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HomeMy WebLinkAboutVA199900032 Application 1999-11-15 IA County of Albemarle Department of Zoniny 401 McIntire Road 5.1`Gi' 4 3 Charlottesville, VA 22902-4596 z (804) 296-5875 FAX (804) 972-4060 q�j VA- 961— O J DATE: lI-JS- I J FEE: $95. 00 0 la(o& STAFF: 5-044 VARIANCE APPLICATION OWNER (as currently listed in Real Estate) .p;VAA. 77US4-tg5 Name 411 Lard -frus± Okat44,i) OJ - .1 AAt ✓` Phone Co`I ) 919 - 81$I Address ea 6b ( c l (i 1 C1 11011,0 V 6 -zno6 APPLICANT (if different from above) Name CFv11 )r-)e-tos Phone ( )40) 99‘, - 850 Address PO. iSc, 21321r LA)uynesboro, VA Z29g0 CONTACT PERSON (if different from above) -72-9(o Name Dick Sdir .', raiLt6L 356J Phone (540) 946 -44W- Day Phone ( ) 3"7 8 Address P.O. t4laynee boro, VA 22180 78O LOCATION: V,1 Power -ower o, So&.--lh Pardops ,QriJe PLEASE PROVIDE A DESCRIPTION AND JUSTIFICATION OF YOUR REQUEST ON THE BACK OF THIS SHEET. OFFICE USE ONLY ? kta yVyVi 5't TAX MAP , PARCEL 1 Jc. TM , P ; TM , P ZONED: ORDINANCE SECTION: Board of Zoning Appeals Date: 1 / � / 1 it Z S 1 at/i¢o (.4 Special Permit 5() - 96/ �( ) Variance ( ) Proffers BZA ACTION: i q 8 A-gs v�f DESCRIPTION OF REQUEST: try -I*h-,s proposes- -1-o Install, mui✓►+c vi r repair as cycr (epIace, a- fefecom✓nani ra-hens-F'asilif/ ail -its be' loaded �v+-Whin a 2c 2o' lease pave'. (F'W proposes•-f-o place a ID' t;c+&Ision or) an e'isfin9 V&PCB -towel. All ground erjcupniant will De, inccNed undrnneath -1,141 *we✓ itsc4I JUSTIFICATION SHALL BE BASED ON THESE THREE (3) CRITERIA: 1) That the strict application of this ordinance would produce undue hardship. The VEPCo dower ac-htally s-lraeldles •i'he pr;,pc:ely line. As such, CFW is reluired 40 locale fhb eq ui mevrt 10 close prnximifki •46 4ce prpperly (w -Iion 4Ais crcliVunce Would {r�rce F1A) -4r) ct pply • v neW s-irtAaufe 'immediate. . 2) That such hardship is not shared generally by other properties in the same zoning district and the same vicinity. ►Jo c;111eo pope;M to the i►nrnctliale area has ce VEPCo hoe -thak is ioecrfeci -the prtpe;Jvtane. 3) That the authorization of such variance will not be of substantial detriment to adjacent property and that the character of the district will not be changed by the granting of the variance. -rIte au-fhorizafion p.F -Wits vaviance will viol- be of subs-tan-hal de+vtrnen-t -b acijace.4 properly because of -line extskinci power tine, -1-inat -1-vcuerses tie avect_ Our proFosed Wei6iov, (.uric! ectuiornvt Wculci lave a mitnumcil 'mend Ii'4. the tnstulla-hon PermiFkd nne -tower down. The application may be deferred by the staff or the Board of Zoning Appeals, if sufficient information necessary to this review has not be submitted by the deadline. I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. � 1 )5(c/9 Si nature g Date Receipt# ate ALBEMARLE COON' [ 62 1 - °=,,:!":.,,, I/ ----.. -.) 5. 1---L Z \44% °, ,. NIL A IL, \V...\ 1 5 1111 46440tilt\ \L 4.\ � .• 1 ., IIK"' SE CrON 78A . ►+ N PAME 047124 IX 11 � . ; 9\ ��,Ilf'1 ,,..4glecii___TU:. .#,‘r. V &,5,7 ' " __,___---- --..A, . -,i,-----"kti #,. ,... 734 44.74 __in, ,094: -7":;;N... . ',,t.,,- 1011, INA , 55„ ..41rit7;7.7:7- ‘ ( 0 a.