AZIMUTH 240' O 150• RAD CENTER No. 6 STANDARD GREEN INSULATED b T * C-3 GAMMA BETA ir8-3 RR85-19-OODP 240' GROUND WIRE TO co (SIX BLUE) (FIVE YELLOW) �FUTUREJ UPPER ANTENNA 2180' - ESTTAIATO LENGTH CONTRACTOR TO FIELD VERIFY GROUND BAR (2 - FUTURE HOLE LUGS FA END) JUMPERS TO BE (IWO BLUE) (ONE YELLOW) SECURED WITH 1/7 C-2 H-1 PROPOSED 2 3 ANDREWS BUTTERFLY HANGERS W/ 1' STANDOFFS (FOUR BLUE) CMREE YELLOW) ANTENNAS 9 O 120'-0'. C-3 JJ DNER$fTY, LMAIN,M1r RR65-19-OODP 1/t FOAM COAX JUMPER (MAX LENGTH 8') m TRANSMISSION LINES TO BTS NOTE: ALL DOWN TILT, 12 -UNE COLOR CODING • AND TOl BE VERIFIED BY' RF SITE DATA SHEET. SEE NOTE PROJECT MANAG 1-{i IMUTHS SHOWN ARE FOR INFORMATION. SEE�RFDS FOR ACTUAL AZIMTUTHS. M1N. 2- AZIMUTH WILL 13Effy p MAGNETIC NORTH ONLY (N) 150'-0' MONOPOLE " BIPOLAR PANEL ANTENNA 3 TYPICAL ANTENNA PLAN z AND LNA MOUNTING DETAIL- N.T.S. z a C-3 SCALE N.T.S. r,� 511 (N) ICEBRIDGE (N) GPS WITH 1/2"• FOAM CABLE. 12' ABOVE GROUND, ON ICE BRIDGE POST (N) T -MOBILE G-6 CIT'1'TALK EQUIPMENT 6 (N) PPC AND E-4 LCO RACK (N) CHAIN LINK FENCE (E) CHAIN LINT( FENCE 5 3 {N} PLATFDfiM✓ �" � (N) MONOPOLE 1 2 c-5 c s LEGS AND STEEL FRAMHANDRAIL E FOUNDATION c-4 c-4 CONCRETE STAIRS BLOCKS 1 TOWER ELEVATION _ C 3 N.T.S. —� COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PER THE FOLLOWING INSTRUCTION: 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3' OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOWS: FIRST— ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED). SECOND— AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY). THIRD— AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH) THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR — RED BETA SECTOR — YELLOW GAMMA SECTOR — BLUE i:� a COAX AMD ANTENNA SCHEDULE C-3 �C i4e 0 ■ !M N NIN n! JT C-73 ANTENNA AND COAXIAL CABLE SCHEDULE COAX MARK ANTENNA AZIMUTH RAD COAXIAL CABLE CElJTER LENGTH +� COAXIAL CABLE A-1 RR85-19-00DP 0' 150' 180' (1) - 1-5/8' ■ A-3 RRSS-I9-OODP 0' 150' 180' (1) - 1-5/8' ■ A-2 RR65-19-000P 0' I 150' 180' (1) - 1-5/B' ■ A-4 RR65-19-000P 0' 150' 180' (1) - 1_5/g' 0 B-1 RR63-19-DODP 120' 150' 180' (1) - 1-5/8' 0 B-3 RR65-19-000P 120' 150' 180' (1) - B-2 RA65-19-OMP 120' t50' 180' (1) - 1-5/8' 0 B-4 RROS-19-GODP 120' 15V 180' (1) - 1-5/6' Cr1 RR65-19-p00P 240' 15D iB0 (1) - 1-5/8' C-3 RR6.-19-o00P 240 150' 180' (1) - 1-5/8' 0 C-2 RR65-19-ODDP 240' 150' 160' (1) - 1-5/8' ■ C-4 RR85-19-OODP 240' 150' 180' (1) - 1-5/8' TOTAL LENGTH 2180' - ESTTAIATO LENGTH CONTRACTOR TO FIELD VERIFY i:� a COAX AMD ANTENNA SCHEDULE C-3 �C i4e 0 ■ !M N NIN n! JT C-73 PROJECT TYPE NEW ANTENNAS MOUNTED ON NEW 150' MONOPOLE WITH NEW ASSOCIATED UNMANNED COMMUNICATION EQUIPMENT APPROVED FOR CONSTRUCTION DIRECTIONS TO SITEx PROPERTY OWNER OR REP. RF R TAKE BOWMAN RD. NORTH TILL RUNS INTO NAPA VALLEY DR. CHURCH 0 PROPERTY ON RIGHT. CONSTRUCTION NETWORK rd E Tobilc f ZONING OPERATIONS REAL ESTATE OTHER VICINITY MAP SITE NUMBER SHEET INDEX AR -01028-A 4""'""` _. - r SHT. • TITLE REV. SITE NAME rr9 i 81 �E � �• , K, T-1 TITLE SHEET 0 AGAPE CHURCH - RAWLAND N-1 GENERAL NOTES 0 N-2 GENERAL NOTES 0 SITE ADDRESS N-3 GENERAL NOTES k ee ww lfr 701 NAPA VALLEY DR. ,�'� s �*�- C-1 SURVEY (SY OTHERS) Xr- 1 ARKANSAS • C-2 SITE PLAN 0 LITTLE ROCK, AR 72211 4'' * * * C-3 ANTENNA & ELEVATION 0 REGISTERED C-4 CONSTRUCTION DETAILS 0 f _ `•, .+ ` r a. '� A r. "Yc r Y; ;y - PULASKI COUNTY PROF SS! N4L C-5 STRUCTURAL DETAILS 0 " E-911 ADDRESS SAME AS SITE ADDRESS y I C-6 EQUIPMENT LAYOUT AND DETAILS 0 E-1 ELEC/TELCO LAYOUT 0 0.997! LATTITUDE: N 34 45' 37.47' (NAD 83) �Iy�Q► , E-2 ELEC/TELCO WIRING 0 k FQMd E-3 GROUNDING LAYOUT 0 N 34.760408' (WGS 84) "ter BUILDING CODES LONGITUDE: W 92' 13' 33.83" (NAD 83) E-4 GROUNDING DETAILS 0 i-[ G 2000 IFC W 92.226064' (WGS 84) S-1 CABLE TRAY DETAILS W/ 0 lsss NEC ELEVATION: 591.75' (AMSL) STRUCTURAL NOTES SITE LOCATION PROJECT SUMMARY SITE INFORMATION LANDLORD APPLICANT i 471:1,!{ 014 J -�, $ JURISDICTION: CITY OF LITTLE ROCK AGAPE CHURCH/SPECTRASITE COMPOUND T -MOBILE # t T m p TAX PARCEL NO.: TBD 701 NAPA VALLEY DR. 12120 COL. GLENN SUITE 1000 iEAOLE pOf TE �� � 1 4 @ v� CODE: SEE ABOVE LITTLE ROCK, AR 72211 LITTLE ROCK AR, 72207 r ` 1 V REC RI 2 ZONING: RESIDENTIAL CONTACT NAME: ROM BROWN CONTACT: ZONING MANAGER OCCUPANCY: UNMANNED PHONE: (501) 223-2525 Mwg�. CONSTRUCTION USE TYPE: 2C SOUTH DGECONSTRUCTION USE GROUP: U ES UR �f I N z h 0 ��• fl { r Sr'- 1r ` •_ ,� -� _ '�Y ; CONSULTANTS-- D BrO KS IN H I I PRIME CONSULTANT SURVEYOR E- r - d A S FZp f ' M ` ti�I MAX ENGINEERING, LLC CARTER & BURGESS, INC. y �p Ahi �✓ + i 9000 SW FREEWAY, SUITE 410 10809- EXECUTIVE CENTER, SURE 204 HOUSTON, TX 77074 - + F LITTLE ROCK, AR. 72211 v I��A SITE Tel m CONTACT: HAK FONG MA ���� _Y y ti r I PHONE; (5Q7)223-0.515 • Ln tbCATlO 'b z` _�. ' • PHONE: (713) 776-0629 - - ., - - ._ � '� B( i ..�' •� O• 77 Y FAX: (713) 776-9599 II1Bt R T.' <t� - RCF�kyp�p :CI ~'do ':3. � _ �j•� n y-1Pwtl�.oR� f[s L_: �..... ;4rNT;6liaLo--- to y P �o �i • t Ci F}VZRhjf4�i�I7 r r• _ >`ri ► �s C } - ISEQLITN g i�f PILL IWI .7 > > • 1A16TH' v f: la'<<! i i i'si7 CiPci T■ r� L 3 8TlRKfMOfOfll , ��o� ' UTILITIES gY 9++vr i goLnnr ' rior, �' __ ow ^ ER II 1RD o ? -'Q s Baptist F3Sp Ipal Cen[�r Rk m ARKANSAS ONE CALL TELEPHONE OWE i w z 15 c +PIIS D 0-- _ CONTRACTOR TO CALL 48 SW BELL ENTERGY //' n • r' 0 N1 t� ITY _ HOURS BEFORE DIGGING! #1 SHACKLEFORD 900 S. LOUISA" �`L @' d ( d PHONE: (800)482-8998 LITTLE ROCK, ARKANSAS LITTLE ROCK, ARKANSAS 1 ake Dam � �rs�� �• ---- .' tom' linin kes Dam CONTRACTOR RESPONSIBLE FOR 1-800-270-3850 PHONE: (501) 372-3900 a SaF�G�^ DAMAGE OF EXISTING UTILITIES PEDESTAL #: 703 METER #: 3019726 CA, L4AIiY CV ► ` - m I - •J- S DURING CONSTRUCTION -'• jAESOUITE � [� 5 IY�p - !{ ti : KAKIS COM ERC S�artdpiper Eak am.,.� - 1� �Gt„1-r• _� IXEr 7lVE.C�NT�q 1 j . )^' N:' REVISIONS BY h0 0 Qp CONST. AD © REVIEW JT U C7 0 m $ m m W z --M' 5 E Z ox 0 z .- CE N n w aw = co <a NOx>Y L'j- c < c� � � 7- Q La 0 a n J Duww BY. IT sEaarp er•. VD osE II !4 OE visa Sour I:I MWN H -x 0-Tl.drrg SHEET 14. T-1 DIVISION 1-- GENERAL NOTES PART 1 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. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. D. THE PURPOSE OF THE SPECIFICATIONS 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 VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. C. 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 AL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK. 1.3 CONTRACTS AND WARRANTIES A CONTRACTOR IS 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 RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 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 HRS FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 1.7 RELATED DOCUMENTS AND COORDINATION A GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.8 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. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTIUTION& B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIAS BEING INSTALLED. THE CONTRACTOR SHAT, IF DEEaIED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS. 1.10 QUALITY ASSURANCE A ALL WORK SHAT BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: 1. ANSI EIA - 222 - F 2. HUI ING OFFICIALS AND CODE ADMINISTRATORS (SOCA) 1936 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) 6. LIFE SAFETY CODE NFPA - 101-200D 1.5 CLEAN UP :r � Z 1'11 ADMINISTRATION A THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR A BEFORE THE COMMENCEMENT OF ANY WORK, THE RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT CONTRACTOR WILL ASSIGN A PROJECT 1JANAGER WHO WILL THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL ACT AS A SINGLE POINT OF CONTACT FOR ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT INCLUDING ALL THOR TOOLS, SCAFFOLDING AND MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK PROJECT WHICH WILL BE SUBMITTED TO THE OWNER CLEAN AND READY FOR USE. PRIOR TO THE COMMENCEMENT OF ANY WORK. B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND B. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT SMUDGES AND OTHER FOREIGN MATTER. OF THE WORK ON THE SCHEDULE, INDICATING A TIA1E BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM PERFORMED AT SITE, PROPERLY SEQUENCED AND ADJACENT SURFACES. COORDINATED WITH OTHER ELEMENTS OF WORK AND 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL STRUCTURE COMPLETION OF THE WORK. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR SMUDGES AND OTHER FOREIGN MATTER FROM WAILS/FLOOR/CEIUNG. PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER. CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT TOWER ERECTION FOREMAN (IF SUBCONTRACTED). SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 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 COMPLY WITH ALL APPLICABLE OSHA SAFETY REQUIREMENTS. F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. I. GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS OF CONSTRUCTION, BEFORE k AFTER PHOTOS OF CONSTRUCTION FROM ALL SIDES IN AND OUT OF COMPOUND. PLACEMENTS. J. IN THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL PATCH, REPAIR AND PAINT 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 PLACEMENTS. 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 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. C. CONTRACTOR MUST PRQVIDE PROOF OF INSURANCE. 1.13 PROJECT SAFETY A THE CONTRACTOR SHALL COMPLY WITH ARKANSAS AND FEDERAL HEALTH AND SAFETY REGULATIONS. 02830 FENCE ( IF REQUIRED ) PART 1 - 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 CONJUNCTION WITH THIS SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL WEIGHT OF ZINC COATING ON THE FABRIC SHALL BE NOT LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHAT BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT. 1.3 SEQUENCING A IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE 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. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. 1.5 APPLICABLE STANDARDS A ASTM -A53 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. ASTM -A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. C. ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE. D. ASTM -A392 SPECIFICATION FOR ZINC -COATED STEEL CHAIN LINK FENCE FABRIC. E. ASTM -A653 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. F. ASTM -A570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. G. FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 - PRODUCTS 2.1 FENCE MATERIAL A ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148') WIRE. VERIFY HEIGHT WITH PROJECT MANAGER. