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HomeMy WebLinkAboutZ-6589-D MapCHENAL CC =ARKANSAS SHEETJNDEX SHEET TITLE 1.0 COVER SHEET 1.1 GENERAL NOTES 1.2 SPECIFICATIONS 1.3 SPECIFICATIONS 1.4 SPECIFICATIONS 2.0 COMPOUND PLAN 2.1 TOWER ELEVATION 2.2 COMPOUND PLAN & SITE DETAIL 2.3 UTILITY ROUTING & DETAIL 2.4 WAVE GUIDE BRIDGE ELEVATION 6 SECTIONS 3.0 EQUIPMENT SHELTER ELEVATIONS 4.0 SHELTER FOUNDATION PLAN 5 DETAILS 5.0 ELECTRICAL GENERAL NOTES 5.1 SITE UTILITY RISER DIAGRAM 5.2 ONE LINE DIAGRAM 3 SCHEDULES 5.3 COMPOUND GROUNDING PLAN 5.4 GROUNDING DETAILS, SHEET 1 OF 2 5.5 GROUNDING DETAILS, SHEET 2 OF 2 GENERAL SUMMARY OF WORK DESCRIPTION FURNISHED BY INSTALLED BY SHELTER ALLTEL CONTRACTOR PPC ALLTEL CONTRACTOR COAX CONTRACTOR CONTRACTOR COAX ATTACHMENT ACCESSORIES CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR ANTENNAS ANTENNA MOUNTING BRACKETS CONTRACTOR CONTRACTOR ANTENNA DOWNTLT BRACKETS CONTRACTOR CONTRACTOR WAVE OWE BRIDGE CONTRACTOR CONTRACTOR ANTENNA PLATFORM CONTRACTOR CONTRACTOR ANTENNA MOUNTING PIPES CONTRACTOR CONTRACTOR CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR FOUNDATION, STOOP (AS REO'D) GROUNDING, TELCO BELECTRICAL CONTRACTOR CONTRACTOR CONDUITAND W WNG CRUSHED ROCKIGRAVEL CONTRACTOR CONTRACTOR I TOWER DATA TOWER TYPE HEIGHT: LATITUDE LONGITUDE GROUND ELEVATION: - TOWER MANUFACTURE ADDRESS: EXISTING SELF SUPPORTED TOWER 257 H34.4772.3- (NAD 83) W92"21110.1- (NAD 63) 900 WA WA PHONE NUMBER: WA TOWER FOUNDATIONS: WA LO.H TING WA TOWER CONTRACTOR: WA SHELTER DATA SHELTER SIZE• 17 i 1G. MODEL, SALL25 MANUFACTURER: CELL)ION ADDRESS: 6031 HAifL JONES ROAD COUNTY: BOSSIER CITY, LOUISIANA PHONE NUMBER: (318) 213 - 29W GROUNDING: TYPICAL NORTH SITE DATA SITE NAME, CHENALCC-ARKANSAS MSA41SA MSA STATE ARKANSAS COUNTY: PULASKI SITE ADDRESS: WA TOWER OWNER: SBA TOWERS ADDRESS: 62 HALLIE COURT WAFO" CABOT, ARKANSAS 72023 PHONE NO: (501) 837-0749 PARENT PROPERTY OWNER: WA ADDRESS WA PHONE NO: WA ELECTRIC UTILITY ENTERGY PHONE NO, (NO) 368-3749 CONTACT PERSON: WA TELEPHONE COMPANY: PHONE NO CONTACT PERSON: ---- SITE CONSTUCTION CONTACT: ADDRESS: PHONE NO: ALLTEL SERVICE MANAGER: ADDRESS ' PHONE NO: SOUTHWESTERN BELL (ON) 662-0925 WA RICK LACHOWSKY ALLTEL COMMUNICATIONS, INC. ONE ALLIED DRIVE LITTLE ROCK, AR. 72202 (501) 905-0108 MARK ENDERLN ALLTEL COMMUNICATIONS, INC. 4001 RODNEY PARHAM ROAD BUILDING 1, FLOOR 1 LITTLE ROCK, AR. 72901 (501)22W182 VICINITY MAP DRIVE TO DIRECTIONS: FROM LTTTLE ROCK, AR TAKE 1 30 TO CHANEL PKWY. TAKE CHANEL PKWY. TO CHANEL VALLEY COUNTRY CLUB ROAD. TURN LEFT ON CHANEL VALLEY COUNTRY CLUB ROAD. FOLLOW CHANEL VALLEY COUNTRY CLUB ROAD TO CORDON ROAD. TURN RIGHT (NORTH) ON GRODON ROAD AND FOLLOW R TO TWO TOWERS ROAD. TURN RIGTT ON TWO TOWE31S ROAD AND FOLLOW R TO THE END OF ROAD. THE SITE WILL BE ON YOUR RIGHT. ! PROJECT TYPE EXISTING SELF -SUPPORTED TOWER AND RELATED COMMUNICATION EOUPMENT N AN EXISTING FENCE COMPOUND. ! DESIGN TEAM ENGINEER: CONTACT PERSON: ADDRESS: PHONE NO: HERITAGE ENGINEERING DARRELL WARPORD P.O. BOX 505 BENTON, ARKANSAS 75016 (501)939-2303 SURVEYOR: STEVE HANKINS R G PROFESSIONAL LAND SURVEYOR CONTACT PERSON: STEVE HANKNS ADDRESS: P.O. BOX 20876 ��F�LWR HOT SPRINGS, ARKANSAS 71903 PHONE NO: (501) 788-7722 ..'