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HomeMy WebLinkAboutZ-5430-K MapOF A(Jr AR A yl HEBffAOE(�T ENGINEERING Y i NO. 1133 Q f Kani$Rd' cosEw1 �y+ shR� _:anis Tip 3 t� p, FIE tyh Ga,�f k:nni; DPks Dr 84GIN r+ 9 yy Heritage Rt qyd Gr _ c2 n v Y.Tnis P'q'Oe Engineering '7 r 1 %'F P.O. BOX 505 s L•7bc:te Dr Y" Banton, Arkenaaa 72018 Lab (501)838-2303 FAX (501)9384016 rrxw.HxhapeEg1n. ft.nat -aV91 � O wirever17.0n 3 9 W 22nd $1 V' Tan/aur _ ._. "tIr'+t W23rd 5E W,41h SI ¢z 34'43'50.6'N IN25:h sr �fi s 92' Z211 9. 1 W Y a N75n::i � SITE NAME u v Rutgerc Dr sY:9r3r• �Gr � IN 29th S; W : 4[ti 'T IN 29th S1 4 � W 30r1t•&1 `k W 30th 37 `1 - ARKANSAS!�ARKVIE 1 HIGH y� _ t m IVVt7--I a VICINITY MAP N Q c� SHEET INDEX PROJECT DATA GENERAL SUMMARY OF WORK PROJECT DIRECTORY Q o YF SHEET TITLE SITE NAME: PARKVIEW HIGH DESCRIPTION FURNISHED BY INSTALLED BY VERRON'SPROJECT MANAGER: — JAMES BRYANT LLI 1.0 COVER SHEET STATE: ARKANSAS SHELTER VERRON CONTRACTORQ I— PHONE (501) 905fi62 J COUNTY: PULASKI GENERATOR VERRON CONTRACTOR CELL PHONE NUMBER: N/A O w Ci AS -BUILT SURVEY 911 ADDRESS: 2525 JOHN BORROW RD. SPD (SURGE PROTECTION DEVICE) VERRON CONTRACTOR a LU B1 BOUNDARY SURVEY (By SMW ENG. ON 04-05-05) LITTLE ROCK, AR. 72204 COAX CONTRACTOR CONTRACTOR VERIZOWS REAL ESTATE MANAGER: LISA VOLENTINE T Z � 2.0 AS BUILT COMPOUND PLAN TOWER/SITE OWNER: LITTLE ROCK SCHOL DISTRICT GPS ANTENNA VERRON CONTRACTOR ADDRESS: ONE ALLIED DRIVE i 3.0 CONTACT: TOWER VENTURES / DAVID GOLDSTEIN ANTENNAS VERRON CONTRACTOR LITTLE ROCK, AR. 72202 O w COMPOUND PLAN PHONE: 901-794.9494 EXT 110 LU TOWER ELEVATION &ANTENNA DETAILS ANTENNA BOOM MOUNTS CONTRACTOR CONTRACTOR PHONE NUMBER: (501)905-1416 3,1 ADDRESS: - 4091 VISCOUNT AVENUE T 0 3.2 MEMPHIS, TN 36118 JUMPERS VERRON CONTRACTOR Z � � COMPOUND DETAILS & EROSION CONTROL NOTES HOISTING GRIPS CONTRACTOR CONTRACTOR ENGINEER: HERITAGE ENGINEERING 04 3.3 WAVE GUIDE BRIDGE, GPS ELEVATION, DIN MALE CONNECTORS VERIZON CONTRACTOR DIN FEMALE CONNECTORS VERRON CONTRACTOR CONTACT PERSON: ERIC D SECTION, PLAN & DETAILS ADDRESS: P.O. BOOXX5505 05 W GROUNDING KR CONTRACTOR CONTRACTOR BENTON, ARKANSAS 72018 4.0 GPS ANTENNA KIT CONTRACTOR CONTRACTOR Z EQUIPMENT SHELTER ELEVATIONS PHONE NO: (501) 939 - 2303 5.0 PROJECT: COLLOCATION WAVEGUIDE BRIDGE CONTRACTOR CONTRACTOR SHELTER FOUNDATION PLAN & DETAILS CABLE LADDER CONTRACTOR CONTRACTOR Y f~/3 6.0 UTILITY ROUTING PLAN VZW PROJECT NO: _ WA ENTRY PORT BOOTS CONTRACTOR CONTRACTOR MM VZW CELL NO: 538 HANGER KITS CONTRACTOR CONTRACTOR 1.� X X 6.1 ONE LINE DIAGRAM & SCHEDULES CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR _ 6.2 UTILITY DISTRIBUTION RACK ELEVATIONS & DETAILS ELECTRIC UTILITY ENTERGY FOUNDATION, STOOP CONTRACTOR CONTRACTOR ^ r) r� f 3'' _`� 7.0 COMPOUND GROUNDING PLAN & NOTES PHONE NO: 600-368.3749 (AS REO -D) `��`';G- CONTACT PERSON: N/A GROUNDING, TELCO & ELECTRICAL CONTRACTOR CONTRACTOR j'�r j-",.'�I;;:;,_, .x-.'.:�•=- I'V�'1'- `''-`` s 7.1 GROUNDING DETAILS, SHEET 1 OF 2 CONDUIT AND WIRING n 7.2 O:, 1 L�.illt. C GROUNDING DETAILS, SHEET 2 OF 2 TELEPHONE COMPANY: AT&T CRUSHED ROCKIGRAVEL CONTRACTOR CONTRACTOR 8.0 GENERAL NOTES & SPECIFICATIONS PHONE NO: - N/A I -. • W v a " 8.1 CONTACT PERSON: WA r¢�aer.D. 20,-6,077 SPECIFICATIONS k � -; � .;: ,..