Loading...
HomeMy WebLinkAboutZ-6134-F Map{� OF kUT ARRA_ HERrrA Sy h ENOINEERIN0 r -,r N0.1139 u SA•ru"a 26„k LL Me, 100 ` Maumelle ` Country Club c;' C36 5) —NE—MELIfNCE Heritage n^ Engineering !!urr,�•, !,,kc `� 51 P.O. Box 505 Benton, Arkansas 72018 . .., - FAX0 SQ9394303 718342016 r5. ,. Cr rnm.HariMpF&b�kfA nBJlel rIZO Nreve w ., far. X11 RdRd /v o�'r I n /ess Y�^k Campbell Lake Parkc n'�Vd e�`y 'm �P 1• S Al �0) c„I,n:�� The C C-1 s 'Jd'agr' oft.•���� Carriage �, SITE NAME Creek Park °Fl” 31 SU9JECF Arkansas n`r1'r PROAERTY r"ta Game and Fish 9 Commission 90• 32 �I � kan PA VllhurOM11lsFwyRAHLIN ROAD WT ARKANSAS =: � 4- - r, 33 _ Boyle Park VICINITY MAP cl) a ro z� W SHEET INDEX PROJECT DATA PROJECT DIRECTORY PROJECT DIRECTORY o SHEET TITLE SITE NAME: RAHLING ROAD WT INITALS DATE VERIZON'S PROJECT MANAGER: — JAMES BRYANT a 1.0 COVER SHEET STATE: ARKANSAS PHONE NUMBER: - (501)905-6821 LU COUNTY: PULASKI OPERATIONS MANAGER: _ - CELL PHONE NUMBER: NIA i W I j 2.0— — — BOUNDARY SURVEY BY OTHERS H' LU _ 911 ADDRESS: - 50 CHENAL HEIGHTS DR. 3.0 OVERALL COMPOUND & TOPO PLAN LITTLE ROCK, AR. 72223 RF ENGINEER: VERRON'S REAL ESTATE MANAGER: LISA VOLENTINE Q 3.1 WATER TANK ELEVATION & CORRAL PLANADDRESS: ONE ALLIED DRIVE 3.2 TOWER/SITE OWNER: CITY OF LITTLE ROCK COMPOUND DETAILS &EROSION CONTROL NOTES SR. CONST. ENGINEER: LITTLE ROCK, AR. 72202 fY ADDRESS:- � - 221 EAST CAPITOL AVE Q � W 3.3 WAVE GUIDE BRIDGE, GPS ELEVATION, LITTLE ROCK, AR 72202 PHONE NUMBER: (501) 905.1418 SECTION, PLAN & DETAILS PROJECT: WATER TANK COLLOCATION IMPLEMENTATION MANAGER: a Q 3.4 STRUCTURAL DETAILSENGINEER: -- HERITAGE ENGINEERING V PARENT PROPERTY OWNER: CENTRAL ARKANSAS WATER REAL ESTATE MANAGER: CONTACT PERSON: _ ERIC WARFORD O (' 3S NEW ANTENNA MOUNTING DETAILS CONTACT: THOMAS WRAY ADDRESS: P.O. BOX 505 Z 4.0 EQUIPMENT SHELTER ELEVATIONS (rHOMAS.WRAY@ CAKW.COM) BENTON, ARKANSAS 72018 5.0 SHELTER FOUNDATION PLAN &DETAILS ADDRESS: 221 EAST CAPITOL AVE. PHONE NO: (501) 939 -2303 LITTLE ROCK, AR. 72202 Z 6.0 UTILITY ROUTING PLAN PHONE NO: 501-377-1221 SURVEYOR: CORNERSTONE SURVEYING 6.1 ONE LINE DIAGRAM & SCHEDULES VZW PROJECT NO: WA CONTACT PERSON: JARED PAVATT X 6.2 UTILITY DISTRIBUTION RISER ELEVATIONS&DETAILS VZW CELL NO: — 149 GENERAL SUMMARY OF WORK ADDRESS: GREEIS NERCOVEER,A = w GREENBRIER, ARKANSAS 72056 7.0 COMPOUND GROUNDING PLAN & NOTES ELECTRIC UTILITY ENTERGY PHONE NO: (501) 679.5005 7.1 GROUNDING DETAILS, SHEET 1 OF 3 PHONENO: -- N/A DESCRIPTION FURNISHED BY INSTALLED BY �1 i. ' 7.2 GROUNDING DETAILS, SHEET 2 OF 3 CONTACT PERSON: - N/A APPIidv Gly PM;'-�•., I �� € 7,3 GROUNDING DETAILS, SHEET 3 OF 3 TELEPHONE COMPANY: AT&T SHELTER VERIZON CONTRACTOR ',-.,; n .