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOMEDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. ASTM A-392 CUSS 1. C. NOT USED. D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-53 AND OF THE FOLLOWING DIAMETER (00 PER FENCE INDUSTRY STANDARD). LINE 1-7/8 INCHES CORNER 31NCHES GATE 3 INCHES E NOT USED. F. ALL TOP AND BRACE RAILS SHALL BE 1 1/4C DIAMETER SCHEDULE - 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 SWILL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL. J. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS METAL MODEL 2083, OR EQUAL K. LATCHES, STOPS 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 CAP. N. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. 0. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO HOLD TENSION WIRE AT UNE POSTS. P. STRETCHER BARS SHALL BE 3/16 MCH BY 3/4 INCH OR HAVE EQUIVALENT CROSS SECTIONAL AREA Q. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8 INCH TRUSS ROD WITH TURNBUCKLES. R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALT HAVE A DOME CAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CUPS, BAND CUPS AND TENSION BAND CUPS. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. 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 POST FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH CONCRETE COVER UNDER POST B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ONE INCH IN EIGHT FEET. C. AT CORNER POSTS, GATE POST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CUPS AT 15 INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND - CUPS AT 15 INCH INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CUPS AT TWO FOOT INTERVALS. F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTATED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CONCRETE FOR FENCE POSTS SHALL HAVE A MINIMUM OF 3,000 PSI BREAKING STRENGTH AT 28 DAYS. 3.3 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PANT COLOR TO MATCH THE GALVANIZING PROCESS. It ARKANSAS %L t' REGISTERED 4 PROP Si �. l REVISIONS BY QO CONST. JAREVISIT U :r � Z � m > W a A CJ gr Z 3 n o� S d 1i m (A C W z N 0 r - Z 00 1 Q N J O x > Y a O W V Z Z 1Y Q 3C t' :3 Q DRAWN Dr: JT CNECKED an VD BiI aAs 11/14 02 nor s�.uE 1:1 DRAWIID MI&M 0-NS.dwg SNEER Na N-1 DIVISION 16 - GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION 1. DEFINITIONS A. AGB - ANTENNA GROUND BAR B. AWG - AMERICAN WIRE GAUGE C. EMT - ELECTRICAL METAL TUBING D. MGB - MASTER GROUND BAR E PVC -- POLY VINYL CHLORIDE CONDUIT F. RFI - RADIO FREQUENCY INTERFERENCE G. TAA TYPE DESIGNATION FOR CONDUCTOR ON THAT IS MOISTURE AND HEAT THERMOPLASTIC WITH A MAXIMUM OPERATING TEMPERATURE OF 75 DEGREES CELSIUS OR 167 DEGREES FAHRENHEIT. 2 SUBMITTAL CONTRACTOR IS COGNIZANT ALL JOU SITE CONDITIONS AND WORK TO EPERFORMED UNDER THIS CONTRACT. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST. AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION, CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES, 4. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 6. ELECTRICAL SERVICE 120 / 240 SINGLE PHASE 3 WIRE 200 AMP SERVICE 7 TDLSHALL BE PERMANENTLY AIN EACH PANEL BOARD. BOX, 3-B WITCH BOX. ETC., IN COMPLIANCE MATH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S-KA.). 8 CONTRACTOR $HALL INSURANCE,EQUIPMENTO�HSTA1iJITION. IX ALL OUCONSTRUCTiON TOOLS, TRANSPORTATION. ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRES). B- AND OF THE SAME AND EQUIPMENT THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. 10. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABUSHED BY ANSI, NEMA. 11. ALL TELLCT BURIAL INSTALLEDHSNOTED. SHALL SURFACE MOUNTED OR 12 WITH A BGOVERNING SSTATOUT THEIRIE. COUNTY ORK IN LOCAL ACCORDANCE O.S.H.A. 13 ONTRAS ACEI HALLSECUPAYURRE ALL NECESSARY BUILDING PERMIT QUIRED FEES. 14. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF .108 ACCEPTANCE BY OFL ANY FAULGTAT PERIOD SHALL HE CORRECTED TO DURINGTHAT BE ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 15. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE 16. PROVIDE PROJECT MANAGER WTH ONE SET OF COMPLETE ELECTRICAL 'AS INSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB. SHOVING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 17. ALL BROCHURES, OPERATING MANUALS, CATALOGS. SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT ,LOB COMPLETION, 18. ALL CIRCUIT BREAKERS, RISES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 19. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 20. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES PATH U.L. LISTED MATEREALS. 21. WIRE AND CABLE 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 AS 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 ABOVEGROUND CONDUIT SHALL BE SUNLIGHT RESISTANT SCHEDULE 60 PVC. C. ALL INDOOR CONDUIT SHAD_ BE EMT. D. FLEXIBLE CONDUIT MAY BE USED AT EQUIPMENT CONNECTIONS. FLEXIBLE CONDUIT 94ALL BE UEUID TIGHT, SHALL NOT BF LONGER THAN 8 FEET AND SHALL CONTAIN GROUND CONDUCTOR SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS, 27. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY, AND PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE IS EFFECTM- 28. UPON COMPLETION OF WORK. CONDUCT CONTINUITY. SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK iN A COMPL :E ANO UNDAMAGLO CONDITION, 29. CONTRACTOR TO COORDINATE PATH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE THE TEMPORARY POWER AND ALL HOOKUP COSTS TO SE PAID BY CONTRACTOR. GROUNDING STANDARDS 1.0 BACKGROUND 1.1 FORAS OF A MOB RRAADIIOYFACILIT THERE ARE FN DESIGNING A OGROUNDING INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH IS: A. LIGHTNING PROTECTION - TO MAINTAIN ALL EQUIPMENT AT THE SAME POTENTIAL DURING A LIGHTNING IMPULSE. B. RFI FOR NOISE -INDUCTION CONTROL - TO USH THE LOWEST IP POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT.. C. ELECTROSTATIC CONTROL - TO REDUCE ELECTROSTATIC DISCHARGE PROBLEMS. D. PERSONNEL SAFETY - TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. 1.2 A/C GROUNDING: ALL GROUNDING CONNECTIONS INSIDE OF CABINETS SHALL BE SCRAPED TO BARE METAL AND COATED WITH CONDUCTING LUBRICANT. STATION GROUNDING SYSTEM 20 MATERIALS: A. 1p2 AWG, BARE SCUD TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTORS 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 MGB SHALL BE GREEN INSULATED f2 WIRE BURNDY CONNECTED TO THE BUSS BAR AND CONNECTED TO THE GROUND RING ON A GROUND ROD. B. #'2 AWG, INSULATED STRANDED COPPER CABLE SHALL BE INSTALLED FOR INTERIOR GROUND BAR CONDUCIORS ON TENANT IMPROVEMENT SITES. C. 3/4' X 10'-O" GROUND RODS OF SOLID COPPER, STAINLESS STEEL OR COPPER CLAD HIGH STRENGTH STEEL- D. TEELD. 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 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 SMALL BE STAINLESS STEEL WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. CONST. 1 AD RPsVIE1F ]T W S o N 0 Q Q } n I W Z1b 1 JQ J x > Y � � Q w U Z ixW Z {� Q W J 0 Q ^ 3 DRAWN By: JT awckm er: YO/Hlki w�c 11/14/02 nar swc 1:1 Dr:~w�nc NWE O-N2.dwg sdEf Na N-2- 2.11 TENANT IMPROVEMENT SITE GROUNDING: H. ALL LUGS SHALL HAVE TWO HOLES FOR A DOUBLE BOLT FOR ROOF TOP ANTENNA INSIALLAEONS ADDITIONAL ANTENNA CONNECTION. GROUND BARS MAY HAVE TO BE INSTALLED AT EACH ANTENNA 2.1 MASTER GROUND BAR (MGB): MOUNT LOCATION. ALL ANTENNA MOUNTS SHALL BE GROUNDED AWG CONDUCTOR CONNECTED TO THE NEAREST PURPOSE OF THE MASTER GROUND BAR IS TO GROUND THE WITH A f2 BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. THE BTS AND ANY OTHER METALLIC OBJECTS AROUND THE BTS. ALL BUSS BARS, 80TH uG8 AND AGB(S), SHALL BE TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED 2.2 ANTENNA GROUND BAR (AGB): INDEPENDENTLY GROUNDING SYSTEM, AGB(S) MAY BE HOME RUN BACK TO THE µGB WHERE NO BUILDING STEEL i5 AVAILABLE TILE PURPOSE OF THE ANTENNA GROUND BAR IS PRIMARILY FOR PROTECTION. COAXIAL CABLE IS USUALLY THE ONLY LIGHTNING ITEM GROUNDED TO THIS BAR. HOWEVER IT IS ACCEPTABLE TO BONO EXTERIOR; CABLE TRAY, WAVE GUIDE PORTS AND CANTILEVERED WAVE GUIDE BRIDGES TO THE ACB. 212 OMITS OF BEND RADIUS: SURGE ARRESTOR GROUND BAR (SAGE) IT 5 IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING THE INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, 2.3 THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR IS FOR WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A LIGHTNING PROTECTION. THREE FOOT RADIUS PREFERRED. NO RIGHT SHARP BENDS SHALL BE ALLOWED. 24 ANTENNA GROUNDING: EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED 2.13 BONDING PREPARATION k FINISH: AT THREE POINTS USING A COAXIAL CABLE KIT. A TYPICAL BE AS FOLLOWS: ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF ETCHER SHALL INSTALLATION SHALL THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE NEW OR MSANDED ToECHANICAL FTHE POINT OF EXPOSING THERSTEEL 9 A ANTENNA AS POSSIBLE. SHALL BE MADE AT THE BOTTOM OF THE GROUND OR SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR SURFACES INCLUDING COPPER BUSS BARS ALL PAINT. RUST B. THE SECOND GROUND VERTICAL RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY OTHER TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE FROM THE TOWL"R TOWARDS THE BTS. THIS GROUND SHALL BE TERMINATED AT THE AGB. THE AG8 SHALL HAVE TWO (2) LEADS GROUND CONDUCTOR. WELDS SHALL BE FINISHED WITH THE APPLICATION OF #2 A$Ar oARZ TINNED SOLID COPPER WIRE, AND SF!ALL AT THE TOWER GROUND RING. THESE SHALL BE INCASED EXOTHERMIC LA GALVAKkTATION AN WHEN APPUCABLE, FINISH PAINTED OF COL TERMINATE WITH APPROPRIATE COLOR AS REQUIRED. IN PVC CONDUIT. C. THE THIRD GROUND SHALL BE THE SURGE ARRLSTOR GROUND. IT SHALL TO THE CABLE ON STRAIGHT RUNS {{NOT %THIN BENDS) MECHANIC AL TYPE BONDS ON A[1 OTHER SURFACES, OTHER THAN BUSS BARS, SHALL BE FINISHED WITH THE APPLICATION OF COLD BE ATTACHED AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS SHALL BE GROUNDED TO THE GROUND BAR. GALVRNITATION AND/COR THE APPROPRIATE pASHT TO MATCH AS THE SURGE ARRESTORS THE SAGE SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED REQUIRED. SOUD COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND 214 TESTING: RING. THESE SHALL BE INCASED IN PVC. SHALL BE TESTED AFTER INSTALLATION BUT THE OUTSIDE GROUND RING PRIOR TO BACKfIWNG THE GROUND RING TRENCH. THE GROUND FIELD 25 PERIMETER FENCE GROUNDING: RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. RESULTS THE A CORNER FENCE GROUNDING OF THIS TEST SHALL BE BROUGHT TO THE PROJECT MANAGER. BE MEASURED USING THE FALL POTENTIAL B. ALL FENCE CORNER AND END POSTS (MINIMUM OF TWO) SHALL RESISTANCE TO GROUND SHALL HAVE ONE 12 SOLID TINNED COPPER GROUND