° t. \.1. IVY 1111601111pf riivii_Z=. ON ) 1.4:11\ H 204P44, \ , ,,,.i-r------ 51 7•• 7. ,t-- ry 04 1 -�1:-°400,...,- \ 1 50 �� imo--.... .,..., /1 (:-. .- ,...____ --go' TfI ¼ :. ( al 7:„. iii---. -- wft„......_______ 79 ..., K . .., , . ,_, VD '"--'--' .14k, . ., . t'/,,<. arr- 7.7141,-;,4.*fri I 04 . .) N., • ., Y../ 7: . i 4, 0i) -`�. 37/, -- R 2t N fM L_ 29 ' --___/ - . • l. \ MONTICELLO 1 22 \ ....../,„</. N...N"4-411) .\_28 a 0_fL7- ../.. " API, Ogr. _,, ,.,,,.. 7015r. i4 *la .. 1, ra- \ II 7 ` fs . 7 ` C T. Z, / ETA I 11' / )Sz, \ >7 • 1 '-)-. :4 //4 -1-34.9/. _---L 2-(r ..".',.2". / • / * \/ / / 92 _, ,C ON[�� . SCOTTSVILLE AND SECTION 78 »• .» ON •»• RIVANNA DISTRICTS • .. . • t. A: -a C •M • BK 1490PG0209 008326 THIS DBBD is made this 5th day of September, 1995, by and between CHARLES WN. HURT and SHIRLEY L. PISHIR, as TRUSTEES for the SAND BIDS I?JID TRUST, pursuant to the terms of a certain land trust agreement dated February 7, 1992, (the "Sand Beds Trustees") , ` • • _ CHARLES RN. HURT and SHIRLEY L. FISHER, as TRUSTIES for the VIRGINIA LAND TRUST, pursuant to the tarns of a certain land trust agresaant dated Nay 1$, 1154, (the "Virginia Land Trustees") , the Grantors: and THE PAVILION AT RIVER BIND, L.L.C., a Virginia liaited liability ooapany, the Grantee, whose address is P. O. Box 1911, Charlottesville, VA 22901: WITINESSZT H: FOR AND IX CONSIDERATION of the sum of TEN AND 00/100 DOLLARS ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged by the Grantors, the Sand Beds Trustees do hereby GRANT, BARGAIN, SILL, and CONVEY with SPECIAL WARRANTY OF TITLE unto the Grantee, the property described in Schedule A attached hereto and the Virginia Land Trustees do hereby GRANT, BARGAIN, SILL, and CONVEY with SPECIAL WARRANTY OF TITLE unto the Grantee, the property described in Schedules B i C attached hereto (the "Property") . The Property is conveyed subject to easements, conditions, restrictions and reservations contained in duly recorded deeds, plats, and other recorded instruments, if any, constituting • constructive notice in the chain of title, which have not expired by a limitation of time contained therein or have not otherwise become ineffective, there being no intent by this deed to reimpose • • -1- • i 1. �...i•' ..it 's n ' i • :S �• , � r l r3 ,a yea y..�y j�C.fw � � Ni w': • • '.�i• ••i ts r i r:.. s + , • • r. . S ! ..pi 1 i4 .s 7.1 1` s:'`y .i-i.1:'.+• ;. } i THIS DEED made this Zorn may o= uecuwoei, 470m, 1.0.1 between Land Company, a Virginia corps ion, ('Ivy'), of the first part; Pantops Associates Limited Partnership, a Virginia limited partnership, ('Pantops'), of the second part; and Charles Wm. Hurt and Shirley L. Fisher, as Trustees for the Virginia Land Trust, under the provisions of a certain land trust agreement dated Nay 18, 1984, (the 'Virginia Land Trustees') of the third part, all of whom are hereinafter sometimes referred to collectively as the Grantor, and Riverbend Limited Partnership, a Virginia limited partnership, ('Riverbend') , hereinafter sometimes referred � to asthe Grantee, whose address is P,Q. c5571r, r�viFt�+�ales VA 1. nZ1; Pantops Office Building 1 Limited Partnership, a