•r1f C?}•� GENERATOR VERIZON CONTRACTOR E:i` r:Gf':1i�;7.%c (�:�'IEV_+;•1:w.,L ••.-.��I a 8.0 GENERAL NOTES & SPECIFICATIONS PHONE NO: --- N/A SPD (SURGE PROTECTION DEVICE) VERIZON CONTRACTOR (>: ; ,', c ' B.1 SPECIFICATIONS CONTACT PERSON: N/A COAX VERIZON CONTRACTOR J ' �'- ALO CC yiO,lS iV�f - Uri �rV3 HEllTllt. HE 11 Ho: 2013-0051 6.2 ELECTRICAL GENERAL NOTES GPS ANTENNA VERIZON CONTRACTOR _ FILEwuE TOWER DATA �'} - ANTENNAS VERIZON CONTRACTOR _� + PLOT scALe 111 CORRAL STEEL AND INSTALATION VERIZON CONTRACTOR-'�•.7•�+'- Li JUMPERS VERIZON CONTRACTOR .� ,., i•,,, ; : L ..} f -•, issueOATE 1: ce rLa is TOWER TYPE: - EXIST. WATER TANKI _ _ HOISTING GRIPS CONTRACTOR CONTRACTOR TOWER HEIGHT: •— 170' DIN MALE CONNECTORS VERIZON CONTRACTOR - ' ' - _, , •-- • = I 1 DRIVE TO DIRECTIONS PROPOSED ANTENNA CENTERLINE:— 170' DIN FEMALE CONNECTORS VERIZON CONTRACTOR LATITUDE: N34°46'50" (NAD 83) GROUNDING KR CONTRACTOR CONTRACTOR WARNING LONGITUDE: W92°2646" (NAD 63) GPS ANTENNA KTr CONTRACTOR CONTRACTOR B 1/2 1 FROM HIGHWAY 10 IN LITTLE ROCK GO WEST OVER 1-430 TO GROUND ELEVATION: 785' (NAVD 88) WAVEGUIDE BRIDGE CONTRACTOR CONTRACTOR RAHLING ROAD. RIGHT ON RAHLING ROAD TO CHENAL VALLEY CABLE LADDER INSIDE TANK CONTRACTOR CONTRACTOR — I / -- . S e ENTRY PORT BOOTS CONTRACTOR CONTRACTOR �^ DR. THEN RIGHT ON CHENAL HEIGHTS DR. TO GRAVEL ACCESS SHELTER DATA HANGER KITS CONTRACTOR CONTRACTOR SCAtE HT3 CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR EAW ROAD UP TO SITE. DFAM—v HER FOUNDATION, STOOP CONTRACTOR CONTRACTOR DPAWN BY: HERITAGE .` SHELTER: 11-6"x16'-101/2" SVWS03 (MIRRORED) (AS REO-D) f GHELKED BY: LAW MANUFACTURER: CELLXION GROUNDING, TELCO & ELECTRICAL CONTRACTOR CONTRACTOR TR ADDRESS: 5031 HAZEL JONES ROAD CONDUIT AND WIRING SHEET No. BOSSIER CITY, LOUSIANA CRUSHED ROCK/GRAVEL CONTRACTOR CONTRACTOR PHONE NUMBER: (318) 213.2900 TUCHUP PAINING ON WATER TOWER VZW CENTRAL ARKANSAS WATER R GROUNDING: • TYPICAL © COPYRIGHT HERITAGE ENGINEERING 2015 4 EG 761 69 1 (E) PROPANQ TANK,\ L/ y ,� / L (E) CONC. SLAB r (E) CONC. 011ERFLOW'•\ PROPOSED 10' UTILITY (E) 4'-0' GAGE (E) PROPANE TANK I \ EASEMENT l 1 CALL BEFORE YOU DIG - DRILL -BLAST 