WIRE. THESE POSTS SHALL BE CONNECTED TO THE GROUND RING METHOD. WITH Al2 SOLID TINNED COPPER GROUND WLR£ AND IHTERMfL}IATE GROUND RODS IF THE DISTANCE FROM THE POST 215 HIGH RISE BUILDING: TO THE GROUND RING EXCEEDS 8 FEET- IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM ,q HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN FACILITY INVESTIGATION SHOULD BE MADE INTO THE GROUND RING. GROUNDING, A THE STRUCTURE OF THE BUILDING, AND AS TO THE POSSIBLE C. GATE POSTS 0. GATE POSTS SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE PRESENCE OF AN E)QSTING LIGHTNING PROTECTION SYSTEM, IF IN PLACE, IT WILL BE NECESSARY TO CONNECT THE ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL ONE LS S• PROTECTION YSTE THE 10 THE LIINSTALLATIONING BE DRILL AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH T04 ANTE THE SYSTEM I A /2 AWG BARE SOLID TINNED COPPER WIRE THAT IT HAS HOT CAUSED THE SYSTEM TO EXCEED 5 OHMS. E GATES F. GATES SHALL BE BONDED TO GATE POSTS PATH A 18' BRAIDED STRAP TYPE BO1BG92_ THE CONNECTIONS SHALL BE BURNDY 2 B STRUCTURAL STEEL BUILDINGS: IF THE BUILDING !S BUILT STEEL IT MAY BE POSSIBLE TO {MOUND THE HOLE LUGS (3/8' HOLES, 1' CENTER TO CENTER) BOLTED OF STRUCTURAL ANTENNAS TO THE BUILDING SITE IT i5 PREFERABLE TO GROUND THROUGH EACH POST. THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION, DOWN LEADS OF 250 MCM COMING FROM GROUND 26 GENERATOR FUEL TANK GROUNDING: BY USE OF SEPARATE DHSS BARS TO CONNECT THE GROUND LN AND RUN DOWN A VERTICAL THE GENERATOR FUEL TANK, IF REQUIRED, SHAH BE CONNECTED IN AT TO THE MAIN EXTERIOR GROUND RING, j2 AWG BARE Ski FO AFT TO A PATTERN OF HO LESS THAN FOUR GROUND RODS. WHERE PRACTICAL THE BUILDING STEEL SHOULD BE LEAST ONE PLACE SOLID TINNED COPPER WIRE SHALL BE BURNOY CONNECTED TO ONE BONDED TO THE GROUND RING WITH. A SEPARATE LEAD TO THE SUPPORT LEG OF THE FUEL TANK AND CAD WEIR TO THE NEAREST GROUND ROD FIELD, EXTERIOR GROUND RING GROUND ROD. C STRUCTURALBUILDINGS REMORE LT TO GR 27 EQUIPMENT ROOM GROUNDING: ROUNDPROPERLY. THE ANENNSHOULD BEOUN ED To BUSS BAR AND DOWN LEAD WHERE THE COAxiAL THE MASTER GROUND BAR (MGB) SHALL SERVE AS THE COLLECTION POINT A SEPARATE CABLES ENTER THE BUILDING. THE DOWN LEAD SHOULD BE CONDUIT AHD SHOULD BE INSTALLED AS FAR FOR THE BTS AS WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED CABLE TRAYS. ALARM JUNCTION BOX, ETC., SHALL BE PROTECTED IN PVC APART AS IS PRACTICAL FROM EACH OTHER THE SEPARATE UNTIL METAL MATERIALS; BE GROUNDED WITH t6 AN; STRANDED (GREEN) GROUND WIRES DOWN DADS SHOULD NOT CONTACT EACH OTHER CONNECTION WITH THE FIRST GROUND ROD. WITH INDIVIDUAL RUNS BACK TO THE MGB- 2.8 NOT USED. _ rSrt1 A' 2,9 SERVICE GROUNDING CONNECTIONS it THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED ELECTRICAL CODE. 'yE� RRK AS IN ACCORDANCE WITH THE NATIONAL 2.10 COAX BRIDGE / CABLE TRAY GROUNDING : ty REGISTERED � PROF- SE L BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH F GREEN WARE THESE CONNECTIONS SHALL BE DOUBLE STRANDED INSULATED LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK WASHERS AND CONDUCTIVE LUBRICANT, ALL BRIDGE SPLICES SHALL HAVE ti JUMPERS OF 12 STRANDED INSULATED GREEN WIRE, ISD. $y%� CONST. 1 AD RPsVIE1F ]T W S o N 0 Q Q } n I W Z1b 1 JQ J x > Y � � Q w U Z ixW Z {� Q W J 0 Q ^ 3 DRAWN By: JT awckm er: YO/Hlki w�c 11/14/02 nar swc 1:1 Dr:~w�nc NWE O-N2.dwg sdEf Na N-2- DIVISION 2 - SITE WORK AND DRAINAGE 02000 EARTHWORK, EXCAVATION AND GRADING PART 1 GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND SITE PIAN FOR WORK INCLUDED. 1.2 RELATED WORK A CONSTRUCTION FOR EQUIPMENT FOUNDATION B. INSTALLATION OF ANTENNA SUPPORT SYSTEM C. ERECTION OF FENCE 1.3 DESCRIPTIONS A ACCESS ROAD. TURNAROUND AREAS. AND SITES ARE CONSTRUCTED TO PROVIDE A WELIL DRAINED . MAINTAINEDEVEN SURFACE FOR MATERIAL AND EASILY EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.4 QUALITY ASSURANCE A EGETATION OSWING. IF CONTRACT, WILLBE PLACED INCLUDED E AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.5 SEQUENCING A. CONFIRM SURVEY STAKES AND SEF ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. GRUB MPLETE ROAD AND SITE AREA PRIOR 70 OUNDATIONOCONSTRUCTION OR PLACEMENT OF 13ACKKFILL OR SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY OONSIRUCTION ZONE ALONG ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL_ STATE & FEDERAL RULES. D. IF REQUIRED, GRADE. SEED. FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE CCURSE ELEVATION. WATER TO ENSURE GROWTH. E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE 1.6 SUBMITTALS A. BEFORE CONSTRUCTION 1 PRO POSERS RFACE AL C URSETHE PMATERRIIAnL. NS OF THE B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEE AND FERTILIZER, IF REQUIRE. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRE. 1.7 WARRANTY A. LANDSCAPING. IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 PRODUCTS 2.1 MATERIALS A ROAD AND SELECTT FILL SHALL BMATERIALS: ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATION, B. SOIL SIABITUZER FABRIC SHALL CONFORM TO SPECIFICATIONS CONTAINED IN SECTION 245 OF THE ARKANSAS DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. LATEST EDITION. 2.2 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEAS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT. VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY BE REOUIRED TO OBTAIN COMPACTION. SMALLER AREAS SHAH BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. PART 3 EXECUTION 3.1 PREPARATION A. CLEAR TREES, ANDFROM SFTE AREA ACCESS ROAD BRIGHT OF WAYBRIS AS REQUIRED. AND B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL. C. TREES. BRUSHkAND DEBRIIS FROMCTED YTHEE PROPERTY TOAVE N AUTHORIZED LANDFILL D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED. GRUBBEDLINE THE AREAS Wq-�i �L- MAT PRIOR TO PLACEMENT OFFILL OR BASEMATIERIA 3.2 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB- BASE COURSE ELEVATION PRIOR 70 FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH THE SOIL DISTRIS TION]. THE ELEVATIONS AREE TO BE ACAALCULAVIDE TED EVEN FROM THE RESULTING GRADE- B. RADE. srrE AND DO SPREAD BEYOND THE LIMITS IF ANY, OW ERS9LEPSE PROPERTY OT UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING. C. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. BANKING, E DITCHHIINAGCT AND INCLUDES UNLESS OTHERW S INDICATE G, TWO ROUTES COVERING :.'TILSZED INCHES FOR O ACCESS TO COURSE. SITE, ROADS OR COMMENCING AT THE POINT OF INTERSECTION WRH THE NEAREST PUBLIC THOROUGHFARE. ARE INCLUDED IN SCOPE UNLESS OTHERWISE NOTED. E WHEN MPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISUNGIROAD 770 REMO C ANY ORGANIC ATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE F. PLACE FILL IN SIX TO EIGHT INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT - G. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, FENCE MDCOVENIMUM OF ONE FOOT BEYOND RTHE SITE R THE AREA AS INDICATED - K. ANSHALL C H RIPRAP SHALT, BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS: PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2 : 1. I. UNDER NO CIRCUMSTANCES WILL DITCHES. SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR OWNER DESIIGNS WOR R ELEVATIONS Y CONFLICT To SITE. IF WTTH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING, J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS OHICEVENITHE SURFACEEANDOLOOSEN�E OILS TO LL K. SOW � IN TWO THE SEE PRODUCER, N TWICE THE QUANTITY RECOMMENDED L. TT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPE AREAS BY WATERING UP 70 THE NTIUE TO REWORK LWENT FAREAS UUNTIL COMPLETE CRELEASE ROM THE OVERAGE GE IS0CBTNAINFD. 3.3 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 95% UNDER SLAB AREAS. 3.4 PROTECTION A. DRAINAG�SHALL 13E APPLIED TO THE SIDES LESS AS INDICATED ON PLANS. OF DITCHES OR ESWA B. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. Rom C. STRAW PROTECTING 0A UNIFORM LOOSE DEPTH OFEAS FIER02E0NCHES. STAKE N BY AND TIE MULCHONET WILLWN AS EBEIRED. USE OF EROSION AN ACCEPTABLE ALTERNATE. MESH OR D. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED. TIE 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. L EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AEROSION. DIVISION 13 - SPECIAL CONSTRUCTION 13100 TOWER do ANTENNA INSTALLATION PART I - GENERAL 1.1 WORK INCLUDED A IF REQUIRED, ERECT FURNISHED TOWER. B. GROUND Tovrr R TEMPORARILY DURING RECTION. INCLUDE BASE(S) AND ANCHORS. GROUNDINGS C. 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 DRAWINGS. F. ' INSTALL FURNISHED GALVANIZED STEEL WAVEGUIDE LADDER. G. INSTALL WAVEGUIDE BRIDGE AS INDICATE ON DRAWING. H SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. I. EACH INSTALL GROUNDING STRAP KITS WITH LONG BARREL COMPRESSION LUGS (SIM. TO ANDREW-22370TI30 OR APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNOING STRAPS TO BE CONNECTED TO INSULATED GROUND BAR. U. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP TEST OF INSTALLED COAX- K. AND POURED.PIERS ON FOR SAME DDAAYTIONS SHALL BE DRILLED 2.2 RELATED WORK 2.3 REQUIREMENTS OF REGULATOR AGENCIES LABEL CH AVAILABLE. NI STALL N CONFOR EQUNIMCE WITH RUl- U STANDARDSS INSTALL WHERE APPLICABLE - B. INSTALL ANTENNA II N ACCORDANCEWI H DRAWINGS AND SPECIFICATION N EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUIL.OING CODES, SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: STRUCTURAL STANDARDS FOR STEEL ANTENNA ASSOCIATION TOWERS2F. AND ANTENNA SUPPORTING STRUCTURES. 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460 -IH, OBSTRUCTION MARKING AND UGHTING. 3. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, 0135MUCIION SMARKING TRUCTURESLJGKTINGAND FORM 715A, HIGHECIFITIONS FOR INTENSI SENNA OBSTRUCTION! LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. PARTSN17 AND CASES,ALL 2 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. of ARKANSAS REGISTERED k PROF St L 4 / v*4 No. 9971 P�R ll��lo L CONST. REEV EW U z o o n % z m lz o m 0.W', } omm EWz� C.7 EE C 3 W 2_ w > z m 0 OWN 6r: ]T 1:1 gµMWq NAME O -N3 g SHM Na N-3 lsBurgess TIr This s CarterThtis sure. boundary oLOT I N 29'rIDS 7NCRSSS AND EGRESS SASSYSNT 0 S 0. ASPHALT PARSING J � � J i J does not imply to be a rwey of the parent tract. kt TELEPHONE PEDESTAL 70 2 m 17. RA.OIAS 75.36'=0= 25.92' „ja t. Ns9'01'49"r 67.98' R- N32'O8123"S 48.52' CHORD N76'S8,srr 23.79' 78. RADIUS 75.34'ARC 11.02' WEIR 1er11E 11aC1[. APoWi3.15 77271 3. W-53'47"Ir ZO.00' CHORD N8r64'1O"r 11.01' -�5 ITER VALVE --------n Lnm irooC ,,WrArcts 7017+, 4. mrae'ks"a 16.00' 6. S67.53'37 -E 10.00' to. VW52,arr 36.73' 20. RADRIS 29.6€'ARC $4.99' a.5'...