�,•��-,[ ,d L • .., 8.2 ELECTRICAL GENERAL NOTES `, Fl ENAME: 140075c1.Od+q TOWER DATA "jr Ro.6��: IssuEDAM v tfi OCT 14 TOWER TYPE: EXISTING MONOPOLE TOWER DRIVE TO DIRECTIONS TOWERHEIGHr:— 120' PROPOSED ANTENNA CENTERLINE: — 120' / ^� I �' FROM THE VZW SWITCH AT I430 AND CANTRELL RD, GO SOUTH ON LATITUDE: W-92.2'50.fi4" (NAD 63) / S {`�\ WARNING $ I-430 FOR 2.6 MILES AND EXIT ONTO I-630 EAST. GO APPROX .9 LONGITUDE: 405.6' 2'19.14" (NAD 63) ° MILES TO JOHN BARROW ROAD AND GO 1 MILE TO PARKVIEW GROUND ELEVATION: 405s' AMSL a p _ HIGH SCHOOL ON LEFT. YOU WILL SEE THE MP TOWER..` SHELTER DATA `u E NIS D(&o,aDlt,. EAW DRAWN BV: HERITAGE SHELTER: 11'{"x16'-101/2" SVWS03 MANUFACTURER: CELLXION :No. 7ADDRESS:- 5031 HAZEL JONES ROADBOSSIER CITY, LOUSIANA SHEEPHONE NUMBER: (318) 213-2900 GROUNDING: — TYPICAL Q COPYRIGHT HERITAGE ENGINEERING 2014 wm 7 r/ NORTH PARENT' PARCEL LINE - - - - - - - - � r I _ 1096.6 PROPOSED BUILDM SE79Acx aIV EXISTING 6FT LANDSCAPING f a I EXI S STING AREA 60x6O BUFFER AROUND FENCED i1 0 a z COMPOUND W/ TREES & SHRUBS _ �I lu 0 " EXISTING 8' f 3 I w HIGH WOOD ,fix, ... : W m i PRIVACY FENCE Z I P N f I � � - .. 1e�U�tIY zi:-. r'': , _ ' -, r �•l II � m - . .. - ,-'itn'�:i�= r-•�_ Y" rim . '.F Y 1 I I � H - }- �'••._ _ -�.1 • :•-7 - � rte- � LOOKING SOUTH EAST LOOKING WEST LOOKING NORTHWEST I 1 - SOUPR RENT PARCEL LINE WEST 26TH STREET (PUBLIC) LEGEND That emndvd.y.bol, voT be mond m dh. d M.& 0 FOUND PROINAIV CORNER O SET IRON PIN A CATXI)TATRn OR ANGLR POI NT PARENT PARCEL N%SEY. SWYe, SECTION 11, TOWNSHIP 1 NORTH, RANGE 13 WEST, CONTAINING 20 ACRES, MORE OR LESS,SUBIECT HOWEVER, TO THE EXISTING RIGHT-OF-WAY FOR JOHN BARROW ROAD ON THE WEST AND TO ANY AND ALL OTHER EXISTING RIGHTS-OF-WAY FOR ROADS AND/OR STREETS, DEDICATED OR OTHERWISE. AND BEING THE SAME PROPERTY CONVEYED TO LITTLE ROCK SCHOOL DISTRICT FROM ZELDA WEST HIRSCHEIDER CROW, BEING ONE ANDTHE SAME PERSON AS ZELDA WEST HIRSCHEIDE R BY WARRANTY DEED DATED AUGUST 08, 1963 AND RECORDED AUGUST 13, 1963 IN DEED BOOK 844, PAGE 289. 1. TRACT IS SUBJECT TO RESTRICTIVE COVENANTS, SUBDMSION, PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR OVERHEAD CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THE TRACT, ENVIRONMENTAL AND SUBSURFACE CONDITIONS WERE NOT EXAMINED AS PART OF THIS SURVEY. 3. THIS PROPERTY IS SUBJECT TO ALL ROADWAYS, EASEMENTS AND/OR RESERVATIONS THAT ARE OF RECORD OR ARE PHYSICALLY IN PLACE. 4, BEARINGS ARE REFERENCED TO ARKANSAS STATE PLANE GRID NORTH (NAD83). 5. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND DESCRIBE LEASE PARCELAND ASSOCIATED EASEMENTS. THIS IS NOTA BOUNDARY SURVEY OF THE PARENT PARCEL. 6. THE LESSEE'S LAND SPACE DOES NOT LIE IN ANY FLOOD HAZARD AREAS ACCORDING TO FLOOD INSURANCE RATE MAP. I�E� FNGINFFANG ERCEMENCE Heritage Engineering P.O. BOX 505 Benton, Arkansas 72018 (591)839.2702 FAX{E01)999.201 S www. HealegeEnglneedng.rot HE JOB NO.: 2014-00]5 FILENAME PLOT SCALE 1:50 1551E WTE T. N mw n,. ISSUE DATE Z 0 N 1p� rE KW� scAt>± Iso � BY: JP r CHECIOA BY: EAW TDRAVM T HEMR�GS ARLHASHD UN AIIKANSAS SHEET No. STATEPL MG RID NORTH DP.RIVFM 1R.XGMUMM1 AMQU c m W44 � r * ++ EXISTING SHELTER (9E7 PARKVLE%V HIGH y 1 / 99 N1/2, SE1/4, SW1/4 / EXISTING J SECTION 11, T -1-N, R -13-W EQUIPMENT LU m PUI.ASKI COUNTY ARKANSAS f TO PROPERTY UNE _ 197.Offf IO50.5t LEASE i0 Pl4pPER}'y UNI TOWER SETBACK IOSED BUILDING SFTRdri I i rn 1f00.61i1 TONER SETBACK I _ 1096.6 PROPOSED BUILDM SE79Acx aIV EXISTING 6FT LANDSCAPING f a I EXI S STING AREA 60x6O BUFFER AROUND FENCED i1 0 a z COMPOUND W/ TREES & SHRUBS _ �I lu 0 " EXISTING 8' f 3 I w HIGH WOOD ,fix, ... : W m i PRIVACY FENCE Z I P N f I � � - .. 