1400-462-Ngs (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL LRILTTIES (WHETHER SHOWN OR NOT) AND PROTECT SAID L LL.RIES FROM ANY DAMAGE- I& AMAGE I L 1 IRRIGATION CONTROL VALE BOX FOR HVAC CONDENSATE LINE DRAIN, SEE DETAIL A/3.2 o i Z SHELTER )1 1� 1 FACE OF WATER TANK BASE (E) 170 FT WATER 1 TANK BASE �1'�5 1 •,,� 1� 6j` �� ~♦♦ t r 't 11 ELEVATION OF TOP OF FON. SLAB FOR VERIZON's. 00 \ 11'-6"x16'-10 Kt" (MIRRORED) EQUIPMENT SHELTER 18'-10" ICE G, EQUALS 762.25 REFER TO SHEETS 4.0 & 5.0. (E) ASPHALT DRIVE SEE SHT. 3.3 BRIDGE (1 8' 2 `\ �I - - � �g 1 •�\ lk \ 1� IN 15'x30' LEASE AREA, I` '- •• � SEE SHT. 2.0 '. FIBER OPTIC VAULT COORDINATE FINAtL♦ -'' t♦����� 4'-O"x10'-0" CONC. \ LOCATION W/ "C.A.W." & FIBER % ErONDER CROUNo. t - ECUIP. PAD W/ `mPROVIDER U71UTY VAULT \ I` _' ' GENERATOR, SEE SHT. 1, SHELTER MOUNTED SINGLE METER t ,`\ W/ DISCONNECT BREAKER & SPD ♦t♦� ttt 1 !I + £6 75g.gi �� \ :�f w {E] COt1C- PAD w/ \ \, \ i-�`�i /�• •,\.\ WATER.VALE ,\ ,\ ♦\ y /.- NOTES: 1. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE `� \ \\ \ \� I /" (E) UNDER GROUND ALL EXISTING UNDERGROUND UTILITIES. NO (E) FIRE HYDRANT _ UTILITY VAULT EXISTING UTILITIES OR GROUNDING SHALL BE \ \ 11 t DISTRUBED WITHOUT THE WRITTEN APPROVAL OF ♦1 1 \ • 1 � P\ _ /-- VERIZON'S CONSTRUCTION- MANAGER. _. \. (E)�WATER�VALE - 1 1 w ../ `\ ml y 2. AFTER INSTALLATION OF ALL GROUNDING, UTILITY WORK. WAVE GUIDE SUPPORTS AND FOUNDATIONS EG 788.03 1 Y' \ 1 IS COMPLETE, THEN ALL DISTRUBED AREAS SHALL BE COVERED WITH MIRAFI 50OX FABRIC AND CRUSHED STONE MATCHING THE EXISTING CONTRACTOR SHALL BRING �\ 1, ` COMPOUND SURFACE. MINIMUM STONE THICKNESS COMPOUND BACK TO ORIGINAL SHALL BE 4". CONDITION OR BETTER AFTER CONSTRUCTION IS COMPLETED. I 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE M /r61 OWNER'S SHALL MATERIAL USEDASFBE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH LIFT SHALL / BE COMPACTED TO MAXIMUM OF 35 PERCENT OF THE MAXIMUM DRY OENSIIY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (ASTM OVERALL COMPOUND & TOPO PLAN D 1157). ADDITIONALLY, COMPACTION TESTS SHALL LEGEND V" ��,�i/J :N a BE TAKEN ON EVERY OTHER LIFT. (E) = EXISTING , 4. CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL EG = EXISTING GRADE EROSION CONTROL MEASURES. REFER TO SHEET 3.2 CAW = CENTRAL ARKANSAS WATER (0 COPYRIGHT HERITAGE ENGINEERING 2015 ft"u �.aBm � M Heritage Engineering P.A. BO% SGS Bwa.k Arlutib9.f 72MS Fal[1 8 .