-.. B. 367-53-37-B 10.00' 7. S52'08'2rr 15.40' CHORD 1182'69'38`= 31.13' 21. S58'3214d"]I 74.30' IT7-0 uFTEx 8. N3x06'23"a 19.61' 8, MO -42'24-r 38.50' 22. s01.13'OS'r 16.99' 23, 36r='Orr 16.19' !D. N44"17's4~r Yt.00' 24. 949.6 ,�ao O ' �' H. N17'63'Srr 8$.12' 7E RADIUS 11=.67'=== 88.20' S&r3I'4rr 25. 687'3?'A9"r 149.67' 2e. S4773'OO"r 64.70' CgOgD ms'20'2S'G 86.93' 27. S7r68'4rr 184.23' 13, 1!23'44'16-E 168,14' t4. RADITIs 34.05'ARC 49.17' 23. S80'47'52'r 98.16' 29, N39'Q1'49"r 91.76' CHORD H21'97'oQ'S 45.01' 30. mo-seirS 0.81' 16, RADIUS 40.$9'AJW =s:9@' WORD N72-gew-r 129x' 31. N50.58'1ra 088' 32 S561301401R 74.66' 13. N9rso'38^r 8.66' 33. S8E"o6'23-a 11,09' does not imply to be a rwey of the parent tract. kt TELEPHONE PEDESTAL 70 100' 0 100' The declination valves below arc in deme!= and rntmdos. AcouracY IPd =/4'RIrDAR is gmuelally tvahi7n one-half dagrse, bot tha preasrtcr of natural ar artificial- disturbancar could -0 d fjarcncss Of sVAM31 ��r'• SCALE. • 1"= 100' Yosr mWER Or LOT t SITE PLAN LEGAL DESCRIPTION PARENT TRACT All that part of Lot 1, Agape Count Subdivizicn to the City of Little Rock, Arkansas, as filed in Plat book A, Page 748, LEGAL DESCRIPTION LEASE PARCEL T -Mobile Lease Paresi Part of Lot 1, Agape Country Subdivision to the City of Little Rock, Arkansas, as filed in Plat book A, Page 743, 7 ore particularly described as follows, Commencing at. a 1/4 --inch rebar accepted as the Southern most corner of said Lot 1, thence North 39'01'49" }Fest a distwwe-of 57.8.2 feet, thence North 3.2`06'23" East,. a distance of 42.52 feet, to the Point of Beginning- th.eTwe North 57153'37" West, a distance of 20.00 feet; thence North 32.08'23' East, a distance °f 15.00 feet; thence South. 67'53'37" East, a distance of ,20.00 feet; thence South 32'06' 23' West, a distance of 15.00 feet to the Point of Beginning, containing 0.007 acres, norE or less. LEGAL DESCRIPTION EASEMENTS 7--YobUe Tekyhone ea+ament Pari of Lot 1. Agape CuuntFU Subdixriaeau to the City of Lillie Roar, A#anxaa, a5' filed in Pia! book A. Pape 748, more parLiaularLll described as foUt , CarmmwlcErng at a found 1/4"reb0r excepted aV the Southern mart cornar of za;d Lot 1; thenal North 99101'49' real, a diatarae+ of 149.67 feet; lheracs North 50.58'11' East It di+tance of 0.81 feat to the Paint of Bggbudnp of a =o foot wide Taiephrma Soaema d lying 5 fret on each e7'" of th l fob deesribod oarlt/rtiola; therws North 50.58'71" oast a dixta,cr of ,L.Be feat; Uunce South 68130'40" -X44 a distance of 7tl.88 jerk !hence North 32.05'23` edit a distanar of 11.09 tale to the Point of Tem>.ination LEGAL DESCRIPTION EASEMENTS .ogr=es g=ars oxarrlent 7or - a Part of Lot 1. Agape Country Subdivision to the Otiy of Little Raak Arkaruas.�w��� iia Pfe7Ud back A. Pape 748, nLore part[cuiariSl Cqmmm- .ft of a found 1/4'raber accepted ax the Souther=n moat corne=r of said Lot 1; thrnca North 39101'49" rest a dirtan" of 67.92 feat; thencr North 32.08'23' East; a dialancr of 57.5E feet; thence North 57.68'37" rest a 2d a of 10.00 feet to the Poirot of i3rgiraaing of an .and Cgmsg Easrm4nt lyiltiq f0 frit ors each aide of foyinp dasoiibad oanieritne; thence North 3.9.06'23" -Coat a dirtar+ce of 19.61 fast; ownae North 60'42'84' !rest a distance of 38.60 fast; thence North 44177'$4" rant a diseanee of P7.00 first; thence North 17.53'2T' rant a distance of 88.12 feat; N 00 V■ \ lb - P0. . IN ?} *4k, EASEMEIV,� Nc Ills o ' E VI TjoNF FtOU TOP STRUCTURE 189.23' \A, 3' 'Mee \ . ;SIAM OfF�''k s. -21 IIRSAMAS A a _0- XCIMATLIKE �, Q •eenre+eaa �,ti d�dtatateats'�• . RLO ` f R � \ \8'CATa � �•] � \ Ln / LA ACS 7'CR 1 / (5'j+ NW 113 37 97 L pIAPIC rjr�GOUDY.59 . / \\v/ P.O.B. T -MOBILE LE E PARCEL rel 20' 0 20, 104 / SCALE. 1 "= 20' / ENLARGED SITE PLAN LEGAL DESCRIPTION EASEMENTS Inyrasr and ogress Zoxerrurra for T-YabiLe aantirwad chance along a cwua to the right ha=ving a radiw of 111.67 Jack am arc length of 88.20 fart an¢ a chord which bears North 03'20'23" cask a d6twuG }} 65.93 feat: thence North 23'44'18' -Cast a distanas of 108. f 4 thanes along a coo ua to the lel= having a 7adiraa of 34.05 fart an arc IWWM of 49.17 feet and a chard which boars North 21.37'00' Bast a distance of 46 -Of t. #thence nce g an m� to the Loft having Length of 12.98 face and a chord which brans North 72.26' 17' rrrt a distance of 13.93 feet; Uunar North 81.30'$8' rest, a diremroe of 8.65 fall; than'" along a cYere s to the right having a =d*us of 75.35 fent an aro lengt!► of 26.98 fart and a chord which bears North 75'60'51 Treat a dixtmnlr of 24.79 fart; thane along a C7anra to the right haveng a rad{ui of 75.35 fact, an arc length of 11.02 fort and a chord which bears North 81.54'10• Yost d disiance of 11.01 Prat; thence North 52162'39' rasa; a dtslanaa of 36.73 feet; !lance along a curve to the loft hawing a radius of 23.62 fact, an arc Length of 33.99 fact and a chord which boars North 8x•58' 36' rant a dtAunce of 31,13 Pat; thnnas South 58.32'44' task a divktrwa of 16.40 fast; thancr South B1'f 3' 02• Wast a distance of 16.99 fast; thanes South 97.22' 09' rack a dialanae of 76.18 fiat Mance South 70'19'67' rest a dislarue of 9.25 fat; tha=n" Smeth 87.31'4S' rest a distance of 148.57 feat; thane* South 47.1S'00' root, a distance of 84.70 feet; thence south 72.56' 4Y rest, a distanso 4f 790.23 feat. than& South 80'47'52` nark a disianca of 88. t0 feat to the Ind of traverse. PROJECT 2 m AtFSPE dNRiCN SITE 14UMBER: o sof N+Pa vwkv oa WEIR 1er11E 11aC1[. APoWi3.15 77271 OWNERS NAME 100' 0 100' The declination valves below arc in deme!= and rntmdos. AcouracY IPd =/4'RIrDAR is gmuelally tvahi7n one-half dagrse, bot tha preasrtcr of natural ar artificial- disturbancar could -0 d fjarcncss Of sVAM31 ��r'• SCALE. • 1"= 100' Yosr mWER Or LOT t SITE PLAN LEGAL DESCRIPTION PARENT TRACT All that part of Lot 1, Agape Count Subdivizicn to the City of Little Rock, Arkansas, as filed in Plat book A, Page 748, LEGAL DESCRIPTION LEASE PARCEL T -Mobile Lease Paresi Part of Lot 1, Agape Country Subdivision to the City of Little Rock, Arkansas, as filed in Plat book A, Page 743, 7 ore particularly described as follows, Commencing at. a 1/4 --inch rebar accepted as the Southern most corner of said Lot 1, thence North 39'01'49" }Fest a distwwe-of 57.8.2 feet, thence North 3.2`06'23" East,. a distance of 42.52 feet, to the Point of Beginning- th.eTwe North 57153'37" West, a distance of 20.00 feet; thence North 32.08'23' East, a distance °f 15.00 feet; thence South. 67'53'37" East, a distance of ,20.00 feet; thence South 32'06' 23' West, a distance of 15.00 feet to the Point of Beginning, containing 0.007 acres, norE or less. LEGAL DESCRIPTION EASEMENTS 7--YobUe Tekyhone ea+ament Pari of Lot 1. Agape CuuntFU Subdixriaeau to the City of Lillie Roar, A#anxaa, a5' filed in Pia! book A. Pape 748, more parLiaularLll described as foUt , CarmmwlcErng at a found 1/4"reb0r excepted aV the Southern mart cornar of za;d Lot 1; thenal North 99101'49' real, a diatarae+ of 149.67 feet; lheracs North 50.58'11' East It di+tance of 0.81 feat to the Paint of Bggbudnp of a =o foot wide Taiephrma Soaema d lying 5 fret on each e7'" of th l fob deesribod oarlt/rtiola; therws North 50.58'71" oast a dixta,cr of ,L.Be feat; Uunce South 68130'40" -X44 a distance of 7tl.88 jerk !hence North 32.05'23` edit a distanar of 11.09 tale to the Point of Tem>.ination LEGAL DESCRIPTION EASEMENTS .ogr=es g=ars oxarrlent 7or - a Part of Lot 1. Agape Country Subdivision to the Otiy of Little Raak Arkaruas.�w��� iia Pfe7Ud back A. Pape 748, nLore part[cuiariSl Cqmmm- .ft of a found 1/4'raber accepted ax the Souther=n moat corne=r of said Lot 1; thrnca North 39101'49" rest a dirtan" of 67.92 feat; thencr North 32.08'23' East; a dialancr of 57.5E feet; thence North 57.68'37" rest a 2d a of 10.00 feet to the Poirot of i3rgiraaing of an .and Cgmsg Easrm4nt lyiltiq f0 frit ors each aide of foyinp dasoiibad oanieritne; thence North 3.9.06'23" -Coat a dirtar+ce of 19.61 fast; ownae North 60'42'84' !rest a distance of 38.60 fast; thence North 44177'$4" rant a diseanee of P7.00 first; thence North 17.53'2T' rant a distance of 88.12 feat; N 00 V■ \ lb - P0. . IN ?} *4k, EASEMEIV,� Nc Ills o ' E VI TjoNF FtOU TOP STRUCTURE 189.23' \A, 3' 'Mee \ . ;SIAM OfF�''k s. -21 IIRSAMAS A a _0- XCIMATLIKE �, Q •eenre+eaa �,ti d�dtatateats'�• . RLO ` f R � \ \8'CATa � �•] � \ Ln / LA ACS 7'CR 1 / (5'j+ NW 113 37 97 L pIAPIC rjr�GOUDY.59 . / \\v/ P.O.B. T -MOBILE LE E PARCEL rel 20' 0 20, 104 / SCALE. 1 "= 20' / ENLARGED SITE PLAN LEGAL DESCRIPTION EASEMENTS Inyrasr and ogress Zoxerrurra for T-YabiLe aantirwad chance along a cwua to the right ha=ving a radiw of 111.67 Jack am arc length of 88.20 fart an¢ a chord which bears North 03'20'23" cask a d6twuG }} 65.93 feat: thence North 23'44'18' -Cast a distanas of 108. f 4 thanes along a coo ua to the lel= having a 7adiraa of 34.05 fart an arc IWWM of 49.17 feet and a chard which boars North 21.37'00' Bast a distance of 46 -Of t. #thence nce g an m� to the Loft having Length of 12.98 face and a chord which brans North 72.26' 17' rrrt a distance of 13.93 feet; Uunar North 81.30'$8' rest, a diremroe of 8.65 fall; than'" along a cYere s to the right having a =d*us of 75.35 fent an aro lengt!► of 26.98 fart and a chord which bears North 75'60'51 Treat a dixtmnlr of 24.79 fart; thane along a C7anra to the right haveng a rad{ui of 75.35 fact, an arc length of 11.02 fort and a chord which bears North 81.54'10• Yost d disiance of 11.01 Prat; thence North 52162'39' rasa; a dtslanaa of 36.73 feet; !lance along a curve to the loft hawing a radius of 23.62 fact, an arc Length of 33.99 fact and a chord which boars North 8x•58' 36' rant a dtAunce of 31,13 Pat; thnnas South 58.32'44' task a divktrwa of 16.40 fast; thancr South B1'f 3' 02• Wast a distance of 16.99 fast; thanes South 97.22' 09' rack a dialanae of 76.18 fiat Mance South 70'19'67' rest a dislarue of 9.25 fat; tha=n" Smeth 87.31'4S' rest a distance of 148.57 feat; thane* South 47.1S'00' root, a distance of 84.70 feet; thence south 72.56' 4Y rest, a distanso 4f 790.23 feat. than& South 80'47'52` nark a disianca of 88. t0 feat to the Ind of traverse. PROJECT INFORMATION SITE NAME AtFSPE dNRiCN SITE 14UMBER: SITE ADDRESS: sof N+Pa vwkv oa WEIR 1er11E 11aC1[. APoWi3.15 77271 OWNERS NAME -�5 ITER VALVE --------n Lnm irooC ,,WrArcts 7017+, NUARf SER'F"!T UW -HOLE loo -nor-XW LATRUDF- N Si7e6rb8 LONGITLIOE x 7rzuaou IATRUDE: R SF4'n•aY L.ON=DE_ M to s3 Q R3' GROUND ELEVATION: 591.75' PARAPET ELEVATION: N/A BASIS OF BEARINGS. ARKAt1S18 NORM 11orZS: 1VS AI fiGs'H AMW An BMZD ON NADW 8 CORNM IIP CDAWM PAD Ar 9ASi Ol =n7AW ZIP= M lli9AIIDN - AMU' ,regale b ,-, Cl as Yon• "i". -- dL w to t1.