1e�U�tIY zi:-. r'': , _ ' -, r �•l II � m - . .. - ,-'itn'�:i�= r-•�_ Y" rim . '.F Y 1 I I � H - }- �'••._ _ -�.1 • :•-7 - � rte- � LOOKING SOUTH EAST LOOKING WEST LOOKING NORTHWEST I 1 - SOUPR RENT PARCEL LINE WEST 26TH STREET (PUBLIC) LEGEND That emndvd.y.bol, voT be mond m dh. d M.& 0 FOUND PROINAIV CORNER O SET IRON PIN A CATXI)TATRn OR ANGLR POI NT PARENT PARCEL N%SEY. SWYe, SECTION 11, TOWNSHIP 1 NORTH, RANGE 13 WEST, CONTAINING 20 ACRES, MORE OR LESS,SUBIECT HOWEVER, TO THE EXISTING RIGHT-OF-WAY FOR JOHN BARROW ROAD ON THE WEST AND TO ANY AND ALL OTHER EXISTING RIGHTS-OF-WAY FOR ROADS AND/OR STREETS, DEDICATED OR OTHERWISE. AND BEING THE SAME PROPERTY CONVEYED TO LITTLE ROCK SCHOOL DISTRICT FROM ZELDA WEST HIRSCHEIDER CROW, BEING ONE ANDTHE SAME PERSON AS ZELDA WEST HIRSCHEIDE R BY WARRANTY DEED DATED AUGUST 08, 1963 AND RECORDED AUGUST 13, 1963 IN DEED BOOK 844, PAGE 289. 1. TRACT IS SUBJECT TO RESTRICTIVE COVENANTS, SUBDMSION, PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR OVERHEAD CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THE TRACT, ENVIRONMENTAL AND SUBSURFACE CONDITIONS WERE NOT EXAMINED AS PART OF THIS SURVEY. 3. THIS PROPERTY IS SUBJECT TO ALL ROADWAYS, EASEMENTS AND/OR RESERVATIONS THAT ARE OF RECORD OR ARE PHYSICALLY IN PLACE. 4, BEARINGS ARE REFERENCED TO ARKANSAS STATE PLANE GRID NORTH (NAD83). 5. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND DESCRIBE LEASE PARCELAND ASSOCIATED EASEMENTS. THIS IS NOTA BOUNDARY SURVEY OF THE PARENT PARCEL. 6. THE LESSEE'S LAND SPACE DOES NOT LIE IN ANY FLOOD HAZARD AREAS ACCORDING TO FLOOD INSURANCE RATE MAP. I�E� FNGINFFANG ERCEMENCE Heritage Engineering P.O. BOX 505 Benton, Arkansas 72018 (591)839.2702 FAX{E01)999.201 S www. HealegeEnglneedng.rot HE JOB NO.: 2014-00]5 FILENAME PLOT SCALE 1:50 1551E WTE T. N mw n,. ISSUE DATE Z 0 COPYRIGHT HERITAGE ENGINEERING 2014 0 N 1p� rE KW� scAt>± Iso DESIGN[-0BY: BY: JP CHECIOA BY: EAW TDRAVM T HEMR�GS ARLHASHD UN AIIKANSAS SHEET No. STATEPL MG RID NORTH DP.RIVFM 1R.XGMUMM1 AMQU c 0 COPYRIGHT HERITAGE ENGINEERING 2014 t p p # Y � ± � N 87.52'27• V � 34L.76's� � r' -. Y - - AsP;tAtr +7RNE ; r POE SO' IFI =RiSS/£4R83S & UTLL17'Y EASEURIff I 1 r I I I I I l SEFMCE POLE I LINE BEARING DISTANCE 1-1 N 02'1[1'07' E 60.00' LZ S 8747'53' £ 130.00' L3 S 02.18'07' V 60.00' Li N &7'41'53' V $0110' POB 5' UTmEry EASEla NT O.OZ ACRESt - POB 20' LRG/EGR>W UTH= EASSIGRi ii 0.41 ACRES-+ 1'CRIMP BLOCK I SANDON ADDITION &OW m r Jp • rr lT ! Tyr rG�, POST z 'Oa '1 ' 6` TEMPORARY BENCIi3fARK f - BOLT ON P-ffW RMRAMr , ELSYAT70N a 400.80' ■ '-4,4 q f CONCRETE t j POS 6' VTXrV EAsrar�7rr I EA I f POC 60' 180' LEASE AREA, 30• _ _ f IN0RP55/EGR= & I72E72'Y U EASSIG;h7 AND 5' UTBd7'Y l r.As�rusv.� POB 20' LRG/EGR>W UTH= EASSIGRi ii 0.41 ACRES-+ 1'CRIMP BLOCK I SANDON ADDITION &OW m r Jp • rr lT ! Tyr rG�, POST z 'Oa '1 ' 6` TEMPORARY BENCIi3fARK f - BOLT ON P-ffW RMRAMr , ELSYAT70N a 400.80' ■ '-4,4 q f CONCRETE t j o - 5/8' GIPPED RESQ SET ® _ WATER LIVER EA m TEIEPNOW PEDESTAL • _ FOUND PROPERTY WRKAR _ _ f U f POS Do• a eo• I f Lc= AREA ® - GAS A4E7ER PBD . PWNT Pr A'. 0.11 ACRCS:t POc - Powr OF coUAaWCEVENf ft a UCM POLE y _ mom Prr z CfY= or 7VR'8R- LAT, 34'43'60-843" NOMI T,ON: 90',22'7 9.E4.i' U671 GROUND 8L5-V'AT70Nr 405.6' R67H STREET PUBIIC RICHT-111L-1 AY ` 21 o - 5/8' GIPPED RESQ SET ® _ WATER LIVER (SMW) m TEIEPNOW PEDESTAL • _ FOUND PROPERTY WRKAR I U RY BENCH NA IEUPORABS ® - GAS A4E7ER PBD . PWNT Pr A'. tY .FIRE NYARW POc - Powr OF coUAaWCEVENf ft a UCM POLE y _ mom Prr z _ GOr AFlrad�a rw _ Arcoavo #fO wT?0M -__-v-__-•,.