�.trllspEFigN9erMyne W�1.14 . a Ywg Oa O a aCe- o C3 Q z 0 0 o a 00 o 0 VJ z w TJ w O i N9 JOB NR 2013-0054 MDT 6CAIE 1:96 L-sm A1Ec 02 FEB 15 WARNING 0 112 OESIWEOBT. Gur O01mBY: Nf1pTAfY clean er: EwA' SHEET No. 3,0 PROPOSED ANTENNA - MOUNTING CORRAL. SEE SHEET 3.5 0 I HWL EL. 930.0' 0 -I 110 ;2 i LWL EL 901.92' 892.25 PROPOSED 35'-O' DIA. CORAL SII II I e a 11 U'i e 7 f I I`- PROPOSED RISER EXISTING AT&T I I COAX HATCH ANTENNAS ON STEEL PLATE, SEE SHEET FRAME TO BE 1 3.4 RELOCATED TO CORRAL TOP PLATFORM ELEV. 882.1875 PROPOSED COAX TO BE -- ROUTED THRU PLATFORM. FOR PENETRATION DETAIL SEE DETAIL. $,4 WELDING NOTE: 1. THE CONTRACTOR SHALL REMOVE GALVANIZING FROM PIPE AS NECESSARY TO PREVENT ZINC CONTAMINATION OF WELD. MID- PLATFORM PROPOSED COAX TO BE - ROUTED THRU PLATFORM. FOR PENETRATION DETAIL SEE DETAIL. B 3.4 PROPOSED COAX TO BE MOUNTED ON INSIDE OF TANK WALL, SEE C 3.4 PROPOSED COAX TO BE - ROUTED THRU CONDENSATE CEILING. FOR PENETRATION DETAIL SEE DETAIL- COND- CLG- ELEV. 782.233 ELV. 780.21 --------- I--•- EXIST. 48" DIA I I ACCESS TUBE I I I I I I PROPOSED VZW & AT&T I ANTENNAS TO BE I MOUNTED TO PROPOSED 1 1 CORRAL Omni site - Y- '• Ne O Rahling Road WT Proposed Configuration Note: NegativetiltmdicetesUpTlR x W O U AT&T EXIST, PANEL ANTENNA Sector Face Aydil Antenna Band Function Antenna Make Antenna Model Antonne DIM H -W -D Onches) Antenna Weight Ube) Ant CL 7001850 1900 12100 Azimuth Height Mach. TlR Ant Gal, AdJElec Ark Galn AdJElec AGL ( /dE Til 1 771t Line Type LIne1 Ant TMA Tm [ RRH 1Urha 1 ""On'y !t Ry0/Tx0 AMFHENOL HTXC£S15Y000-T06 815x11.6.69: 305 1700' 6W 0' 124 1 6 Q RFS LCF159,%JA 151W) 2 No No N0 al a 2 y RtOJTsD AMF.HENO� HTXC85154110-TOB 815.11.8x83 3n5 1700' 60° o° 124 6 INIANIA ILA NSH CDBX6/12 143 No NoYes a 4 '1t 2e117x1 AItIFPHaw.- W&"r 13•aT11v,Td fA C4 6 75, 3.g fFd 0M Or tY! WA WA 4 HS H�btid •.'Axe 0 111 t 4? No Ido _11 Ygt eta 5 ssDoW Fb01 Txp A.MFiS.^4_ Frl'7V:85+.5,�C0-TOIf 81:5 < 11.6. B 9 .i0 5 170 a' 180'r OP 5:- 6 NrA WA ids L t5S-59116 [1 Si Id. Nu LIo is •'D:a 6 iSeloe ralonly fr AMFilSDL Hi :•S+iKe�TOo 31.5.11.8nG.iI stf.5 i0.0 kBOP 0° 1?E. VF t7A rYr. �vrtdxhrlpna�tits+ fl NG Nc rs V 6 x170 Cr.M I Fis 1 i : [' Atl:FI'♦Ei'If7: C3.1S1101G.T4 53 5: E i>' S.9 15 -: t:D 4' 1s;q+ 0n F7A. WF. F8 6'4 4 3Larad u'.UI :bha to 0 Na Np +'es 'amrla 9 �0 p"ly Rx01T90 AMDHENOL Ii7-11C8515yM0-TO6 87.5:11.6x69 r 305 1100' 300° OP 12� 6 NIA WA P.FS LCF158-SOJA (15f8' 2 ND No '.VII 'anima 10 1000n1y IS RzUlTxO AMPHENO'_ I-ITXGN515x000.T06 51,5x71,8x6.d E. 770-0' 300° 0' t2? S NIA WA She[etl w,th Alpha Sactpr 0 No No Yes 3amrna 'anima 11 12 21m Dory .