- HoodAawesrr!r o>� 4 wd F '-1 r .er060for>'� 4 dn#d h'eue�wiar i V LEGEND VICINITY MAP T 1/2• REBAR • _ •-1Ys°i`-,."� WEIR AT POLE 'f -�5 ITER VALVE --------n NUARf SER'F"!T UW -HOLE Si[awos• .•p'�rl��w a.5'...-.. IE KMRiN4Pr®F3T,+!•` aMETER: IT7-0 uFTEx ANCHOR -- BE nG-P.O.B S CERTIFICATE AND BGRSSS To pRopso, 4 NF1 R . Biu • ^�r4 I HEREBY CERTIFY TO: T --MOBILE DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED AND WERE TAKEN FROM THE PLAT LAT DEEDS PNOVEMBERHEREIN NOTED. SURVEYED REPARED UNDER MY SUPERVISIONAND S02 THIS CORRECT TO THE BEST OF MY Id1TOWLEDGE AND BELIEF. pGMN ins R.TXUZ ME= 5'r, $.err para 11-11-02 HDT VALE 1 2 AGAPE-CHIIRCH C-1 2000'E (E) TELEPHONE BOX 8' GATE (E) ICEBRIDGE o` (E TELCO PEDESTAL -■\ f (E) ELECTRIC BRAKER \ \\ �. r(E) ELECTRIC METER HEAD -- - - \� -.- ■-� EXISTING TOWER \ \ r SHELTER \ •- () 3'x7' � \ ��■�. \\\ ■.� CONCRETE ■��. �<% � E) MONOPOLE . \ \N PAD WITH ■ N.' \\ \ -■BTS EQUIPMENT ■�` +� 7,�5, `p� ■- \ N. ■ N�■ \ IN, - ■- -� (E) 3' CONDUIT N, -■ ■■ REROUTE (E) POWER \\ �\ ■ CONDUIT 2' AWAY FRO / N.■ �►\ \\■■' ■ PLATFORM PIERS k �l ■■_ �- \�\\ `N `.�- St 1 ICE BRIDGE ATEO r k \ � L (E) BOLLARDS ` �� 9i ARKANSAS (TYP.) REGISTERED � EXISTING 16'x16' SBC SHELTER \\ ► PROFE SIC (E) EXISTING \\ �. E • i GUARDRAIL -. NOTE: ASPHALT w w'gkF�N� PAVED ACCESS VIA PUBLIC STREET \ (E) 6' MAN GATE •�-- (E) FENCE TO BE REMOVED . (E) 6' CHAIN LINK FENCE ■ ,- (E) SPECTRASITE �' x COMPOUND / I (E) ASPHALT_ SURFACE k `� (N) 150' MONOPOLE () 97' C13 PULL BOXR WRBNG/ LATTICE k -. I R , �Tu rug -■_ \ \ IN, `. (E) 10- WIDE TELCO EASEMENT �- \ \\ GRAPHIC SCALE 4 Q 2 R B t6 1E FEET ) 1/8 in. - 1 ft. SITE PLAN C-2 SCALE: 1/8 == V_O_ ■ I / �- —kNJ uPlUtKUnVU1w rv. / 1-2" CONDIUT FROM (E) POWER PULL BOX / (N) UTILTY FRAME APPROX 3' (N) UTILITY RACK W/PPC, g ANO T MOBILEN ET - AND T -MOBILE METER HEAD E-4 If (N) 4' GATE (N) ELEVATED PLATFORM K 1 1,2C_5 C-4 WITH (N) CITYTALK EQUIPMENT (N) 6' CHAIN-LINK Do FENCE W/1'BARBED YARE MATCH W/() C_4 9` Cr r •. FENCE ��` (N) 15'x20' T -MOBILE / / LEASE AREA / 22 ) UNDERGROUND CONDUIT FROM (E) TELCO PEDESTAL TO (N) UTILTY FRAME APPROX 101' coxsT. nv REVIER TT Z g W F_ - vi DRAWN By - TT Q-CB.dng s+Ecr w. C-2 ANTENNA ARE DESIGNED TO MEET LOCAL BUILDING CODES AND ANSI/TLA/EIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DESIGN WIND SPEED IS 90 MPH (3 SECOND GUST SPEED) ANALYSIS AND DESIGN OF TOWER ANTENNA MOUNTING DDVpN?ILT ASSEMBLY 1 (N) ICEBRIDGE 5-1 AND FOUNDATION BY OTHERS. REFER SHEETS OiCATIONEOF PANEL TYPE 4- 0 (N) GPS WITH 1 /2r' TOWEft10N. TO NO ERECTION ORODIFPPROPRIATE FOAM CABLE. 12' (OUTLETS TO FACE ABOVE GROUND, ON AND FOUNDATION ICE BRIDGE POST Q CIT T -MOBILE C-6 CIMALK APPROVAL OF STRUCTURAL ENGINEER EQUIPMENT GROUND VIA ROUND AND MEMBER ADAPTER ANTENNAS q 0 150'-0" �J PANEL ANTENNA MOUNTING A21IMU'fk�TiiR0' ®T150 � CENTER R) AZIMUTH 120' 0 150' RAD CENTER AZIMUTH 240' 0 150' RAD CENTER C' ARKANSAS �1 REGIS�RED PROE.�Si0t' AV, Na. 8971 � 1 k FOrz4� DDVpN?ILT ASSEMBLY 1 (N) ICEBRIDGE 5-1 z PANEL TYPE 4- 0 (N) GPS WITH 1 /2r' o FOAM CABLE. 12' (OUTLETS TO FACE ABOVE GROUND, ON o ICE BRIDGE POST Q CIT T -MOBILE C-6 CIMALK (MECHANICAL EQUIPMENT GROUND VIA ROUND AND MEMBER ADAPTER (91PPC LCO RACK No. 6 STANDARD (N) CHAIN GREEN INSULATED LINK FENCE -7 ANTENNAS q 0 150'-0" �J PANEL ANTENNA MOUNTING A21IMU'fk�TiiR0' ®T150 � CENTER R) AZIMUTH 120' 0 150' RAD CENTER AZIMUTH 240' 0 150' RAD CENTER C' ARKANSAS �1 REGIS�RED PROE.�Si0t' AV, Na. 8971 � 1 k FOrz4� (N) 150'-O' MONOPOLE BIPOLAR PANEL ANTENNA 2 AND NA MIJUNTING DETAIL C-� SCALE N.T.S. (E) CHAIN LINK FENCE (N) MONOPOLE 1 2 5 3 (N) PLATFORM (N) STEEL FRAME FOUNDATION c -a C-4 C-5 C-5 LEGS AND W/HANDRAIL AND CONCRETE STAIRS BLOCKS TOWER ELEVATION C-3 N.TS. COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING. PER THE FOLLOWING INSTRUCTION: 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOWS: FIRST- ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED). SECOND- AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY). THIRD- AT A POINT OUTSIDE THE HTS (JUST PRIOR TO MGB) 2. SECTOR IOENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST 75' TO ZERO DEGREES (NORTH) THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE (SIX RED) (FIVE RED) (FOUR RED) (TWORED)LFUTUREI (ONE RED) (THREEIIRED) LDWERSITYL—MAINJ A-2 *A-3 A-1 (THREE BLUE) C-1 (ONE BLUE) ["N-1 COAX MARK A-1 A-3 A-2 A-4 B-1 B-3 B-2 C-1 C-3 C-2 C-4 (FIVE BLUE) * C-3 (SIX BLUE) FUTURE 0' (TYPICAL) 1240' 120' J (SIX YELLOW) rE{ YELLOW) L FUTU R E � (FOUR YELLOW) "' 8-2 (TWO YELLOW) LOIVERS[TY (TWO BLUE) (ONE YELLOW) C-2 B-1 (FOUR BLUE) (THREE YELLOW) DIVERSI `Y LAN 12 -UNE COLOR CODING NOTE: 1- AZIMUTHS SHOWN ARE TYPICAL. SEE RFDS FOR ACTUAL AZIMUTHS, 2- AZIMUTH WALL BE PLACED BY MAGNETIC NORTH ONLY 3 TYPICAL ANTENNA PLAN ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA RR65-19-GODP RR65-19-OODP RR65-19-DODP Mt-19-DDDP RR65-19-DODP RR65-19-OODP RR65-19-DODP RR65-19-OODP RR65-19-GOOP RR65-19-OODP .RR65-19-000P RR65-19-000P 0' 0' 01 o' 120' 120' 120' 120' 240' 240' 240' 24V RAD 150' 150' 150' 150' 150' 150' 150' 150' 150' 150' 150' 150' COAXIAL CABLE LENGTH '* 180' 180' 180' 180, 180' 180' 180' 180' 180' 180' 180' 180' COAXIAL CABLE (1) - 1-5/6' 0 (1) - 1-5/8' f 1-5/9" 0 (1) - 1-51W e [1) (1)1-5/8' 0 (1) - 1-5/8' 0 TOTAL LENGTH 2160' LENGTH CONTRACTOR TO FIELD VERIFY gqCQAX AND ANTENNA SCHEDULE HGr W.v . I a. P�0 CONST. AD REVIEIL ]T a a z B � m n z � dam 134 t e o w z m �_ V, e. C Z w W o = a U. S m DDVpN?ILT ASSEMBLY REQUIRED FOR ALL ANTENNA PIPE PANEL TYPE ANTENNAS TNA/LNA COMBINER (OUTLETS TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER No. 6 STANDARD o GREEN INSULATED I GROUND WIRE TO w UPPER ANTENNA GROUND BAR (2 HOLE LUGS EA_ ENO) JUMPERS TO BE SECURED WITH 1/2" ANDREWS BUTTERFLY HANGERS W/ 1' STANDOFFS RR65-19-OODP ANTENI`,k 1/Y FOAM COAX JUMPER (MAX LENGTH 6') TRANSMISSION NOTE: ALL DOWN TILT, LINES TO BTS AZIMUTHS AND LNA'S TO BE VERIFIED BY RF SITE DATA SHEET. SEE PROJECT MANAGER E. FOR INFORMATION. (N) 150'-O' MONOPOLE BIPOLAR PANEL ANTENNA 2 AND NA MIJUNTING DETAIL C-� SCALE N.T.S. (E) CHAIN LINK FENCE (N) MONOPOLE 1 2 5 3 (N) PLATFORM (N) STEEL FRAME FOUNDATION c -a C-4 C-5 C-5 LEGS AND W/HANDRAIL AND CONCRETE STAIRS BLOCKS TOWER ELEVATION C-3 N.TS. COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING. PER THE FOLLOWING INSTRUCTION: 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOWS: FIRST- ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED). SECOND- AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY). THIRD- AT A POINT OUTSIDE THE HTS (JUST PRIOR TO MGB) 2. SECTOR IOENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST 75' TO ZERO DEGREES (NORTH) THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE (SIX RED) (FIVE RED) (FOUR RED) (TWORED)LFUTUREI (ONE RED) (THREEIIRED) LDWERSITYL—MAINJ A-2 *A-3 A-1 (THREE BLUE) C-1 (ONE BLUE) ["N-1 COAX MARK A-1 A-3 A-2 A-4 B-1 B-3 B-2 C-1 C-3 C-2 C-4 (FIVE BLUE) * C-3 (SIX BLUE) FUTURE 0' (TYPICAL) 1240' 120' J (SIX YELLOW) rE{ YELLOW) L FUTU R E � (FOUR YELLOW) "' 8-2 (TWO YELLOW) LOIVERS[TY (TWO BLUE) (ONE YELLOW) C-2 B-1 (FOUR BLUE) (THREE YELLOW) DIVERSI `Y LAN 12 -UNE COLOR CODING NOTE: 1- AZIMUTHS SHOWN ARE TYPICAL. SEE RFDS FOR ACTUAL AZIMUTHS, 2- AZIMUTH WALL BE PLACED BY MAGNETIC NORTH ONLY 3 TYPICAL ANTENNA PLAN ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA RR65-19-GODP RR65-19-OODP RR65-19-DODP Mt-19-DDDP RR65-19-DODP RR65-19-OODP RR65-19-DODP RR65-19-OODP RR65-19-GOOP RR65-19-OODP .RR65-19-000P RR65-19-000P 0' 0' 01 o' 120' 120' 120' 120' 240' 240' 240' 24V RAD 150' 150' 150' 150' 150' 150' 150' 150' 150' 150' 150' 150' COAXIAL CABLE LENGTH '* 180' 180' 180' 180, 180' 180' 180' 180' 180' 180' 180' 180' COAXIAL CABLE (1) - 1-5/6' 0 (1) - 1-5/8' f 1-5/9" 0 (1) - 1-51W e [1) (1)1-5/8' 0 (1) - 1-5/8' 0 TOTAL LENGTH 2160' LENGTH CONTRACTOR TO FIELD VERIFY gqCQAX AND ANTENNA SCHEDULE HGr W.v . I a. P�0 CONST. AD REVIEIL ]T a a z B � m n z � dam 134 t e o w z m �_ V, e. C Z w W o = a U. S m ° y w 71 P � .�y k F4NG'W BEAM a 4 a lair rs� 1" GRATING tI jll�'GV McNICHOLS GW 100 (.] CORFIRM W[fH NOKIA EQUIPMENT FOOTPRINT OR EQUAL FOR LOCATIONS OF ANCHOR BOLT HOLE, ADJUST LOCATIONS OF W6 TO FIT. PLATE CAP 47x47. SEE 2/C-5 CONC. BLOCK 3'x3'x3'. SEE 5/C-5 1 8' x12'-6• EQUIPMENT PLATFORM PLAN CONC. PAD 2'-6"x4'-0" 2. EXCAVATE A 4' X 4" TRENCH 3/4" CRUSHED -1 1. SET THE STAKES. UP5LOPE ALONG THE LINE OF STAKES. LIMESTONE s' MAX � r 2" i' Or SEE DTL 2/C-4 (N) 3' WIDE STAIRS 0 I N +° °ID N FINE TO 3/4' CRUSHED LIMESTONE (COMPACTED TO 959 _ STANDARD PROCTOR) bUtJ iKAUt FABRIC SOOX FLOW ... (COMPACTED TO 85% STANDARD PROCTOR) 3. BACKFILL EXTEND FILTER IMATERIAL THE TRENCH. SAKES EXCAVATED SAOND COMPACT THE 5 SITE COMPOUND SUBGRADE C-4 N.T.S. r � IIII� ACCESS EASEMENT Orr -rr (PERSPECTIVE VIEW) CONSTRUCT SHEET FLOW INSTALLATION SIDE SWALE FOR A-A-�---� DRAINAGE _ Flow 6 I Sd 6 POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) gSlLT FENCE N.T.S. EXISTING GRADE - CROWN 11 SPACES ®10.5"=9'-8" 10.5" (±) E 7���ia � Sra A/pE � C CL OF HANDRAIL SMOG H (TYP) � 1" GRATING WP ` iD we f C4, 11 S L3x3x1/4xrLG. fC�tJ I W/2 3/4"0 A325 BOLTS WP SFIL3GRADE (COMPAGTI=O TO MIRAFI FABRIC 50OX 857 STANDARD PROCTOR) \-ANE TO 3/4" CRUSHED LIMESTONE (COMPACTED TO 95% STANDARD PROCTOR) 4 OPTIONAL ACCESS ROAD PROFILE C--4 N.T.S. . STEEL STAIR THREADS- 1'x11 -x3' -Ir LG (SEILDELHUBER TYPE rN 19W4 OR EQUAL) 10 1"t L3x3x1/4x3" LG 4 COMPACTED AGGREGATE 11ZO HILTI HIT C-100 BOLT CONCRETE PAD #03 ® 12 EW (TYP.) STD EMBED - 2' -6'x 4'x0" THICK 2 STAIR DETAILS CW4 N.T.S. CONST. REVIEW � Q 3� fTEM PART N0. DESCRIPTION Q 1 1 MC-PA12-0 ADI. 1 pLzw..4 9 AwA 2 Llf-219-H 111f�7lAFtE #I (LY7MNH5 f1EH5 1�5) 1 3 MT -217-01 FIK i1P011r1T SPAZIC7 117 d GLV. U-eOLi 2 4 Cll-8 355 .3-516 2 cYm 1/Z't2-11t r CFLV. U-9OL7 A5�6LY 5 cu 240 x � 3'-0• PLATFORM PIPE DESCRIPTION aTY ■ ■ 2'-6" 2'-6" 2'-6" y 26" 2'-6" CL PIPE & (.) (.} (•) a .° PLATE W 8x24 CE W BEAM a ° a ° C7 o0 g NOKIA EQUIP. ABOVE �do ICY s� r'�0 `„ N N ARKANSAS ►I Do x w x x wD K Lo 5T► it#* A4 3 3 3 3 REGISTERED • IOFESSIONAI,,; (.) _ENS f I I ° y w 71 P � .