�- 0 - SETBACK __--_r----.�----r- - UWMROUND WATER Antelf SO&TARr ---"---- --'-- -----.-..._ - STORM SEM N 4 0 M. 60' 90' SCALE: 1' a 30' �sse� _ _ �•,h., _ _ max. 1'O.T. LOT i f� a 00f N O pARENT TRACT (DEED HOOK 844:, PAGE 289) N1/2 Set/4 SWI 14, Swt;on 11, Township 1 North, Flange 13 West, cotta20 acres, more or Isms. SUBJECT HOWEVER, to the 6410n9 right -of -Way for doh, Borrow Rand on the West and to any end oil other existing Hghts-of-Wray far roods ped/or streat5, dsdiontad or otharwEse. FLOOD NOTE The subject prepatty appears to lie In Zone 'r of the flood Insurance Rate Mop COfnrnuNiy Panel No. 05018 0101 F. which bean on effective data of October T9, 2001 and is NOT in a special flood hward arise. No Cfold mcamurcmenls were used In this determination and on ■levotEon eeriffiaaie may be needed for verNleottan. $ SITE NOT TO �E SURVEYOR'S NOTES ® - POWER BOX o - 5/8' GIPPED RESQ SET ® _ WATER LIVER (SMW) m TEIEPNOW PEDESTAL • _ FOUND PROPERTY WRKAR ® - CAS VALVE O - SET PK NAIL ® _ WATER VALVE- RY BENCH NA IEUPORABS ® - GAS A4E7ER PBD . PWNT Pr A'. tY .FIRE NYARW POc - Powr OF coUAaWCEVENf ft a UCM POLE POS - PMr Of EwDWO _ mom Prr A - CALCMATEV xAn^ _ GOr AFlrad�a rw _ Arcoavo #fO wT?0M -__-v-__-•,.�- _ ALCM -OF -WAY - SETBACK __--_r----.�----r- - UWMROUND WATER Antelf SO&TARr ---"---- --'-- -----.-..._ - STORM SEM -.�•�r•-�-� - OyrRNEAO POWER 1. Topegraphia & Laaeo Parcel Survey. made on the ground under Lh• aup4mis;an of an Arkarmas Regfstarod Land Surveyor. Dots of field survey is March 23, 2005. 2. 1=1 aro bard an ArkOnsas Saulf, State Piano Covrdinatas NAO 83. 3. No underground ullOfles, rmdergmund antroachmanta of building foundations were measured or located as o part of Ibis survey, gNsami otherwise shown. Trams and shrub3 not loeatcd, unless otherwise showrn. 4. Benchmark usod Es a eonarete monument and brass dime. HAVD 88 Datum with an catabrished travcticn of 363 fact, (92.4 maters), PID AF3004. Oiralo benchmark Ll as shown hereon. EkYottans shown are In feet and mfor to NAVD 88, S. Thio survey Mae conducted for the purpose at a Topographic A Lean Parcel Survey only, crud Lt not Intended to delineate the regulatory jufrsOcUon of any federal, mala, fag;anal dr local agency, board, commission or other mimOef enllly B. Atlenlfan In directed 1.0 the rod Ihdt thio survey may hoe been reduced or enlarged in dzs due to reproduction. This should be taken into consideratian Mhm obtalning seated dots. 7. Thla Survey was eonduolad without the bv&M of on Abeleact Title search. 8. 5urvsfar hereby states the Geadaua Coordinates and the Novation ahawn for the proposed contefto of the tower ora accurate to "Rhin +/- 15 feet horaantofly and to vtith;n +/- 3 feet vertically (FM Accuracy Code 1A). 9. Survey shown hsraan eonfarms to the Mfnfrnum RetfOre name as sal forth by the State Board for a Class -A' Survey. 10- Feld data upon which Das map or plot is haled has a ckusura precision of not tem than ono -foot in 15,000 foe! (1';35,O90i and an angular error that does nat exceed 10 secands tinea the squaws root of the dumber of angles turned. Feld travemo was not adjuated. A portal of IoM being a portion of that carlaln tract of land ac doam''bed In Dead book Bao. Page 280 In the Circuit Ckxk's offee. Pulaski County, Arkor m lying in Section 11. Township 1 North, Range 13 Watt and being more particutory described am follows: Commence at o I' crimp prpe found in pion at the NorLhwnt comer of Lot 1, Block 1, Sondon Addition: thence run N 0707'39' E