Virginia limited partnership, ('POB1LP'), and Charles Nm. Hurt ("Hurt"). IIITNEfiBE2BL Becitall: Pursuant to an exchange agreement between Pantops and POB1LP dated as of October 28, 1984, Pantops agreed to convey the property herein conveyed by Fantops to Riverbend (the 'Pantops Property') to POB1LP in exchange for POB1LP conveying Lot B containing 44,102 square feet fronting on the east side of Riverbend Drive, Albemarle County, Virginia, to Pantops. At the request of POB1LP, Pantops is herein conveying the Pantops Property directly to Riverbend. For and in consideration of the sum of Ten Dollars, ($10.00) , cash in hand paid, and other good and valuable consideration including a deferred purchase money promissory note of Riverbend, receipt of all of which is hereby acknowledged by the Grantor, Ivy and Pantops do hereby GRANT, BARGAIN, SELL and CONVEY with General Warranty of Title (according to their respective ownership interests in the property hereby conveyed) unto Riverbend Limited Partnership and the Virginia Land Trustees do hereby GRANT, BARGAIN, SELL and CONVEY with SPECIAL WARRANTY OF TITLE, (according to their respective interest in the property hereby conveyed) the following described property: That certain tract or parcel of land • containing 15.2828 acres, more or less, as shown on a plat of B. Aubrey Huffman and Associates, Ltd., dated December 21 , 1984 and entitled 'Plat Showing Revised Parcels 15C-1, 17A and 17G 1 Bea $$ 23 LB7I3 Sheet 78, lbemerle Tax Maps, opy cf which attached hereto and made a par.. uareof. Ivy also conveys to the Grantee herein a non exclusive easement for ingress and egress to the property herein conveyed over that portion of New House Drive as now exists and an extension thereof as shown on the attached plat. With respect to the conveyance by Ivy, the property conveyed is a portion of the property conveyed to Ivy by deed of record in the Clerk's Office of the Circuit Court of Albemarle County in Deed Book 418, page 358; Deed Book 631, page 338; and Deed Book 733, page 526. With respect to the conveyance by Pantops, the property conveyed was acquired by Pantops by deed of record in said Cr unty Clerk's Office in Deed Book 746, page 125; and Deed Book 768, page 503. with respect to the conveyance by the Virginia Land Trustees, the property conveyed is a portion of the property conveyed to the Virginia Land Trustees by deed of record in said Clerk's Office in Deed Book 799, page 433. The above property is conveyed subject to all easements, reservations, restrictions, and conditions contained in duly recorded deeds, plats and other instruments constituting constructive notice in the chain of title to the above described property which have not expired by a time limitation contained 11, therein or otherwise have become ineffective. Hurt joins in this deed individually to warrant unto Riverbend Limited Partnership title to the property conveyed by the Virginia Land Trustees as if said conveyance had been made by Hurt by General Warranty Deed with English Convenants to Title subject to the matters herein referred to. A right-of-way seventy five feet (75') in width as shown and described on the annexed plat (the 'Easement') is hereby reserved by the Virginia Land Trustees and Ivy for the benefit of any property which the Virginia Land Trustees, Ivy or Hurt may hereafter designate by written instrument to enjoy the appurtenant benefit of the easement. 