� LN11Tx1 AMFHENCIL 11513-Xg10-T41 545.07x32 1 154 1700' 1 300° I 0° N1.A N/A 1 1804 1 4 Sharedw:th Aloha Scrtor 0 Np ND Yes PROPOSED COAX BE ROUTED ON INSIDE OF EXISTING ACCESS TUBE. SEE DETAIL. E 3.4 EXISTING ANTENNAS TO REMAIN 8'-6" ID STEM DIA. TOWER NOTES: 1. NO MAPPING BEEN PEFORMENDI TOWER INFORMATION WAS TAKEN FROM TANK DESIGNER DRAWINGS (CHICAGO BRIDGE AND IRON) DATED 12-11-96 CBI CONTRACT No. 961445 2. ANTENNA ORIENTATION SHOWN ONLY FOR REFERENCE ONLY. 3. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL OBSTRUCTIONS ON TANK (INTERIOR AND EXTERIOR). ANTENNA NOTES 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER. 2. CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE BEFORE ORDERING. 3. ALL COAX SHALL BE LABELED WITH BRASS TAGS AND COLOR TAPE TOP AND BOTTOM 4. VERIFY ANTENNA HEIGHT, DOWN TILT, AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. 5. ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. USE EXISTING COAX PENETRATION AREA PROPOSED COAX 'i•1 ENTRY PORTS FOR v COAX PENETRATION ` - DETAIL SEE ELV. 765.0' 23'--0" WATER TANK ELEVATION SCi4EE: 11$"=1'_0' PROPOSED 11'-6" x 16'-101 " CELLXION SHELTER PROPOSED GENERATOR (1) -AT&T POWERWAVE LTE ANTENNA 120'AZIMUTH (2)_ AT&T KATHREIN ANTENNAS @ 120' AZIMUTH (VERIFY) i V VZW @ 300' � 28 /r24) AT&T EXIST. �. PANEL ANTENNA @ 180' AZIMUTH RELOCATED 1� Y1. 19 (1) -AT&T POWERWAVE LTE ANTENNA @ 240'AZIMUTH (2) -AT&T KATHREIN ANTENNAS @ 240' AZIMUTH EXSITNG AT&T FRAME TO BE REMOVED AFTER AT&T IS LOCATE ON NEW CORAL PAINTING SPECIFICATIONS. A. For All Paint System for new items shall be Tnemlc Series 70 and 71 Endura Shield. Touch up Painting shall be performed by Central Arkansas Water and Paid for by VZW. Interior liner and Touch up Painting inside or Tank shall be performed by Central Arkansas Water and Paid for by VZW. O(.J P 33 } EXISTING AT&T -- COAX PENETRATION t (4) AT&T POWERWAVE TMA's PER SECTOR (6) (4) AT&T POWERWAVE TMA's PER SECTOR I /11 41 r (4) AT&T POWERWAVE / TMA's PER crrTrla � l r / 11 r•PPROPOSED VZW COAX vPENETRATION SIMILAR AT&T PENETRATION F 3.4 IS OF AG1 HERITAGE L �i ENOINEERINO 11 .. 