a dletmlc• of 372.74 feet to a 5/6 nbar it., [SMyn and the Point of 8sglnning: thenad N 02'18'07' E a distance of 50.00 feet to 0 5/8' Tabor ad (SMW); thence S 87L41'53' E a rSstonc• of 80.00 foot to a 6/8" r-ber set (SW, thence S 02'16'07' W o dietonee of 60.00 feet to 0 5/6' rebor ret (Sufi- Omens, N 87'41'93- W a CIWOn" or 80.00 feat to the Paint of 6ogtnnirf3. Sold above described parcel contains 0.11 acres, more or less. 30' INGRESS/EGRESS & UTILITY EASEMENT M sdoement bgirV a portion of that certain tract of land on dacerlbed in Deed Back 844, Pogo 2117 In the Circuit Clerk's ✓7 ve. Pulaski County Arkansas iyfng In SdeiOn 11. Township 1 North, Range 13 West and being more particularly daac6bad as foliafrc Commonce at d 1' crimp pipe found in place at the NoRhweal corner of Lot 1, Slack 14 Sandoru Addislan; thence run N 0707'36 C a X tans , of 372.74 feel to a 5/8' rabor set (SMW); thonca M 0_'x18'07' E a dislance of 60.01) fact m a 5/8- mbar sat (SM thence S 87'41'33' E a &stance ar 65.00 foot to the Point of 9aginNng of anIngresa& t I&V Easement being 30 fest ;n width and lying 15 feet on each ode offollowing o vr. Sthhee described canlerflno; Lhonca N 111'34'1x' E a distance of 130.15 fast to o paint; fhencs k ,38'52'04" E a distance of 62.35 feet to o potnt; thence N 33'1331 E a dfetarree ar 66.33 foci to a point; thence N 87$2'27' W a dislance of 341.76 feat, more or fere, to the canter Itna of Barron Road and the Point of t;nding. Said above 402cribad sasemsm contains 0.41 acres, more or lase. 5' UTILITY EASEMENT An easement being o portion of that certain tract of land os doseribed in Deed Book 844, Page 289 in the Circuit Ckrk'a Office, Puraskl County, Arkaneos lying in Section 1$• Township t North, Range 13 West and being mora parLeuior>y described as fellows: Commanm of a 1' crimp pipe found In pieta at the Northwest earner of Lot 1, Block 1, Sdndon Addition; thence rum N 070x38' E o dialonce of 372.74 fart to a 518' rabor set (SMW); thence N 071S'07' E a distance of 1252 fact to the Point of Beginning of an MlIty Eosamont being 5 feat in width and lying 2.5 feet on each silo of this following doecdbed cantarlina7 thence S 7515'39' W a di.lanu of 135.60 faa4 more Or leas, to the point of "in. Sold above deachrhed tacement contains 0.02 actaa, morn or Ieea. SURVEYOR'S CERTMCAT'ION To VerIzon tYrelves; This h to certify that lhis map or Piot and the survey on which it to booed care made in accordance with'Minimum Standard Dcl.0 Roqulraments for ALTA/ACSM Land Tiu. Survaysp' Jointly established end adoptadf br ALTA PuraLtorit_ALSM he and tWS in 1999, and Includes " St adopted ALTAAL NSPS, and AC$M0-12 ofTand in affect on the data e1 tthlsArsrtificetiea undersigned iwihe ry cartiflee that; • the sunny maaaurarnamts ware mado In aeevrdoeu vith the " inimum Angie, Distance. old Crasura Requirements for Survey Measuramenta Whtch Control Land Boundarfed ror ALTA+/ACSM Lard Till Surrays.- PARKVIEW HIGH SCHOOL AR 1Ylliam L riowelt SEC. 11, T -1-N, R-1 3-W Arkanaos Rg;4tor•d No. 1425 PULASKI COUNTY, ARKANSAS LaJ LY Q moo Quo Q Qto C) h fn 0 E r iU C7 U to M C W q td GOO o 01 n to N 0 0 k N v to M e4 P4vW CALL BEFORE YOU (s) DIG - DRILL - BLAST 1-800482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THISIS 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 UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. m x zN 0-1 m o� col u O Z C 0 zU) O 0 \ m �m Mc m N m >� X N 2z ;um cD mLn > O O EG 98.59 10'-5» EG 99.3 x EXISTING 6' LANDSCAPE BUFFER ZONE AROUND FENCED COMPOUND W/ TREES & SHRUBS (f67'-5"rLF) EXIST. 