�y k F4NG'W BEAM a 4 a lair rs� 1" GRATING tI jll�'GV McNICHOLS GW 100 (.] CORFIRM W[fH NOKIA EQUIPMENT FOOTPRINT OR EQUAL FOR LOCATIONS OF ANCHOR BOLT HOLE, ADJUST LOCATIONS OF W6 TO FIT. PLATE CAP 47x47. SEE 2/C-5 CONC. BLOCK 3'x3'x3'. SEE 5/C-5 1 8' x12'-6• EQUIPMENT PLATFORM PLAN CONC. PAD 2'-6"x4'-0" 2. EXCAVATE A 4' X 4" TRENCH 3/4" CRUSHED -1 1. SET THE STAKES. UP5LOPE ALONG THE LINE OF STAKES. LIMESTONE s' MAX � r 2" i' Or SEE DTL 2/C-4 (N) 3' WIDE STAIRS 0 I N +° °ID N FINE TO 3/4' CRUSHED LIMESTONE (COMPACTED TO 959 _ STANDARD PROCTOR) bUtJ iKAUt FABRIC SOOX FLOW ... (COMPACTED TO 85% STANDARD PROCTOR) 3. BACKFILL EXTEND FILTER IMATERIAL THE TRENCH. SAKES EXCAVATED SAOND COMPACT THE 5 SITE COMPOUND SUBGRADE C-4 N.T.S. r � IIII� ACCESS EASEMENT Orr -rr (PERSPECTIVE VIEW) CONSTRUCT SHEET FLOW INSTALLATION SIDE SWALE FOR A-A-�---� DRAINAGE _ Flow 6 I Sd 6 POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) gSlLT FENCE N.T.S. EXISTING GRADE - CROWN 11 SPACES ®10.5"=9'-8" 10.5" (±) E 7���ia � Sra A/pE � C CL OF HANDRAIL SMOG H (TYP) � 1" GRATING WP ` iD we f C4, 11 S L3x3x1/4xrLG. fC�tJ I W/2 3/4"0 A325 BOLTS WP SFIL3GRADE (COMPAGTI=O TO MIRAFI FABRIC 50OX 857 STANDARD PROCTOR) \-ANE TO 3/4" CRUSHED LIMESTONE (COMPACTED TO 95% STANDARD PROCTOR) 4 OPTIONAL ACCESS ROAD PROFILE C--4 N.T.S. . STEEL STAIR THREADS- 1'x11 -x3' -Ir LG (SEILDELHUBER TYPE rN 19W4 OR EQUAL) 10 1"t L3x3x1/4x3" LG 4 COMPACTED AGGREGATE 11ZO HILTI HIT C-100 BOLT CONCRETE PAD #03 ® 12 EW (TYP.) STD EMBED - 2' -6'x 4'x0" THICK 2 STAIR DETAILS CW4 N.T.S. CONST. REVIEW � Q MTS ANTENNA PLATFORM C-4 N.T.S. qU■H m: JT 1:1 s■>:r Hw C-4 fTEM PART N0. DESCRIPTION Q 1 1 MC-PA12-0 ADI. 1 pLzw..4 9 AwA 2 Llf-219-H 111f�7lAFtE #I (LY7MNH5 f1EH5 1�5) 1 3 MT -217-01 FIK i1P011r1T SPAZIC7 117 d GLV. U-eOLi 2 4 Cll-8 355 .3-516 2 1/Z't2-11t r CFLV. U-9OL7 A5�6LY 5 cu 240 x � 6 wr-xxx PIPE (SEE iAff.L7 PLATFORM PIPE DESCRIPTION aTY ■ ■ NC-0At�g_72 in -051 2-S/, __" _,. PIPE 9 MC-PA12S-9-96 Hf -651-96 2-3 T 00+RV' GV• P 9 MC-PA125-9-126 MT -527 2-3 a ODx12C GLV. PIPE 9 MTS ANTENNA PLATFORM C-4 N.T.S. qU■H m: JT 1:1 s■>:r Hw C-4 ARKANSAS I. REGISTERED 4 4C"APx4R (TYP.) ....�_- 9971 r via oo,i1�1y/. I 0 1/47 I DE MOUNT N TION) IOLTS o 6- APART) 1 N I 1 GUARD RAIL POST CONNECTION TO STEEL C-5 N.T.S. 2'--6" 2'--6 2.'-6" 2'-6" 2'-6" STEEL GRATING 1 1/2 "x 1/8" W 8x24 W 6.12 TYPE GWA-150A 3 EQUIPMENT PLATFORM ELEVATION C-5 N.T.S. SEE DETAIL 2/C-5 FOR W CONNECTIONS (TYP.) TTP. 1/4 BRACING BY L 3"x3"x1/4 (TYP 4 FACES OF FRAME) 3/4 A-325 BOLT PLATE 6"x4" x3/8" -# WELD TO LEG BY F 3/16" BOTH SIDE d — -I- — •4 --4--4 HANDRAIL L2 DOUBLE 1 /2"x2 1 /r x3/8" HANDRAIL Q .r o (TYP.) R 10"x4"x3/8" Q.' `� V (CUP ANGLE TYP.) ~=� z 3..m O 2 1/r0x2'-T y X OO S f if WELD TO W WEB STD PIPE W 6x12 TELESCOPE COLUMNS AS REQ'D. TO PROVIDE z_ �O— x3x1 /4 (TYP.) A LEVEL PLATFORM. `� 1/4" PROVIDE T MIN. n 3/16. 3/16" TYP. OVERLAP 3/16' — ri 3/16" BASER 8"xs"x ,/r 3"0 x2'-3' _ REF. 5/C-5 (4) 3/4" HILTI HVA. ANCH. STD, PIPE 3/4"0 BOLT (A325) �•) 0 EA. STL COL. 6-5/8' MIN EMBED J- — 4- 4 3'0 STD OR 3-#4 EA. WAY — PVC PIPE SLEEVE EA. FACE 3'-O' a 1 4" 1/4') 3 EQUIPMENT PLATFORM ELEVATION C-5 N.T.S. SEE DETAIL 2/C-5 FOR W CONNECTIONS (TYP.) TTP. 1/4 BRACING BY L 3"x3"x1/4 (TYP 4 FACES OF FRAME) 3/4 A-325 BOLT PLATE 6"x4" x3/8" -# WELD TO LEG BY F 3/16" BOTH SIDE d — -I- — •4 --4--4 HANDRAIL L2 DOUBLE 1 /2"x2 1 /r x3/8" HANDRAIL Q .r o ' Q.' `� V (CUP ANGLE TYP.) ~=� z 3..m O W y X OO S f if m SEE DETAIL 1/C-5 W 6x12 3 #4 EACH LAYER GRATING �O— BASE�. `� 1/4" CONCRETE CUBE T x8"x I/ ri 1 1 r REF. 5/C-5 3/4"0 BOLT (A325) �•) PVC PIPE DR 1, r I x2' -O" a0 a 1 4" 1/4') _ SLEEVE .Q— 1 o_ e b ST STD. PIPE IPE 2 1/2" fi 4- 3/4 " HILTI HVA O EA.# ACE. WAY " 1 1/2" ANCHORS CHOSE (@ EACH I I I RR x3x14 / 6-5/8" MIN. EMBED. W 8x24 () �°— 3'-0" SQUARE BASE I_ I 4'x4 x1/r --� CONC. CUBE o— 8"x8"x 1/2" 3 15' TYP ON TOP OF 2-1/2- 3/76" PIPE COLUMN PLAN ELEVATION 9-0" - z W BEAM CONNECTION DETAIL �CONC. CUBE DETAIL 6 TYP. BASE PLATE DETAIL C-5 N.T.S. C -s N.T.S. C-5 N.T.S. _ REVISIONS BY 0 b CONST, AD AA REVIEW IT U a 0 z QQ r a Q .r o ' Q.' `� V ~=� z 3..m O W y X OO S f if m c J 0 z QQ r Q 04 3111: C-4 a cl >. P 00 1 ' Q.' `� V IL 0 M Q a �^:3 H Q DRAWN erc IT aaa® By. D 11114102 nmSCAM 1:1 quMnc k" 0—C5.drrg sHM N. C-5 NOTE: PLATFORM HANDRAIL AND STAIR DETAILS NOT SHOWN FOR CLARITY 10'-1" 2'-11" E SITE CITYTALK CIMALK CITYTALK - (N) HANDRAIL SUPPORT BASIC EXTENSION (EXTRATALK (6 TRX's) (6 TRX's) (N) EQUIPMENT PLATFORM (N) PLATFORM LEG (TYP.) (N) CONC. BLOCK (TYP.) 1 NOKIA CABINET PROFILE (TYPICAL) C -S N.T.S. INSTALLATION REQUIREMENTS (N) PLATFORM STAIRS CONFIGURATION CITYTALK BASIC CITYTALK EXTRATALK AC/DC DOUBLE PLINTH CABINET EXTENSION CABINET SITE SUPPORT CABINET HEIGHT AND PLINTH OR ROOF 53.6 IN 53.6 IN 53.6 IN WIDTH 30.3 IN 30.3 IN 30.3 IN DEPTH WITH HEAT EXCHANGER 34.7 IN 34.7 IN = o. DEPTH WITH AIR CONDITIONER 43.7 IN 43.7 IN 43.7 IN CABINET WEIGHT WITHOUT UNITS, DOORS, ROOF, PLINTH, HEAT EXCHANGER, OR 224.9 LBS 198.5 LBS 180.8 LBS AIR CONDITIONER MAXIMUM OPERATIONAL WEIGHT WITH 630.6 LBS 582.1 LBS AFX's AND AIR CONDITIONER MAXIMUM OPERATIONAL WEIGHT WITH AFX's AND AIR CONDITIONER (CITYTALK+) 767.2 LBS 718.7 LBS 882 LBS MAXIMUM OPERATIONAL WEIGHT 604.2 LBS 595.4 LBS WITH RTCs AND HEAT EXCHANGER MAXIMUM OPERATIONAL WEIGHT WITH RTCs AND 727,2 LBS 721 LBS HEAT EXCHANGER (CIYTALK+) MAXIMUM FLOOR LOAD < 1000 kg/m2 (204.8 LBS/F72) WEIGHTS OF NOKIA CITYTALK CABINET COMPONENTS COMPONENT WEIGHT SINGLE PLINTH 12 KG (26.5 LBS) DOUBLE PLINTH 20 KG (44.1 LBS) SINGLE ROOF 11 KG (24.3 LBS) DOUBLE ROOF 20 KG (44.1 LBS) FRONT DOOR 16 KG (35.3 LBS) HEAT EXCHANGER 45 KG (99.3 LBS) AIR CONDITIONER 102 KG (224,9 LII AIC - 65 KG43.3 LBS) COB - 28 KG 61.7 LBS} ASSEMBLY PLAT --9 KG (19.8 LBS) Q CABINET SPECIFICATIONS C-6 N.T.S. - AIR CONDITIONER ATTACHMENT (N) HANDRAIL (N) EQUIPMENT STEEL PLATFORM (N) PLATFORM LEG (TYP.) (N) CDNC. BLOCK (TYP.) 8' EQUAL 3'-8" EQUAL BARBED WIRE ACCESS GRO( SIDE VIEW A -A N.T.S. to" LINE OF LEASE- BOUNDRY BELOW PIONEER LATCH DISTRIBUTED BY: TAYLOR FENCE COMPANY OF PUEBLO 211 SANTA FE COAX ENTRY DRIVE / P.O. BOX 1756 PORT PUEBLO, COLORADO - (OR EQUAL) PHONE 719-542-5076 FAX: 719-542-5078 PLINTH (BASE) REGISVERED W1 LATCH ASSEMBLY DROP BAR TAB ON DROP TO MATNTAIN IN UP OR DOWN POSITION SLOT IN GUIDE FOR DROP ROD TAB GROUND, �KETM CONC. uivatiK( NIL W71 r/ /7'� GATE LATCH DETAIL I C-6 J N.T.S. PROCEDURE FOR SWEEP TESTING TO BE ATTACHED AND PROVIDED BY OTHERS. CHECK WITH PROJECT MANAGER FOR ADDITIONAL INFORMATION ON RF SWEEP PROCEDURE. COAXIAL EQUIPMENT ENTRY r4 BARBED WIRE ARM DETAIL (ARM OUT) TO BE ATTACHED AND PROVIDED BY OTHERS. CHECK WITH PROJECT C-6 N.T.S. MANAGER FOR ADDITIONAL INFORMATION ON RF SWEEP PROCEDURE. TENWN WIRE GATE FRAME 1/2- CROWN AT BOTTOM TOP RAIL "MAX 2" O.D. FRAME (TYP.) FA FABRIC. 1 1/4" DIA SEPARATION�� BARB WIRE STD. TOUCH TOUCH RAVEL PR. STL. CAP (TYP. GATE POST BRIC TO BARBED ARM C4 6 COMPOUND SUB -GRADE 2" MAX. CLEARANCE FABRIC & COMPOUND 1/47x3/4 - DEPTH /4"x3/4"DEPTH OF FOOTINGSTRETCHER BAR TO BE 6" BELOW SEE CHART YY1TH BANDS FROST LINE 6' HIGH GATE / FENCE FOOTINGS TOP RAIL-� ALL EQUIPMENT TO 12" X 36" 1. ALL MATERIALS TO BE HOT DIP GALVANIZED ESPECIALLY GATE FRAME BE GALVANIZED GATE POST 3' 18" X 42" F- W STEEL EQUIIIPMEN7 a V Z th SIDE VIEW A -A N.T.S. to" LINE OF LEASE- BOUNDRY BELOW PIONEER LATCH DISTRIBUTED BY: TAYLOR FENCE COMPANY OF PUEBLO 211 SANTA FE COAX ENTRY DRIVE / P.O. BOX 1756 PORT PUEBLO, COLORADO - (OR EQUAL) PHONE 719-542-5076 FAX: 719-542-5078 PLINTH (BASE) REGISVERED W1 LATCH ASSEMBLY DROP BAR TAB ON DROP TO MATNTAIN IN UP OR DOWN POSITION SLOT IN GUIDE FOR DROP ROD TAB GROUND, �KETM CONC. uivatiK( NIL W71 r/ /7'� GATE LATCH DETAIL I C-6 J N.T.S. PROCEDURE FOR SWEEP TESTING TO BE ATTACHED AND PROVIDED BY OTHERS. CHECK WITH PROJECT MANAGER FOR ADDITIONAL INFORMATION ON RF SWEEP PROCEDURE. COAXIAL EQUIPMENT ENTRY r4 BARBED WIRE ARM DETAIL (ARM OUT) TO BE ATTACHED AND PROVIDED BY OTHERS. CHECK WITH PROJECT C-6 N.T.S. MANAGER FOR ADDITIONAL INFORMATION ON RF SWEEP PROCEDURE. TENWN WIRE GATE FRAME 1/2- CROWN AT BOTTOM TOP RAIL "MAX 2" O.D. FRAME (TYP.) FA FABRIC. 1 1/4" DIA SEPARATION�� BARB WIRE STD. TOUCH TOUCH RAVEL PR. STL. CAP (TYP. GATE POST BRIC TO BARBED ARM C4 6 COMPOUND SUB -GRADE 2" MAX. CLEARANCE FABRIC & COMPOUND 1/47x3/4 - DEPTH /4"x3/4"DEPTH OF FOOTINGSTRETCHER BAR TO BE 6" BELOW SEE CHART YY1TH BANDS FROST LINE 6' HIGH GATE / FENCE FOOTINGS NOTES: LINE POST 1-7/8" 12" X 36" 1. ALL MATERIALS TO BE HOT DIP GALVANIZED ESPECIALLY GATE FRAME CORNER POST 3"18" X 42' GATE POST 3' 18" X 42" AND DOUBLE GAl N_T.S. BARBED WIRED) LINE FINISHED GRADE (TOP OF GRAVEL) I I EXISTING r FIN. GRADE REVISIONS BY 0 0 �0 CONST. AD QA RSVIEw JT Ua D s gad D cV r, tom F- W co Ix 04 I a N Ox> V C < a V Z th � o=C W <^� = o. oo xdv. m Hf D s gad D cV r, F- W co Ix 04 I a N Ox> V C < a V Z W Q W J OI W <^� DDAWM BY. .IT CHEMB at: ram DAI¢ 11 14/02 nm sml 1:1 auWan ww[ 0-C5.dwg M.. C-6 ELECTRICAL NOTES FROM POWER PULL BOX #2 SERA GROUND - - 1- ALL WORK IS TO COMPLY WITH THE LATEST EDITION OF THE 7- SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND GROUNDING AND RE -TEST UNTIL GROUND RESISTANCE 7WI ELECTRIC METER & MAIN NATIONAL ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, RATING EQUAL TO OR EXCEEDING THE MAXIMUM AVAILABLE FAULT FALLS BELOW THIS LEVEL. AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORETHE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT OF THE FOLLOWING: 1) COUNTERPOISE,AND RELATED FEES. CIRCUITS AND GROUNDS. 2 UFER GROUND, 33 GROUND ROD AND/OR GROUND3 2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER 8. ALL WIRES SHALL ©E STRANDED COPPER WfTH THHN/7HWN AND WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. 13/0, 10G -2-C ENLARGED VIEW OF THIS CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L-) 600 VOLTS INSULATION. ALL GROUND CONDUCTORS TO BE PROPERLY WHERE THE EXISTING BUILDING STEEL DOES NOT PROVIDE FRAME120/24-0 VAC PPC METEB/ESEAKER LISTED, NEW, FREE FROM DEFECTS. AND SHALL BE GUARANTEED SIZED COPPER. (STRANDED OR SOLID). AN EFFECTIVE GROUND RESISTANCE, FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE 600 AMPTHEN THE CONTRACTOR SHALL PROVIDE A SEPARATE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP 9. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS GROUND CONDUCTOR FROM ROOF MOUNTED BTS MAIN DURING THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, EQUIPMENT LOCATIONS EFrHER DOWN THROUGH THE EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE INSIDE OF THE BUILDING OR DOWN THE OUTSIDE OF THE 6OA/2P 6OA/2P 20A/lP 15A/1P MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT COST HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. BUILDING, DEPENDING UPON OWNER PREFERENCE. TO THE OWNER. WHERE THE GROUND CONDUCTOR FROM THE ROOF WEATHER 10. SERVICE CONI;UITS SHALL HAVIr NO MORE THAN (3) -90' BENDS IN MOUNTED EQUIPMENT IS ROUTED IN CONDUIT, S PROOF GFl REO. 3. ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND ANY SINGLE RUN, THE CONTRACTOR SHALL PROVIDE PULL BOXES THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE SWITCH SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE GROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. TO LIGHT CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER CONDITIONS. PULL WIRES AND CAPS SHALL BE PROVIDED AT ALL (MONOPOLE INSTALLATIONS): 2$12 1/126-3 4.0 POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING SPARE CONDUITS FOR FUTURE USE. FOR INSTALLATIONS WHERE WOODEN STRUCTURES, _C 10 TO BTS AND PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL 3/4, 1/8G-2 TOWERS, CONCRETE SILOS EIC. ARE ENCOUNTERED A PIPING, ETC. DAMAGED BY THE ELECTRICAL WORK TO MATCH EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRING, 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND SEPARATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 2-C, W/PULL WIRE10 FUTURE 81 EXISTING 11. M.P.H. WIND SPEED AND DESIGNED FOR OUTDOOR EXPOSURE. ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES CONDITIONS. FROM THE COAXIAL CABLES. THE GROUND CONDUCTOR BOND NEUTRAL h GROUND BUS IN MAIN SERVICE DISCONNECT 12. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE SHALL BE SECURELY FASTENED TO THE EXTERIOR OF 4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL A MINIMUM 36" SCH. 80 RIGID RADIUS SWEEPS TO EQUIPMENT, PULLBOXES, OUTSIDE STRUCTURES WITH NONMETALLIC GROUND STRAPS ELECTRIC LOAD SUMMARY LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED EVERY 10 FEET. AGAIN, AS FOR TENANT IMPROVEMENT ELECTRICAL POWER AND LIGHTING SYSTEMS, TELEPHONE AND BY UTILITY COMPANIES. PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT: CONTROL RJSTALLATIONS AND PROCEED PER THE ABOVE STEPS. AREA OF SPACE (164) SF SERVICE VOLTAGE 120/240 V 1� WIRING, GROUNDING, ETC. AS INDICATED ON ELECTRICAL DRAWINGS 13. FUSE TYPE SHALL BE BUSSMAN RKI LOW PEAK FUSE (LPU-RK-100). AND/OR AS REQUIRED BY GOVERNING CODES. 16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK CONNECTED LOAD DEMAND DEMAND LOAD 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND FACTOR 5. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR AS -BUILT DRAWINGS TO THE OWNER. GREEN (GROUND). KVA AMPS KVA AMPS SHALL VISIT THE JOB SITE AND VERIFY EXISTING SITE LOCATIONS AND CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, 15. GENERAL GROUNDING CRITERIA 17. CONTRACTOR TO PROVIDE GUTTER TAP. LIGHTING 175W HPS 0.57 2.38 1.0 0.57 2.38 AND BY REFERENCE TO ENGINEERING AND EQUIPMENT SUPPLIERS 1ST STEP: GROUND TO EXISTING BUILDING RECEPTACLES 1 1.06 4,42 1.0 1.06 4:42 DRAWINGS. SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING STRUCTURE STEEL AND TO THE EXISTING COLD WATER BTS fl 9.0 37.6 1.0 9.0 37.6 THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL LINE. (WHERE APPLICABLE) THEN TEST GROUNDING 18. CONTRACTOR RESPONSIBLE TO CALL MISS UTILITY 48 HRs. BTS 12 9.0 37.6 1.0 9.0 37.6 BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL GROUND PRIOR TO EXCAVATION OUTSIDE COMPOUND TELCO PANEL 0.12 1.0 1.0 0,12 1.0 6. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY RESISTANCE. WHERE THE EFFECTIVE RESISTANCE DEMAND LOAD 19.75 WILD COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL 19. AN APPROVED INDEPENDENT LOCATOR MUST LOCATE LIGHTING x 0.25 19,75 B30 SERVICE PLANNERS,.AND OBTAIN ALL SERVICE REQUIREMENTS AND (E) UTILITIES WITHIN COMPOUND PRIOR TO EXCAVATION. TOTAL LOAD INCLUDE COSTS FOR SUCH IN THEIR BID. TOTAL SERVICE CAP 200 (� TELCO PEDESTAL (E) POWER PULL BOX (N) UTILITY RACK W PC, (E) 97' 2000'E LATTICE (N) UNDERGROUND POWER ROUTE WITH (N) TOWER (E) POWER PULL 90X z z (N) 2UCONflG1URT FROM POWERUND POWER PULL BOX 03 TELCO, DISCONNECT 1-2' CONDIUT FROM (E) POWER PULL BOX (N) UTTLTY FRAME APPROX 3' ( / K � A (N) UTILTY FRAME APPROX 3' (E) CARRIERS (TYP.) AND T -MOBILE METER HEAD o ► Ld = a � QZ La J W o = 'L Ld J • W h■• `. �� �• O MONOPOLE �� // ( TELUTILITY RACK /PPC, CO. DISCONNECT r ■. �� �. ��� r '" AND T -MOBILE METER HEAD ■ �� r N) GATE IN NNI `.� ■■■ ■ N) GATE / ■�x \( k / � / / / REROUTE (E) POWER r ■ �■ k_ . r CONDUIT 2' AWAY FROM I } , \ `■ `\ r� (N) PLATFORM PIERS / k / �. / (N) ELEVATED CITYPLATFORM LK EQUIPMENT \ ■■ .� (N) 15/ _k . (E) 6' CHAIN ■` k ■MONOPOLE �■ ' (N) 6' CHAIN-LINK uNK FENCE j �.■ ■■ \ ■� _ FENCE W/1' j / / (E) MONOPOLE \ ` . ■` .� {L}\ BARBED WIRE MATCH W/(E) ■ ■� / / •' -' ' TNI 15'x20' T -MOBILE REROUTE {E} POWER CONDUIT 2' AWAY FROM . ■`� \� ■■ / FENCE / / I./ LEASE AREA (N) PLATFORM PIERS ■N •N ` /i N. 'N - (N) ICE -BRIDGE .r (E) 6' CHAIN■7'.` LINK FENCE / ■�. (N) 15'x20' T -MOBILE (N) UNDERGROUND TELCO ROUTE WITH (N) , ■� �� /r LEASE AREA IN ■`� r 2-2- CONDUIT FROM (E) TELCO PEDESTAL (N) 8' ELEVATED ■- `I ICEBRiDGE / _l A /r �--� 'r��. ■ J KANSAS �� }. / � � (N) UNDERGROUND TELCO ROUTE WITH (N) TO (N) UTILTY FRAME APPROX 101' ■� rr �4 � X ■-� � 2-2" CONDUIT FROM (E) TELCO PEDESTAL /f R , / / ISTE RED■� TO (N) UTILTY FRAME APPROX 101 � SCALE EASEMENT H(Av WTN)CTYTALK EQUIPMENT' WIDE TELCO EASEMENTTELCO a o a e 15GRAPHIC 32 2 ELEC/TELCO AREA r �• a >>� I( /L Z 8 GRAPHIC SCALE 0 4 a 16 32 T 01 , T E-1 scr,L : 1/s - 1'-0" 4% No.9971 ��` 1 ELEGITELCO_ SITE PLAN lin. = B ft. 7 N. c SCALE: 1/4- FOT43 I IN FEE T 1 1/4 In. = 1 ft. REVISIONS BY Qp CONST. AD AA REVIEW JT U D G z z " m m o m m ME g r: ( W K � A z �B� � o ► Ld = a � QZ La J W o = 'L Ld J I- D G 0 s g Qa�N x n ( 00 cr 1 � N O x> �j Ld = a � QZ La J V 4 C �_ Ld J Q W DRAWN M. iT CHOW" IM VD ala DATL 11/14/02 run saga 1:1 DRAWNN: NAME 0-El.dwg SHM N,. E-1 NOTES: 1.) ALL CONDUIT LENGTH SHALL BE FIELD VERIFIED. 2.) INSTALL IN ACCORDANCE W/ LOCAL do NATIONAL ELECTRICAL CODE. 3.) OVERHEAD ELECTRIC AND TELEPHONE LINES TO BE INSTALLED BY LOCAL UTILITY. FOR CONTINUATION AND CONNECTION OF OVERHEAD ELECTRIC AND TELEPHONE SERVICE, REFER TO SURVEY. TIE-IN CONNECTION TO BE PERFORMED BY POWER COMPANY. FROM (E) TELCO SOURCE (E) FENCE (E) TELCO PEDESTAL FROM (E) POWER SOURCE (N) 2-2' DIA. TELCO CONDUITS (INCLUDING 1 FUTURE w/PULL STRINGS do CAPS) FROM (E) TELCO PEDESTAL BOX TO (N) UTILITY FRAME (E) POWER PULL BOX (N) PPC AND TELCO W/ T -MOBILE ELECTRIC METER AND DISCONNECT - (N) 1-2" D!0. POWER CONDUIT FROM (E) POWER PULL BOX TO (N) UTILITY FRAME 150 WATT SQUARE HALOGEN LIGHT—, 1 II I L� �J TELCO PPC TYPICAL ELECTRICAL AND TELEPHONE RISER DIAGRAM NOTE: TYPICAL OF A DUAL POLE EMS ANTENNAS LAYOUT FOR SECTORS A. B, AND C USING 12 ONES (RED)(YELLOW) (BLUE) EXAMPLE SHOWN IS SECTOR ONE N.T.S. K OF BACK OF _ ANTENNA ANTENNA MALE MALE PORT 1 PORT 2 CONNECTOR PORT 1 PORT 2 CONNECTOR MALE CONNECTOR JUMPER JUMP 3' LONG 6' LONG JUMPER �" SLANT SLANT SLANT SLANT 6' LONG LEFT RIGHT LEFT RIGHT MALE CONNECTO FEMALE FEMALE CONNECTOR CONNECTOR MALEMAI F CONNECTO CONNECTOR JUMPER CONNECTOR 3' LONG Cj FEMALE CONNECTOR CONNECTOR MALE CONNECTOR TYPICAL COMSAT ANTENNA LAYOUT DETAIL E-2 N.T.S. GROUNDED (NELITRAL) ENTRANCE CONDUCTOR--� _ SHALL BE A EAfA 3R. SERVICE ENTRANCE RACEWAY (TOP OR 80TTOW FEED) IF BOLTED HUB OR METER SOCKET AND SELF BONDING HUB N MAIN DISCONNECT IS USED BOND JUMPER ENCLOSURE IS NOT REQUIRED (TYPICAL) in I 200 MAIN SERVICE DISCONNECT NEUTRAL LAY IN LUG SHALL BE INSULATED FROM ENCLOSURE. 1 GROUND BUS NEUTRAL BUS TO ELECTRICAL SERVICE GROUND ROD (N) CITYTALK PRIMARY BTS NEW T -MOBILE EQUIPMENT PLATFORM TIE NEW CONDUITS TO NEW PLATFORM LEG (1)-2" DIA. TELCO CONDU7 AND DIA. EPEC. CONDOR To EACH EACH SITE SUPPORT (FUTURE BTS E-2 NOT SHOWN FOR CLARITY) NOTE: BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT SERVICE ENTRANCE GROUNDING E-2 N.T.S. PVC CONDUIT PLUG PVC CONDUIT ABOVE GRADE CONDUIT^ SCHEDULE 80 PVS iD REFER DETAIL 5/E-2 PVC SCHDULE 80- 3' RADIUS MIN. SIZE AS SHOWN HORIZONTAL RUNS OF ON LAYOUTS UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC it" ARKANSAS f t REGISTERED PROFF.SSIO ► _w Ne. 9971<< /c Z FONG`:�t f�l��rr �1 UNDERGROUND CONDUIT STUB -UP t N.T.S. 11r WIDE TRENCH COMPACTED BACK FILL TO OR AS REQ'D 95% PROCTOR DENSLY BY POWER TELEPHONE CO . SELECT TILL PARALLEL METALLIC WARNING TAPE ( 1 TYP.) INEXCAVATED :OMPACT TO 95% STD. 'ROCTOR DENSITY ELECT FILL LEC. CONDUIT ;OMPACTED SAND 95% 2) TELCO CONDUITS I' WIDE TRENCH OR AS REQ'D BY POWER / STACKED TELEPHONE CO. $ ELECTRICAL/TELCO TRENCH E-2 N.T.S. .NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 2" BAND OF ORANGE TAPE CONDUIT LABELING E-2 N.T.S. REVISIONS BY QO CONST. J QA MILT a a UNEXCAVATED z Z m m Do Z ow rEl I I METALLIC I (r a �_=I I WARNING TAPE w I .r`i I (2 TYPICAL) tn f �ii�I I m II� 11 I�IIII (2) .SCO ELEC. CONDUIT CONDUIT COMPACTED SAND 95% 11r WIDE TRENCH COMPACTED BACK FILL TO OR AS REQ'D 95% PROCTOR DENSLY BY POWER TELEPHONE CO . SELECT TILL PARALLEL METALLIC WARNING TAPE ( 1 TYP.) INEXCAVATED :OMPACT TO 95% STD. 'ROCTOR DENSITY ELECT FILL LEC. CONDUIT ;OMPACTED SAND 95% 2) TELCO CONDUITS I' WIDE TRENCH OR AS REQ'D BY POWER / STACKED TELEPHONE CO. $ ELECTRICAL/TELCO TRENCH E-2 N.T.S. .NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 2" BAND OF ORANGE TAPE CONDUIT LABELING E-2 N.T.S. REVISIONS BY QO CONST. J QA MILT a a ^o N z Z m m Do Ch EE o C Z 3 w y 0- m oo S a LL m DRAWN BY - JT cnttxm Dn 11 02 I:I DRAWING NAPE 0-E2.dwg SHM N.. E-2 ,2.00'E I� ANTENn COAXIAL CABLES HARD S GROUND 4 (E) SELF) SUPPORTING 4 •i 8 (N) GROUNDING 4 E-4 TO FENCE 4 (N) MONOPOL (N) TOWER 2 1, GROUND RING LOWER ANTENNA GROUND BAR / UPPER °. ANTENNA GROUND BAR I (E) CHAIN LINK FENCE 1 / x 1 ti- 1 1 ►�O U(N) T GROUND RING TO (N) TOWER / ZUND RING (M.2) } i r / /---(N) UTILITY FRAME I 4 4 / GROUNDPB R� p GROUNDING PLAN E-3 N.T.S. CAD INO. DESCRIPTION MOLD N0. WELD 12 SOLID TO2 SOLID PTC-1T1T 65 GTC-16,T 90 NO. DESCRIPTION -soup PART N .. 3 2 TO FENCE POST YA3CL-2TC38 4 #6 GREEN STRANDED 2 -HOLE COMPRESSION LUG YA3CL-2TC38 5 2 SOLID TO POST YA3CL-2TC38 6 BRAIDED STRAP BOLTED TO GATE POSTS BD1BG92 '.•' « CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE •� IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. A CONTRACTOR SHALL TIE TO r (N) CHAIN-LINK FENCE EXISTING GROUND RINGS AT 2 e POINTS ANDREPAIR ANY CUT 2 LEGEND 3 E CADWELD CONNECTION GROUNDING NLY REQUIRED IF NOT TO TOO FENCE E-4 0 8' x 5/8" COPPER CLAD GROUND ROD (8' MAX SEPARATION, (N) ELEVATED EQUALLY SPACED) " PLATFORM W/ ® TEST WELL & GROUND ROD STAIR (SEE DETAIL 6/E-4) (N) EQUIPMENT GROUND RING ■ BURNDY CONNECTION C #2 AWG TINNED SOLID BARE CU (M 15'X20' (GROUND RINGS SHALL T -MOBILE BE 2'-6' BELOW GRADE) LEASE AREA X CHAIN LINK FENCE --......... , ., RETE PAD LEGEND M HARD SHELL GROUND KIT CAD WELD CONNECTION ■ BURNDY CONNECTIONS O SURGE ARRESTOR REVISIONS BY �0 CONST, AD QA REVIEW Xr U NOTES: ao 1. AT CO -LOCATE SITES CONTRACTOR SHALL TIE TO s EXISTING GROUND RINGS AT 2 e POINTS ANDREPAIR ANY CUT • OR DAMAGE TO GROUND RING. z E 2. EQUIPMENT GROUND BAR Z W NLY REQUIRED IF NOT SUPPLIED WITH BTS UNIT. 3. MIDDLE ANTENNA GROUND BAR REQUIRED IF a CABLE RUN IS OVER 200'. 