-i`..�,.. ma in lam it it A '%j 4S Z I R G PR �q No -44 1 �a ��F�LWR r��►➢II WAFO" F TNS SM DOES NGT IFAsuRE r THEN DRAIMND RIAs SEEN REDUCED AND N NOT TO SCALE C) COPIToUR ISMAGE E NONEVaNG 2004 .wo+cLT: a r �J �� Heritage P.0.80X 608 swrb . Atlaermi 'r2l"@ (SM)C311-231 FAX {OO1XQS1=I weF�ORE Dmot®n: ;R Tm n: aeely� ar. rllD•IECINo- OAT& ho, C/)W% z 0 a U oic ALLIED owE 1urno Vol) 9o& -cm3 owul ("I) E0e-E0o0 CHENAL CC - ARKANSAS EXISTING SELF SUPPORTED TOWER COLLOCATION COVER SHEET IQSGCE RMwnw man. IVVTAGE CEL WM o� wen Nn 11 Amw 04 FL—m 0WIwcs'AQfi qF. O� F NSA In SITE WORK NOTES: 1. AREA UNDER AND AROUND WHERE EQUIPMENT SHELTER FOUNDATION SLAB IS TO BE CONSTRUCTED IS TO BE CHECKED BY A REPRESENTATIVE OF OWNER'S MATERIALS LABORATORY. SHOULD THE SITE CONDITIONS REQUIRE, THIS AREA SHALL BE UNDERCUT AND REPLACED WITH SELECT FILL IN ACCORDANCE WITH NOTE 2. 2 ALL MATERIAL USED FOR FILL WFTHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SHALL BE PLACED IN HORFiONAL LIFTS HAVING A MAXIMUM LOOSE UFT THICKNESS OF NINE (9) INCHES. EACH UFT SHALL BE COMPACTED TO IBAXIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS OETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (ASTM D 1157). ADDITIONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 3. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SHALL BE DISTRUBEO WITHOUT THE WRITTEN APPROVAL OF ALLTEL'S CONSTRUCTION MANAGER. 4. AFTER INSTALLATION OF ALL GROUNDING. UTILITY WORK. WAVE GUIDE SUPPORTS AND FOUNDATIONS IS COMPLETE, THEN ALL O15TRUBED AREAS SHALL BE COVERED WITH MIRAFI 50OX FABRIC AND CRUSHED STONE MATCHING THE EXISTING COMPOUND SURFACE. MINIMUM STONE THICKNESS SHALL BE 6% 10 0 10 GRAPHr SCALE IN FEET D AC _ 6 FT. CHAN UMC FENCE �eS S." r,¢wla F. '-.�//�� _ Ar C)OS191G AAOC, d AT ` . ` ` •�Z) \ TCP OF POLE 937.16, x EL AT TOP OF CROSS �r ` BAR 936.32. ti x_ ry- •.. w -:✓ I TOP ETR.EL 0,106* ' ALLTEL's COAX TO RUN UP INSIDE OF TOWER LEG USING EXISTING BRACKETS. k= v SIMI 1P. AL LTEL's PROPOSED WAVE GUIDE BRIDGE. — LOWEST PORTION OF NEW CONSTRUCTION INCLUDING COAX SHALL CLEAR EXISTING RACK BY AT LEAST 12'. ALLTEL'S SINGLE METER UTILITY RACK. SEE 3/5.1 ALLTEL's TELCO CABINET TO BE MOUNTED ON NEW UTILITY RACK. I REMOVE APPROX. 39.5 1FG� 5.23' fiT �3� 5 . V 927,Zn5op n.+, / r POIIFJt POM o5�s rte' J / FG 926.23WTH LOCO '� it rr r r � r r r' r r rr r.. rr 4/ COMPOUND PLAN ,�►�gt p` i E p� AR E6 p E N G 6q� Nv.44 1 Fd6P 0 9: THS WR Dm T== r lEFN AND u NOT To srw1E © cavrlsalr NETCUGE D1MlEE1T+1G 200 LF OF EXISTING FENCING, POST !f GATE. INSTALL APPROX. 