8' TALL WOOD PRIVACY FENCE x EG 99.9 ' EXIST. 11'-5"X 16' SHELTER r r� J x EG 99.74 --_v -- - x�TOC 100.97 1 I v m 0 TOC 100.94 x EG 99.53 (E) MONOPOLE TObx x EG 99.25 99.21 r_--__--0 TOC 99.25 OC 100.O' I I I I L_ _ _ _ _ — - DEMO EXIST. 4'x10' CONCRETE PAD 98.95 __!_EG r`^—xITOC 99.1n I v I I ! I D ! ( I I L_ L J _ � -».- r DEMO EXIST. RACK 30'-0" x EG 99.35 SEG 100.78 zx EG 99.02 r- - - - - -- -Txl TOC 99.24 I I I v I vl D ' DEMO EXIST. 9'x16' I I CONCRETE PAD Iz TOC 99.2 D { L__-_-_- -Jl__ _J x EG 98.78 0 EG 100.7 EG 99.41 x HH Ti EXIST. EQUIPMENT ON STEEL PAD N x EG 98.89 - I (f67'-6" LF) EXIST. 8' TALL WOOD PRIVACY FENCE EG -98.89 .x PROPOSED VZWI EXISTING 6' LANDSCAPE BUFFER ZONE AROUND 12'x30' LEASE FENCED COMPOUND W/ TREES & SHRUSS AREA AS BUILT COMPOUND PLAN SCALE: 114" =1'-O" n 0 0 n �c m �h�OF AUT ARn.,„ HERITAGE I1..�.1 ED 5- ENGINEERING 3• �E No.1133 a h J a7A Iw— C S BG1� �'CL N7.R4 {we:[[+TMi0. [xCF�'cE Heritage Engineering F.G. Box 505 B-1. Arxenms 77010 (501)930.2303 FAX (501)939-2010 w Ns tegeEnghwdng.net co 0 R� w V+ 2 O N '^ ry V/ W w ZW z YF g a W Ll J S Q d Z Z) o = Z a o O _ U N J N Z) w z w c� m IL, i p: Q z Y U) W cr. X aW 0 3 a 0 w 8 z w a a U j EeE rcwC� W MOTSME. 1:48 K ISSUE DATE t: IF OCT 14 N ISSUE DATE z: 71 NOV 14 W 7 N N COPYRIGHT HERITAGE ENGINEERING 2014 I ync WARNING 0 V2 1 SCALE: 1/i"�1�-G• DE3IGNEDIN. - DRAWN BY: HERBAGE GHEGKE0 BY: EAK' SHEET No. 2,0 IRRIGATION CONTROL VALE BOXES FOR HVAC CONDENSATE LINE DRAIN, SEE DETAIL A13.2 VZW NEW METER IN EXIST. METER CAN BY POWER PROVIDER & SPD MOUNTED ON LOAD SIDE AS POSSIBLE TO THE N -G BOND IN METER CAN PROPOSED IN GROUND FIBER OPI BOX, FINAL LOCATION TO BE DETERMINED BY FIBER PROVIDER ELEVATION OF TOP OF FDN. SLAB FOR VERIZON'S 11-6'x16'-10 112" EQUIPMENT SHELTER EQUALS t9- AFG., REFER TO SHT. 4.0 & 5.0 VV COMPOUND PLAN SCALE' W14V =1'-0• NEW 4'-0"x1O'-0" CONCRETE PAD WITH GENRATOR, SEE SHT. 5.0 IT. EQUIPMENT STEEL PLATFORM QF AUp AR A rt HERBAGE 11..11 ENGINEERING A ry, yil NO.1133 k °s �1dt5 NGI� 4'QEYS %1 H (Em' EWr IKMDi "-F Heritage Engineering P.O. BOX 505 Benton, Arlunt a 72016 (501)039-2303 FAXIj01)g!9.2018 www.HerWpeEnpin .q.net V/ V'a^ '+ Lu Y R: OLu a J 0 J 0 a EL Z O O 5 N V W N " X Y W zz wa oa 0 3 i1 a U HE JOB NO. 201470075 FLE N TID075r S.0.a.q PLOT SCALE 1 64 j ISSOE 1: 16 OCT 14 IBSUE2 21 NOV 14 WARNING 0 112 1 rlew SCALE: AS NOTED DESIGNED BV: f. DPANTI BY: DAW ENGnEEWtIGE%CEU.ENCE Heritage Engineering C.5MED BY: EAµ' SHEET No. P.O. BOX 605 Banton, Arlmn—t 72010 (501)9:12303 FAX 1601YR9P2016 E rrMx,Ik11n1p�6rgYKMnp.net ©COPYRIGHT VERIZON WIRELESS 2014 a C' N TOP OF ANTENNA EXIST. 120' MONOPOLE TOWER TOP OF ANTENNA ELEVATION 222.71 PROPOSED VERIZON'S NEW ANTENNAS RAD CENTER = 120' AGL. FUTURE ANTENNA ARRAY Of pGr� Et. HERITAGE ENGINEERING y NO. 1133 Omni SitcoYea .GNO Proposed Configuration Note: Negative bit Indicates UpTlll Sector Antenna Ardenna Antenna Antenna Antenna Aril CL Azimuth Tilt 7001 850 1800) 2100 Line Te Llnd Face Ant# Band Function MaKe Motet DIM H4N-0 WeightHeight() ght TN Mech. Ani Gain Adj Elec Ant Gain Adf Elec � Ant TMA Twr RRH S Q LU (Inches) (lbs) ACL O I-_ d Tilt dBE Tan x Q Alpha 1 t>"� Cxly r Rx01 i>,0 AMPFipJOL FiTXCG316k00D T0i 83.9 x 12x7 6 :tri 5 120.0' 345° (r 130 4 WA NIA KSHyhnd COa15112 1143) 1 No No Yes apha 2 'W" C7 LU z LU 11` LU LU / of -a LU Alpha A ha 3 4 121q[rnr Rxi7Tx1 AMPHEJOJ VVVVXO63X73X00-T00 51.1x12x7-1 25.8 120.0' 345° W NIA N1A 16,84 0 H$H dCoax61120430 1 Na No Yes Bela 5 170" Rx0[Tx0 AMPHENOL HTXC631MCO-TO4 83.9x12x7.6 30.5 120.0' 105° 0' 13.a 4 WA WA SnamdwlthAlpha SocWr 0 NC IJo Yes alta 6 0 1ex>QNa ,i041-DGr Q FILENAME C Q j Mori ' 1:96 W ISSUE DATE I: 16 OCT 14 N Ball 7 Pxr Bain 8 '3ewsr+a ,� R I/Txl AMPHENOL WW?L0637L1U001700 01.1x 12x7.1 21518 120.0' 145° 0° MA NSA 16.84 0 ShsrednithAl t+50ctar D Nv Nv Yes Gemma 9 '7woYt71RxOlTxO AMPHD40L HTxC53161x070-T04 *Lox12.c7.'s 30.5 120.