4. CONTRACTOR TO PROVIDE PVC CONDUIT SLEEVE FOR GROUND WIRES THROUGH PAD TO GROUND RING, & LOWER TOWER GROUND BAR ONLY. RETE PAD LEGEND M HARD SHELL GROUND KIT CAD WELD CONNECTION ■ BURNDY CONNECTIONS O SURGE ARRESTOR REVISIONS BY �0 CONST, AD QA REVIEW Xr U ao z E o=c Z W 2. tq o r o o� xaU! m D p p z } N Do a Z Ov>Y p CD�ao zcl Z� Q W , J d Ir�� 0 e^■ W DRAWN Dr: IT 11/14/02 �wr sGu�[ 1:1 aKArNw HAS¢ 0-83.deg ANEf N. E-3 NOTES: CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT HEAT SHRINK ON GATES ONLY TYPE VBC TYPE GR TYPE VB (TOWER GROUNDING TAB) 1 CADWELD DETAILS E-4 SCALE: N.T.S. TYPE YGIBS -- TYPE KC - TO FLAT SURFACE - o c� TYPE BDIBG92 TYPE YA3CL-2TC38 TYPE KC TO PIPE z BURNDY DETAILS E-4 SCALE: N.T_S. NOTES: O LYNCOLE (OR EQUIVALENT) XB -11 OR XB -12 COVER BOX © GND. AND ROD CONN. (5 l]]- 2 SOL- CAD WELD TYPE GT CONNECTION CAD MOLD �TC1 1T CAD WELD METAL #90 GENERAL 0)LOCATE GROUND ROD 2" OFF CENTER TO PROVIDE ADEQUATE WORKING SPACE. 6)TOP OF GROUND TEST WELL TO BE FLUSHED WITH FINISHED SURFACE. -3 TEST WELL DETAIL E-4 SCALE: N.T.S. t GATE POST (2) BURNDY CONNECTIONS BRAIDCD STRAP ---�- FINISH GRADE w VTVLLU %,UNNLL;IIUN (IYPE VBC) #2 AWG TINNED SOLID BARE COPPER WIRE #2 TINNED SOLID BARE COPPER WIRE TO GROUND GRID 8' COPPER CLAD GROUND ROD e GATE GROUND DETAIL E-4 SCALE: N.T.S. NOTES: I. CABLE BRIDGE NOT SHOWN FOR CLARITY. 2. CONTRACTOR TO COORDINATE W/ANTENNA MANUF. ON ANTENNA & COAXIAL CABLE GROUND BAR SPACING FOR PROPER GROUNDING, OAX CABLES TO ANTENNAS GROUND HH KIT (TYP.) DOWNLEAD U� SAB�&INA CABLE TO GROUND BAR LOWER AGB, --MOUNTED TO TOWER BY ANGLE ADAPTOR WITH INSULATORS DOWNLEAD PPC ODA 240V 10 Z COAXIAL CABLES CABLE TO RECEPTACLE HARD SHELL LOWER AGB x r �a8 LIGHT SWITCH W/ GROUND KIT (TYP.) MONOPOLE n� GFI RECEPTACLE LOWER ANTENNA 12OV, 10 G S 6 LL GROUND BAR ONOCATED BELOW) (E) OR I/O TOWER) 4 I2 TINNED COPPER E-4 NCASED IN 3/4 SCHED. 40 2 TINNED COPPER NCASED IN 3/4 SCHED. 40 (TYP. 3 PLACES) 7 TYP. COAXIAL GROUNDING E-4 SCALE: N.T.S. RISER TO LIGHT 200AMP 240V, 10 EMERGENCY GENERATOR RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ GFI RECEPTACLE 120V, 10 --- GROUND LEAD 175W SQ. HALOGEN LIGHT MOTION SENSOR "U" BOLT UNISTRUT TO VERT. PIPES GFI RECEPTACLE 120V, 10---- WEATHER PROOF LIGHT SWITCH— HALOGEN LIGHT MOTION SENSOR 200A 240V 10 EMERG. GEN. RECEPTACLE J T -MOBILE ELEC. METER PPC T TELCO T -MOBILE ELEC. METER PPC TELCO I UNISTRUT TO BE IL ADJUSTED AS NEEDED TO ACCOMODATE 17METER & POSITION -71 o BOX ( IF USED) -- " SED) -- 1 ' J°'I : b LL u11,l I BURNDY CONNECTION TO RACK LEG TYPICAL -•0 GALVANIZED - STEEL PIPE SCH. 40 GROUND LEAD c►wwELD TO 'f.']'. GROUND RING USE CONCRETE L -11J I EQUIPMENT BOOT (TYP_) _ f 1 RING ND s UTILITY FRAME e--+ SCALE: N.T.S. 3/8' GALV. LAG SCREWS GL -S0320 -- 3/8" THREADED INSULATOR MT-520- 12x4x1/4 BUSS BAR GB -0412.01 3/8" SS LOCK WASHER SW -L03 3/8x3/4 SS BOLT SB0306 f #2AWGxB' TINNED WIRE LEAD W/THERMOWELD MT -585-T LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96')- /8" GALV LOCK WASHER GW-LO3 3/8" GALV NUT GN --03 #2AWGxB' TINNED WIRE LEAD W/THERMOWELD- MT-585-T LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") 01, BB It A�t� 0 tote °°98 a 8" t' J I PPC ODA 240V 10 Z .2 p N O EMERG. GEN. RECEPTACLE WEATHER PROOF x r �a8 LIGHT SWITCH W/ L c O C OVERRIDE n� GFI RECEPTACLE r m 12OV, 10 MT SIDE ELEVATION I SHIELD SS BOLT BB000 BBoe BB opeBBo i °°Be MT -500 SS ANGLE ADAPTOR AA -SL GROUND AND BUSS BARS SCALE: N.T.S. 4 SURGE ARRESTOR GROUND BAR E-4 SCALE: N.T.S. 23"xY BUSS BAR MT -C6730.01 1/4 GALV ALL �--f ROD GD -03625 41� REGISTERED N0.997i REVISIONS BY 0 0 0 CONST, AD 0 REVIEW JT J z a sem^ Lcq LJ C4 o r CIO [Va z q- Q 2 cc Z I= z Q W .- O :3 a' Q W CUM ft. O AWN0 MAIZE 3HW Na E-4 Z .2 p N O W z x r �a8 c�h L c O C z n� r m G S 6 LL m J z a sem^ Lcq LJ C4 o r CIO [Va z q- Q 2 cc Z I= z Q W .- O :3 a' Q W CUM ft. O AWN0 MAIZE 3HW Na E-4 PIPE CAP (TYP. BOLT (TYP.) ANGLE IRO RIP STRUT PIPE CAP (TYP.) U -BOLT (TYP.) PIPE N F i TA ATi COLUMN.11 OF CAaLL2fl1Qm MT -C6688-8 "ALPHA "BETA, "GAMMA TRAPEZE TYP HANGERS BY - ANTENNA CONTRACTOR FOR NEW . AND PROPOSED ANTENNA CABLES GROUND TO LEG 3" STD PIPE (6' MAX SPACING) 18" END VIEW I. MATERIALS USED WILL BE ONLY HOT DIPPED GALVANIZED. 2. ALL FIELD CUT SURFACES HAVE TO BE PAINTED WITH COLD GALVANIZED PAINT. 3. ALL CONNECTION HARDWARE SUCH AS LAGS, SHIELDS AND LEAD TAP ANCHORS ARE TO BE SUPPLIED BY THE CONTRACTOR. 4. EXCESS THREADED ROD ON THE TOP OF THE GRIP STRUT IS TO BE CUT OFF AT A 1" MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER, 5. STABILIZER ANGLES ARE TO BE INSTALLED TO SHED WATER. 6. 1/2" THREADED ROD ATTACHES TO CONCRETE PAD BY SCREWING INTO A LEAD TAP ANCHOR PROVIDED BY THE CONTRACTOR. 7. STABILIZER ANGLES ATTACH TO THE CONCRETE PAD BY 2"x2' ANGLE CLIPS ANCHORED WITH 3/8" LAG BOLTS AND SHIELDS. 8. BUS BAR GROUND LEADS ARE TO BE IN 3/4" SCHEDULE 80 PVC. ELEVATED BUS BAR LEADS SHOULD BE IN 3/4" PVC HORIZONTAL TO A 45' UNTIL ITTHE CONCRETE. 45' TRANSITIONNSITION AGAIN p HORIZO TALERUN THE GROUND LEADS OFF THE END OF THE PAD IN THE SAME DIRECTION ATTACHING EVERY 4' TO ANCHORED UNI --STRUT TO A 90' SWEEP CONTINUING VERTICAL TO GROUND CONNECTION. 9. AT THE TIME OF THE 3rd BTS FUTURE INSTALLATION, THE CONTIRACR TAED WITH' TNE ADDI(AL CABLE RUNS WILL HAVE TON STALLADDI ONAL BRIDGE, TIMATCHINGG THE MATERIALS OF THE EXISTING BRIOGE. 10. IF THE CABLE BRIDGE IS TO BE MOUNTED TO A PLATFORM, THEN THE APPROPRIATE SQUARE WASHERS, UNI -STRUT AND HARDWARE SHOULD BE USED TO MOUNT THE TRAPEZE AND STABILIZERS (PROVIDED BY T -MOBILE). 11. THE 1/2 SUPER -FLET( JUMPERS GOING TO THE BTS WILL BE SUPPORTED WITH 3-1/2" HOLE CUSHION ASSEMBLY SUPPLIED BY CONTRACTOR ACCORDING TO MANUFACTURERS' DIRECTIONS. 9S-1 CABLE BRIDGE TRAPEZE ASSEMBLY N.T.S. STRUCTURAL NOTE& CODES do STANDARDS 1. 2000 IBC 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-95 3. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, ACI 302.1 R-89. GENERAL 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS DOCUMENTS. DIIFFEREN TTFHAKN THOSE SHOOTIFYWN IN THEERCONTRACACT 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 GEOTECHNICAL REPORT. STRUCTURAL FILL 1` SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY SITE PREPARATION AND IN AREAS WHERE REQUIRED TO BRING GRADE TO PROPER ELEVATION, 2. PRIOR TO PLACING REQUIRED FILL MA SITE ALL COBBLES, BOULDERS, AND VEGETATION, TATION, AS WELL AS FROM E OTHER DELI TERIOUS MATERIALS, INCLUDING ANY LOOSE OR EXCESSIVELY MATERIAL FRING THIS MATERIAL SHOUILD BE M(PPEO TO A MINITHE MUM DUEPTH OF 6 INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES SHALL THEN BE INSPECTED BY PROBING, TESTING. AND PROOF - REPORT ASSPECIFIED PROCEDURCESSNSHOULDDPBE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. 3. THE EXPOSED SUBGRADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING STRUCTURAL FILL 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LESS THAN 40. GRADATION OF MATERIAL SHALL BE AS FOLLOWS: NO PARTICLES GREATER THAN 3 INCHES PERCENT PASSING NO, 4 SIEVE 40% - 80% SIEVEPERCENT PASSING NO. 40 lax Sg% PERCENT PASSING NO. 200 SIEVE LESS THAN 20% 5-STRUCTURAL FILL SHALL B 8 INCHES IN THICKNESS, WATERED AS REQUIRED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY OENSIIY AS DEFINED IN TXDOT TEST METHOD TXDOT-113-E AT A MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. 6. COMPACTION AND MOISTURE CONTENT OF SUBGRACE AND EACH LIFT OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BY A GEOTECHNICAL ENGINEER. 7. PROVISIONS FOR DRAINAGE AND MAINTENANCE SHALL BE AS PER THE GEOTECHNICAL EXPLORATION REPORT. SLAB -ON -GRADE FOUNDATIONS 1. SLAB -ON -GRADE FOUNDATIONS ARE DESIGNED TO BEAR ON WELL COMPACTED, CLEAN FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1.7 KSF FOR THE EQUIPMENT BUILDING, AS PER THE GEOTECHNICAL EXPLORATION REPORT. THE SELECT STRUCTURAL FILL SHALL, BE A MINIMUM DEPTH OF 8 INCHES BELOW FINISHED GRADE ELEVATION AS PER GEOTECHNICAL EXPLORATION REPORT. 2. SLAB -ON -GRADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REQUIREMENTS AND ENGINEERING DESIGN FOR SFTE PREPARATION, DRAINAGE, AND MAINTENANCE. 3. PLACE A 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED SOIL PRIOR TO PRICING FOUNDATION SLAB 4. REFER TO PLANS FOR STIFFENED SLAB -ON -GRADE DIMENSIONS, THICKNESS, AND REINFORCING. PROFESS o AL ENGfNEFQ . 11/(q. z THIS SPACE HAS BEEN INTENTIONALLY LEFT BLANK CAST IN PLACE CONCRETE 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318-95 AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315-80, REVISED 1986. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301-89. 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 SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL 5. PLACING OF CONCRETE IN PIERS SHALL BE THROUGH "ELEPHANT TRUNIC TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE CONCRETE DOES NOT EXCEED 6 FEET_ ALTERNATE PLACEMENT METHODS OF CONCRETE, WITH OR WITHOUT ADMIXTURES, SHAUL NOT BE USED UNLESS APPROVED BY THE ENGINEER, 6. CAST IN PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A DESIGN STRENGTH OF 3,000 PSI AT 28 DAYS, AND A SLUMP BETWEEN 3" AND 5". CONCRETE REINFORCING 1. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A.S.T.M. SPECIFICATION A615 GRADE 60. 2. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL- 3. ANUAL3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO ACI DETAILING STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALLS DETAIL REINFORCING AS FOLLOWS: G) LAP TOP REINFORCING BARS AT MID SPAN. b) LAP BOTTOM REINFORCING BARS AT THE SUPPORTS. C) LAP REINFORCING BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) STAGGER SPLICING OF HORIZONTAL REINFORCING 48". e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED. 6. HEAT SHALL NOT BE USED IN THE FABRICA?lON OR INSTALLATION OF REINFORCEMENT. 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS: (1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- b) CONCRETE EXPOSED TO EARTH OR WEATHER i) #6 THROUGH #18 2.0" ii) #5 AND SMALLER 1.5 8. ALL REINFORCING ACCESSORIES SHALL BE STAINLESS STEEL, GALVANIZED, OR PLASTIC TIPPED. DRAWN ar: JT aua® en yZImm GIC 11/14/02 nm srxa 1:1 auxva HANE 0-Sl.dsg SHEEr Na S-1 z J Q 3 N w00 1 Q n. rl F - x Z a La r� -1 0 ^ OQ a J Q v DRAWN ar: JT aua® en yZImm GIC 11/14/02 nm srxa 1:1 auxva HANE 0-Sl.dsg SHEEr Na S-1