90 LF OF NEW CHAIN LI NK FENCING WITH 12' WIDE DOUBLE LEAF GATE. NEW FENCE TO PATCH EXISTING IN HEIGHT AND STYLE. ALL T0.'s POWER PROTECTION CABINET TO BE MOUNTED ON NEW UTILITY RACK. ELEVATION OF TOP OF FOUNDATION SLAB FOR ALLT0.'s 121116 EQUIPMENT SHELTER � (SAL125) EQUALS 929.75, REFER TO SHEET •, 4.0 � NEW COMPOUND AREA TO CONSIST OF A MINIMUM � OF 6' OF CRUSHED STONE OVER MIRAFI SOOX FABRIC. NEW 12' WIDE DOUBLE LEAF GATE EQUIPMENT ELEVATIONS DESCRIPTION ACL HEIGHT TO TIP OF LIGHTING ROD N/A HEIGHT OF TOWER 250' RAD. CENTER OF STROBE LIGHT 250'-6" RAD, CENTER OF CL RED SIDE LIGHTS 124'-4" RAD. CENTER OF ALLTEL's ANTENNAS DENGMry: HEIeTAGE �h�N IREIIc D"w" DT: HUMACE CELL arm 1tHSA CHECK® R: EXISTING LIGHTNING RAD. CTR. EXISTRNG 250' SELF SUPPORTED TOWER 1 TOWER NOTES 1. FOR DETAILED TOWER INFORMATION REFER TO TOWER ERECTION DRAWINGS BY OTHERS. THE TOWER ON THIS SHEET IS SHOWN FOR GENERAL CONFIGURATION PURPOSES ONLY. 2. ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. VERIFY ANTENNA HEIGHT, DOWN TILT, AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. EXISTING ANTENNAS RAD. CENTER 250.6' EXISTING ANTENNAS RAD. CENTER 223.4' EXISTING ANTENNAS RAD. CENTER 203.7' NEW ALLTEL ANTENNAS EXISTING ANTENNAS RAD. CENTER 149.6' OBTAIN ALL ANTENNA INFORMATION FROM ALLTEL's CONSTRUCTION MANAGER. EXISTING ANTENNAS RAD. CENTER 127.2' ANTENNA NOTES 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER. 2. (2) COLOR BANDS DENOTES TRANSMIT 3. COAXIAL FEEDER LENGTHS INDICATED A90YE ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE BEFORE ORDERING. * OBTAIN ALL ANTENNA INFORMATION FROM ALLTEL's CONSTRUCTION MANAGER. THETOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. /SI A T E pC) eu NQTE PRIOR TO ANY CONSTRUCTIOVERIFY ALL DATA ANTENNA ORIENTN ATION. A S A IN J A S CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. A WAVE GUIDE BRIDGE P L EXISTING UTILITY RACK, ALL h NEW CONSTRUCTION SHALL CLEAR BY AT LEAST I Y. 44 CELI-XION 6'—O" CHAIN LINK �i� No.i Gp� �EOUlP11EHT SHELTER %FENCE Mlf'I VVAFJNO 0 1Q 1 �� NOT MEMMIE r SELF SUPPORTED TOWER ELEVATION v 11ENBEEN REWCEDAM SCALe. MS. 1S KW TOTOSCALE • Q cwymPR IHEIeTAGE VsOW 7 IG 2004 lmh ISJ BONN Csal9¢ Heritage Engineering PAL 9= IN Banton, Arlon."* 77D/a {5O7]G7L 77W FAX (801WO7D16 N w ow ALLIED MR L*W Acdh6 H. 722W OMaH (A01) ow -a D F" (AOI) *00-670 ANTENNA NOTES 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER. 2. (2) COLOR BANDS DENOTES TRANSMIT 3. COAXIAL FEEDER LENGTHS INDICATED A90YE ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE BEFORE ORDERING. * OBTAIN ALL ANTENNA INFORMATION FROM ALLTEL's CONSTRUCTION MANAGER. THETOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. /SI A T E pC) eu NQTE PRIOR TO ANY CONSTRUCTIOVERIFY ALL DATA ANTENNA ORIENTN ATION. A