& 2251 0° 13,8 4 IWA WA Shw&dwtthAlpine Secbx 0 No No Yea mrli3 10 niRla 11 4-��cr. G�A111= 12 -v� 7nv Rx11 Tx1 AMPHENOL VwVX0637U3x01I1700 $1.1 it 12x7 1 25,8 t70-0 25' O" NfR N!A le.84 0 &tared W[m Akuhn SKbor 0 No No Yen 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. VERIFY ANTENNA HEIGHT, DOWN TILT, AND II AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION, I 3, ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. VERIFY WITH VZW SUPPLIED SDCO ANTENNA NOTES I 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES 11` EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER. I 2, CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE BEFORE ORDERING. 3. ALL COAX SHALL BE LABELED WITH BRASS TAGS AND COLOR TAPE TOP AND BOTTOM I NOTE: THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE, THE ACTUAL TOWER IN THE FIELD MAY VARY. I NOTE: PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. EXIST. EQUIP. SHELTER I TOP OF SHELTER EXIST. 8' WOOD F PRIVACY FENCE I = M I 0 FINISH GRADE = 99.21 MONOPOLE TOWER ELEVATION SCALE:NTS MOUNTS PROVIDED BY CONTRACTOR. MOUNTS SHALL BE DESIGNED PER THE LATEST ANSI/EIA/TIA-222 MOUNT SHALL BE ADEQUATE FOR ALL OF VZW ANTENNAS WITH ROOM FOR ONE FUTURE 12" WIDE 8FT TALL ANTENNA PER SECTOR. MOUNT SHALL BE DESIGNED FOR AN ADDITIONAL MAN LOAD (250 POUND POINT LOAD) ANYWHERE ON MOUNT PER SECTOR. CONTRACTOR SHALL PROVIDE DATA AND CALCULATION SHEETS FROM MOUNT MANUFACTURER FOR FINAL APPROVAL BEFORE ORDERING MOUNT. NOTE: 1. PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. 2.ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTHS SPECIFIED AND LIMIT RF SHADOWING. 101 O A"Orf%o oCdry A O � yc5 3�,4'� � NQ UZURE M1N' D F 05% ANTENNA DETAIL SCALE: NTS. t."E 'L lr ytA �81 ENGINEERING EXCELLENCE Heritage Engineering P.O. BOX 505 Banton, Arkansas 72018 (501)939-2303 FAX (501)9342018 —.HeHtageEnglnssHng.nst 0 i� N Q J W E Q LU o O Q WW Z S Q LU O I-_ Q Q Z o� $ 0 Z C7 LU z LU E LU LU / of -a LU H Q ~ w (L A 0 0 ° a w 7 0 1ex>QNa ,i041-DGr Q FILENAME C Q j Mori ' 1:96 W ISSUE DATE I: 16 OCT 14 N ISSUE DATE 2: 21 NOV 14 COPYRIGHT HERITAGE ENGINEERING 2014 0 112 1 SCALE: NTS DESIGNED - OVA AVI HERBAGE CNMc*za2': LIA SHEET No. 31.1 FACE 1 TOWER GROUNDING - KIT (TYP.) SEE ELECT. PROVIDE COAX DRIP LOOP 2'x-0" HOLD MIN 0 I.N NOTES: 1. CONTRACTOR SHALL GRADE SITE TO DRAIN AWAY FROM SHELTER. 2. SEE SHT. 4.0 FOR SHELTER INFORMATION. 3. SEE ELECTRICAL DWGS. FOR GROUNDING INFORMATION. 4. SUPPORT COAX AT 4' O.C. MAX. WAVEGUIDE ICE BRIDGE .SHELTER ' SEE F 1 NOTE #4 SLOPE CABLES 1/4" PER FT.L� TOP OF PAD (SEE AWAY FROM SHELTER (TYP.) COAX ENTRY OVERALL SITE PLAN) BOOTS (TYP.) 'EXISTING GRADE A TYPICAL WAVE GUIDE BRIDGE ELEVATION ��3 SCALE: NTS. REFER TO SHEET 3.0 8'-0" MAXIMUM 2'-0" MIN. . 