2 erK d Id PAGttJ 1 1 4 This dead : be executed by the parties he] • in multiple f counterparts art 1i! so executed each multiple counterpart shall be deemed to be an original and shall be recorded together as one deed of bargain and sale. POBILP joins herein as contract purchaser of the Pantops 1 - Property to request and direct Pantops to convey the Pantops 4. $ Pcoperty directly to Riverbend. i IVY LAND COMPANY ' BY E 17 /Sow -t Shirle L. Fisher, Secret i PANTOPS ASSOCIATES LIMITED PARTNERSHIP I By Its General Partners f Albemarle Investors, Inc. i ::?))11.0...t4....1-91 -1---- A By Its President 1 `- /Zzi . And By e '-c-"g- Charles Wm. Hurt, Its General - Partner 144 D. Fe for stee for the ginia Land Trust the Virginia Land Trust g• n , i Charles Wm. Hurt PANTOPS OFFICE BUILDING #1 i LIMITED PARTNERSHIP I 1 �i. By �`' l� ' Charles Wm. Hurt, Its General Partner STATE OF VIRGINIA CITY/COUNTY OF Ci iniPmQAQRr , to-wit: t • y. The foregoing instrument was acknowledged before me this f day of December, 1984, by Shirley L. Fisher; Secretary of v j Ivy Land Company on behalf of the corporation. My Commission Expires: ' \\-64-gLi QQ 7 Nary P�lia���� STATE OF NEN YORK CITY/COUNTY OF , to-wit: 's The foregoing instrument was acknowledged before me this c day of December, 1984, by Vincent Nest, President of Albemarle Investors, Inc., a General Partner for Pantops i 3 .VOTa<3` I, (� � +L I 1 , !II OWNER' • PPROVAL, IS GU TyAfiJon Is nnut: /+y/�� ^'ac;Ats1'iNWvdr C' / r T .A/0. I�. .1,WITH' HE COHSE"`" .I;Z UNO. "'N►n owr.'i4, 4l/. .4 /wYraA/ OAP 7Sc1 /74 70 net .t I....' p.! II . ! . .4WJ .O 79 01.y0 dM90 4!1.17•,O.!'.++/rtie+L /7os / / •RS' ' `++3..' ••9W. . I' of ;! �r . • '"944.ctG 'Al"aowr4/w/m. ���O4fa'44/0 ''I,• r I1+. �/ ' •K• as•w.Q . elo rreon/ or .'ara aG .ro i;�9 OC:.• .�'/1!'m' 4 /1 Mom, .; W ! ROO4O q.v0 dtoow•d .1•,I'4f/r7. O/r/s!/fIDSL/ 4 • I /r/ %0^: d � ' t�1 t ,I . / al a!t. ' • /M/ OIGla'.00.4"/71/N/•v4F QAl*.IO•fi .4V0y=• �.t eC/.W At I.ti.f7•.o./ O. /N.f000 ',el/I AyO •• ` , Co • ._OF... c ..� • STAT O , .•,..• .,/+r.r.!I'T, o- G2•41"4..I/..v0 %7. t77.AO/r4[Jt...{ • ••1,1:Ts E FORE.OIN INSTR . N ' dtnt•O .•I•.vrr oN , .1•.fos•Q•:S0/ 7O.1 •7b r'I• • C11NO •GEO BEFORE ME THIS .,4e •AY OP 4s oo�o .•y0,OlCOM s •.; .b.rryo.v pr ;: • Crbooks I • eeiercQ•G /74. . : , I 3TATE'OF V RCINIM,CITIf;OF*-I'• t b l''. •. 2.9y84 BY • jj�s AS • \Tor/.fCC O/'T/7raJ:OIAIILOTTES ILLE,.to-wiFt1 ,The', I • I7tfus�l7 I ►T `,t 0" !•' • rid:6f : .-D • . 0,4. 7.T7-•AIe foregoing In.trweni wee.sck o I V.,r . •• o„.• • ., . • f1A .a el. vc...ra. .. . I 4 4. .lt,, Nt • • 1 lodged before toe this Oth� •uy •,!, 1�► "' ,Qy 4.4e..i�1 let I Ost.elbet, 9841 by O.vld,W Ku• ♦v.!COUNTY;OF(l 01�G»n 1 , STATE 0 •k nA, l•OS • 0.41.*et lftT Agent'for f110evar1u; ; I I t r 0.WIT:;THE. 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AGrQL"Mi1/.T G'GbU�•{TY. iTi1X: /�PS. i :• .. . :•1 . .