S A IN J A S CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. A WAVE GUIDE BRIDGE P L EXISTING UTILITY RACK, ALL h NEW CONSTRUCTION SHALL CLEAR BY AT LEAST I Y. 44 CELI-XION 6'—O" CHAIN LINK �i� No.i Gp� �EOUlP11EHT SHELTER %FENCE Mlf'I VVAFJNO 0 1Q 1 �� NOT MEMMIE r SELF SUPPORTED TOWER ELEVATION v 11ENBEEN REWCEDAM SCALe. MS. 1S KW TOTOSCALE • Q cwymPR IHEIeTAGE VsOW 7 IG 2004 lmh ISJ BONN Csal9¢ Heritage Engineering PAL 9= IN Banton, Arlon."* 77D/a {5O7]G7L 77W FAX (801WO7D16 ow ALLIED MR L*W Acdh6 H. 722W OMaH (A01) ow -a D F" (AOI) *00-670 SIT: CHENAL CC - ARKANSAS EXISTNG SELF SUPPORTED TOWER COLLOCATION MEET T111E* TOWER ELEVATION DENGMry: HEIeTAGE �h�N IREIIc D"w" DT: HUMACE CELL arm 1tHSA CHECK® R: N'BNIHMNM NHOJECT IIa - 2 DATE: 11 Al1GUST Os FLBHANE W0losa.HA'" OF: •-� • to ALLTEL's COAX TO RUN OF INSIDE OF TOWER LEG USING EXISTING BRACKETS- ALLTEL's PROPOSED WAVE CUIDE— ERIDGL LOWEST PORTION OF NEW CONSTRUCTION INCLUDING COAX SHALL CLEAR EKISFINO RACK BY AT LEAST 12". SEE SHEET 2.4 Z ALLTEL'S SINGLE --' METER UTILRY RACK. SEE 3/5.1 TELCO CABINET TO BE - ON NEW UTILITY RACK. COMPOUND PLAN 'V5VALt:Z WS. -INSTALL APPROX. 90 LF OF CHAIN LINK FENCING WITH WIDE DOUBLE LEAF GATE - FENCE TO MATCH EXISTING HEIGHT AND STYLE. ALLTEL'a POWER PROTECTION CABINET TO BE MOUNTED NEW POWER RACK WAMOM IF TrItS MR DOM T2 T Nm 1E/SliE r THEN DRAMTNO HM BEEN FtEDUOrD AND v . 18iOT TO EE -1 0 Cpp}IEaw musum E1I(4El io 2004 EXISTING FENCE 6" OF CRUSHED STONE SOOX COMPACT SUBGRADE AND SURFACING TO PRODUCE AN UNYIELDING SURFACE SITE COMPOUND KA1 SURFACE DETAIL UNIT OF SURFACING EXISTING GRADE 1CRUSHCTHED STONE MATERIAL USED AS FINMH COURSE SHALL MATCH E][15T1NG COMPOUND SURFACE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF ALLTEL'S CONSTRUCTION MANAGER. CRUSHED STONE FINISH COURSE MATERIALS SHALL BE COMPACTED TO 90 PERCENT MODIFIED PROCTOR DENSITY. 3- �7A EXTERIOR ELEVATION J.� SCALE: ,rt'es'-0" Vid nI _ EXTERIOR ELEVATION I I I 1676 J EXTERNA!. ALARM SENTRY 1/2" RIGID v p EXTERIOR ELEVATION � ALE: NOTES 1. FOR INFO NOT PROVIDED REFER TO CELLXION DWO. NO. SAL123 SHT. 1-0 THRU 1-2. 2. INFORMATION SHOWN IS SUBJECT TO CHANGE WITHOUT NOTICE. WARNM IF nits BR Does Nor WRASURE r TWN DRAVM * NAS BEEN REDUCED MD IS NOT TO SCALE © CDPYXRJR HUMACE E110BEDOW 2W4 Pell;/S'l r- o ANS A S I � w A p SS U L D ** p 4q� Nor.44 1 0�` TOWER LIGHT - PHOTDCCLL CNM - / 4- SERVICE == ENTRY ' A = o I 0 ==w =5 19 I b '� - -� a� I 7 I �p ie I II 1 I F 54* C EXTERIOR ELEVATION 3.v $GALE: 1r"=1 -0" G v p EXTERIOR ELEVATION � ALE: NOTES 1. FOR INFO NOT PROVIDED REFER TO CELLXION DWO. NO. SAL123 SHT. 1-0 THRU 1-2. 2. INFORMATION SHOWN IS SUBJECT TO CHANGE WITHOUT NOTICE. WARNM IF nits BR Does Nor WRASURE r TWN DRAVM * NAS BEEN REDUCED MD IS NOT TO SCALE © CDPYXRJR HUMACE E110BEDOW 2W4 Pell;/S'l r- o ANS A S I � w A p SS U L D ** p 4q� Nor.44 1 0�`