6" SHELTER FOUNDATION DESIGN (SEE SHT. 5.0) I e I > r (P ENTRY P WAVEGUIDE ICE BRIDGE SHALL BE SOLID GALVANIZED �p� TYPICAL WAVE GUIDE BRIDGE PLAN VIEW GPS ANTENNA MOUNTED TO 1/4" THICK x 3" WIDE GALVANIZED BENT PLATE, LOCATION TO BE VERIFIED W/ VERIZON'S CONSTRUCTION MANAGER. NLL WELDS AND DAMAGED AREAS OF GALVANIZING 0 I GALV. STEEL PIPE CAP GALV. STEEL U -BOLTS WITH LOCK WASHERS WAVE GUIDE BRIDGE MOUNTING BRACKET RHON OR EQUAL WAVEGUIDE ICE BRIDGE DIAMOND GRIP CHANNEL 2' WIDE ATTACHED WITH J -BOLTS WAVEGUIDE BRIDGE HANGER KIT ANDREW OR APPROVED EQUAL AT 36" O.C. MAX. 1 L 1'-6"6 B SECTION @ WAVE GUIDE BRIDGE 3.3 s A E: NTS. - 3" DIA. GALV. ' SCHED. 40 PIPE FIELD MODIFY 1/2"xB"x8" GALV. PLATE 1'-2" DIA. MIN. 3000 PSI. CONCRETE ENCASEMENT CRUSHCD STONE COMPOUND FINISH COURSE GRADE n ' 1/4 z z u ` inti SHALL BE COATED WITH CENTERLINE J: TWO COATS OF BALVANOX EXTEND CABLE 10-� WAVE GUIDE PORT HILTI HAS ANCHORS 3" DIA. (MIN.) SCH WITH HVA ADHESIVE 40 PIPE (PIPE INSTALL IN STRICT LENGTH MAY VARY ACCORDANCE WITH TOP OF TOWER -' DEPENDING ON ENTRY w PORT HEIGTH, FIELD ALTERNATE POST ANCHORAGE cn VERIFY) FOR ALT. r POST ANCHORAGE, D a o SEE DET. C/3.3 C I m FINISH GRADE — (TOP OF GRAVEL)' I j�� r H SLOPE ! TOI GALV. STEEL PIPE CAP GALV. STEEL U -BOLTS WITH LOCK WASHERS WAVE GUIDE BRIDGE MOUNTING BRACKET RHON OR EQUAL WAVEGUIDE ICE BRIDGE DIAMOND GRIP CHANNEL 2' WIDE ATTACHED WITH J -BOLTS WAVEGUIDE BRIDGE HANGER KIT ANDREW OR APPROVED EQUAL AT 36" O.C. MAX. 1 L 1'-6"6 B SECTION @ WAVE GUIDE BRIDGE 3.3 s A E: NTS. - 3" DIA. GALV. ' SCHED. 40 PIPE FIELD MODIFY 1/2"xB"x8" GALV. PLATE 1'-2" DIA. MIN. 3000 PSI. CONCRETE ENCASEMENT CRUSHCD STONE COMPOUND FINISH COURSE GRADE n ' 1/4 z z u ` inti SHALL BE COATED WITH CENTERLINE .q .• a j TWO COATS OF BALVANOX FOUR -5/8" DIA. 2 1/2" COLD GALVANIZING HILTI HAS ANCHORS COMPOUND. WITH HVA ADHESIVE INSTALL IN STRICT ACCORDANCE WITH TOP OF TOWER -' ALL OF HILTI'S FOUNDATION REQUIREMENTS ALTERNATE POST ANCHORAGE RC1@ WAVE GUIDE BRIDGE POST -_ - SCALE: NTS. or Ar,T qHEWTAGEN ENGINEERING Y Y � NO. 1133 O E'n' i d COPYRIGHT HERITAGE ENGINEERING 2014 114 4QtL TNN HEM ENGN--E%CEL-- Heritage Engineering P.O. Box soy Beynon, AHmn— 721318 I5ul1v3v.23D13 Fw g.1ngI-18 www.Xerll88eEn81neenn¢Drel 1✓ Lu U) o 06 Z �a Q0 O iF- CC w Q 0ul d O Z 1- O w W O Tn M d r CD W Z O Y U) LLIm Q W o a 0 LU G tv Q a � � HE xrerq.; ?t71�M075 SIX NAME: 140075C3 PLOTw IE. ti'a1 ISSUE DATE 1: 16 OCT 14 SHEET No. 3.3 LIGHT FIXTURE :TU RE :N ( EXTERIOR ELEVATION 4.0 SCALE-. 1i-=t'.O" 17'-31" 2}" 16'-1 C;' 2}" 64 YB" 32" r WAVEGUIDE LOCATION "B1" 114 LIGHT FIXTURE [Jam OC] - -_ — 000000 00000❑ 000000 GROUNDINGO PVC 4" TELCO PENETRATION ENTRY a T — = 1" SCH. 40 PVC GROUNDING D o o PENETRATION o 11" 60 -%" 1B" �.v B EXTERIOR ELEVATION A.SCALE:112"=1'-0" LIGHT FIXTURE �v t� I I mnlr[r[IIc1 i I 0 EXTERIOR ELEVATION A. SCALE: W=1'4" — LIGHT FIXTURE o m NOTES: 1. FOR INFO NOT PROVIDED REFER TO CELLXION DWG. NO. SVWS03 SHT. 1-0 THRU 6-0. 2. INFORMATION SHOWN IS SUBJECT TO CHANGE WITHOUT NOTICE. 17'-3}" 2}" 16'-104" 32 Y2" WAVEGUIDE LOCATION "D1" 114 OF AST ART rHERrrA ENGINEEE I �D NO. 1133 � t �P.[ryg[y EKfiK" �SLL 1fARi-'. EI�IrE�' Heritage Engineering P.O. BOX 505 Behan, Arkansan 72018 (501)930.2303 FAX(501)939.2018 www.H.It.9.Englnend q..l U) CIO 43 ELEVATION KEY C 0 D 4.0 Q Z w z 0 Y0 WILI 2 Q 0 w CL 64 1b" W Q = Z F- 2 O (n LU M � Z Lu W z 2 == N Y ct) d �j 8"x8" ALARM BOX = a 1" SCH. 40 PVC GROUNDING 3" SERVICE PENETRATION ENTRY -O 1" SCG.PVC GROUNDING PENETRATION o a o 18" p EXTERIOR ELEVATION A-0/1 0 SCALE. 11/2"=V-0" — = o — I — —_ tp ttC AB HD. Sofa–DOT. — riuw� 1400rx4.we.1 /tAT6 1:24 I9NlE alE 1: 1E OCT 14 wMNwo g 112 1 Axa ,®.oumn nm� DEBIOP9P 0.1 ORNNT7 BY; HERBAGE LHECI DBY: W SHEET No. 4.0 :OPYRIGHT HERITAGE ENGINEERING 2014 -0110