1: 11 ?R NO. 1133 �y ENGWEERIVG EXCELLENCE Heritage Engineering P.O. BOX 505 Berdon, Arknn • 72D10 (501)939.2303 FAX (501)83&2016 w .Hedteg.Englneedngnel VZW @ 60 LU d 1") (Z) AREA TO BE CLEAR FOR HATCH O ACCESS x W O U AT&T EXIST, PANEL ANTENNA I` I- Q 06 @ 60' AZIMUTH W Q F- W Or Y Ur Z Z H /� V I- it ZLn H Q Q IIE.+oaHp: <'UI} -0,1`_5 ru rune: >wl scuE: - (1) -AT&T POWERWAVE LTE 11 02 FEE, 15 ANTENNA @ 120 -AZIMUTH (2) -AT&T KATHREIN ANTENNAS @ 120' AZIMUTH (VERIFY) AT&T EXIST. PANEL , ANTENNA @ 180' AZIMUTH RELOCATED VZW Cd 180' PROPOSED CORRAL TANK ROOF PLAN (5) COPYRIGHT HERITAGE ENGINEERING 2015 WARNING 0 12I SCALE: +/'' -0, DESIDNEDBY: DRAWN BY; .iER:'.:Gf aecx®ax, ,r1v SHEET No. 3.1 10 Mlw LEGEND Found Property Comer Marker Property Lina Fence Line Overhead Electric Una Power Pole Electric Meter Telephone Rlser •Meaerred Distance or Bearing -Recorded Distance or Booring LAND DEWNP71ON as per GuRclakn Deed /88-60899, dated Nov. 18, 1988 A 120 foot square troct of long located In the SE 1/4 of RE 1/4 and the E 1/4 of S£1 4 of Scotian 25, ToxnnMp 2 NorIN Range 14 West, Clt of We Rackrki County, Anloneoo, bsinq mon particularly deeorlbad ae follows: Commencing at a point on the cast tine of the 9w 1l4 of SW 1/4 a1 Sactfon 30, T-2-1:, R -t3 -i4; said point bring ha11444 G, 7.50 foot from the aauthecol corner of sold NW 1/4 of SW 1/4 of Section 3P, thence R6711'40'W, l(ttl00 feet to a point; lhonee tf22'tl'40'W, 100.00 raet to a Pont: 1htne* NBr, I'401W, 370.170 feet to a point: titenco N27'I V4a"W, l m.oa feel to o pohU thence S6,F4E10 W, 21$.34 feet to She P&7nl of Beglaninq; thenen N2711'4D'W, 108.00 foot to a D0il7 N ence 562'48'20''w 120.00 !sae to a 001; thrraa S27'11'461, 120.00 fnt to a point, monc■ "W-SW20`£, 12AG7 foot to o point; thenen N27VIOV. 20.00 fast to the Point W 8arilnning. eontalmIng 0,3305 acres, more or less. Found 1/2' Rebar ,�a!nt of Beginning w+d 1/2' Rebar '�,,,uunnrrrryr .C1SrFAEp °%, C£RTIFICATIGN 31}RHEY '��.•oI, a� - .OF Derrick D. hanarlx, arkonsaa Regl%terod fond SunYyor Ne. 1494, "ruby certify that a survey crew of Gwver Englnaera, under my d[rectlan, hay P117;1x$-Ig�,4F Pr.:ormodosurrey of the Arepd/ly aescrttd harsoa, rind thol IN plat on occuroto PortroM of the survey realty. Nto Li�FS,,,a n4$010% ]3wrh* D, Flanrklx, f14S Date Point of Beginning i "A. ss�, •, I s (N2211'417W R) f: COMMENCEMENT LINE DETAIL Point of Commencement R' Not to Seale SE Comer of NW1/4 of 51Yt/4 Section 30, T-2-forvf R -13-W Tank 17 Ste JOB NO..,06051010-1 DATE: Aprll 2006 DESIGNED BY; DDF DRAWN BY: CFM SHEET NUMBER