• I•I •. . • '0144eM.1.t4 el Oat/ ; V//R's/.V/A' ! i l • 1` I I i'osca.�•r•ew:e4 y .magi;. ;I ! I I!. ' ; I ,i . • I iN O .4V•?OC/A7'!_RT; 4_7Z7. . I O. /9CJ.0/tGrY:Nc/RFMA /tt/ i II • lL. -7C'Y/C En/d/.tfat•!%t/a--GfNO.V.uRYCY}NQ-.G4N0.1°C 4.vN/'VQ __....- _ I I 1 '•. , I' ' . 1 • .; aNA/TGOTTGN7Y/GC `.Y//lTol/N/A:I I I r. • • ; I ' M" -''`•T. ' t •I••. :• ' . :I• . , • . . ,• II '; : • • 'rl. •1LI.11: :: . :;;;, I : I1' : : ; • I , „ • ; I • . . ! 1 TIE N10.06' 11" W LEASE PARCEL Mill 44.07' CFW SITE CV 307 400 SQ.FT. N81'17'42"E i 20.00' \� 06 P-M RIVERBEND L.P. \ /I'ax Map 78 Parcel 17 G 1 D.B. 1034 PC. 445 ZONED HC iv S08'42' 18"E O& N08'42'18" W 20.00' �t < ` 20.00' �'� 0 6' to i '' POWER s, 4), v . TOWER POLE s•2�o �D, o O� S81'17'4 "A' N 'f' Q0, '�4 1 20.00' N N �' 4' zd. \�� N NN 1 -i-Ai )t) / N ‘ • • 4, og CENTERLINE OF \ O' o' \ �p nr\i -, N VEPCO EASEMENT o \ D.B. 186 PG. 159 \ �.i jp� N 00 �, / '�6+- \ t \ 15' INGRESS/EGRESS ° EASEMENT Tax Map 78 Parcel 15 C 1 c o� `,,� Charles Wm. Hurt & Shirley L. Fisher`t Trustees for the Virginia Land Trust �0 " Tax Map 78 Parcel 15 C 3 �0 NOTES: ( f jj D.B. 1069 PG. 488 \A \ ZONED HC 1) OTHER EASEMENTS, IF ANY, NOT SHOWN. NO TITLE REPORT FURNISHED. T 2) BOUNDARY LINES DERIVED FROM A FIELD SURVEY LO T 2 AND FROM A SUBDIVISION SURVEY BY B. AUBREY HUFFMAN & ASSOC., LTD, DATED SEPT. 27, 1989. 4, LOT 1 3) • DENOTES IRON PIN SET cso ® DENOTES IRON PIN FOUND c.`'- 4) THIS LEASE PARCEL IS NOT IN A F.E.M.A. FLOOD ��a HAZARD ZONE "A" OR "B". 1, �Ao c' CURVE DATA C2 R = 35.75' L = 26.77' SURVEY OF A T = 14.05' & C = 26.15' LEASE PARCEL CB = S30'09'37"E INGRESS/EGRESS EASEMENT Cl R = 15.44' FOR CFW WIRELESS L = 15.0000' ON THE LANDS OF C = 21.51' CB = S84'13'01" w VIRGINIA LAND TRUST ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 50' DATE: NOVEMBER 4, 1999 Pti P47' ?,, MIRA Patton Harris Rust&Associates,pc 1 Y Engineers,Surveyors,Planners,Landscape Architects 118 N. Main Street O G A. DD Bridgewater, Virginia 22812 NO. 1 44-B 540-828-2618 Offices: % /r- y- '7 4 Chantilly,Va. *�N9� SVR % Bridgewater,Va. Virginia Beach,Va. r.4. — too Leesburg,Va. Winchester,Va. PHR&A 10419-12G N N UNOf H5IG tIJ UWNI N,YNUYMIt SUN; AMU TMU; t• [; Ahr \\ . - JO1 - A' •6.00' IY r10UNOARy ,s Y E R Nl1lN[NCf TU/utUN[ YOIINIIAL WvfIUYMIhT I; IVY( /ONc �,. ..----'.-----------......-----r.. DltrLO AS tIIIUNI. I ONLr AIL :VQ '.lt h 7 A111/tji 11!yp' OF N/V(R � TO Tn15 PlA T ANI TNUL ANO CON ht L T TO rnt (ip'.bl W 1��/ // Jos . COUNTY OF ALBEMARL'E -___ • '1 STATE OF VIHGINIA , TO-WIT I A, I mo_=__ TNC rORCGOINfI INTTRUM[Nt WA1 ACYNOWLCDOCO Y['OPt me' —1- ^� _ Tn 15 _ SAY Or ifl}_� IlY7 Yr • ' \ I -_-�� . _ SLa�1..r. .eL _ f• -, ':1•+•1 . A: O W N C R /00 YIOI __ �� II(-) • Yr lDyYI Ssf. _ CRPTRES li I' �� F/o`d P/o.w Li.n.l __ / 1 • E •o I 01 a PARCEL W '^ o • 0 T / to TOTAL AREA 1.492 AC Ti• Me/ 70 Porto/ 10 ' h 11I5 7 AC h O 1.4 - �1 -1` S•r/w Papaws I// Low/ Terre N I I•wI/ MC ^ h Ion•/ NC L Tea MS. 70 P•rr•/ /1 C/ ,� `�.� I5' O.B. 75/-3// I•w•I R-IS b - b •e Ll/ T • Yir piwll Lsw/ Trrr/ : wr O.B. BIJ • 7/7 Z ,•I NC 2 YI TOTAL ARC• I2St! AC r+• C 0 °" ♦ I ws/ NC '•E�i+r Sin Sr�•� n_� ° i. - •• •1 .,_/ I I Ir : / oi( 1 W // Ia I O I I If,is/. Enrl1 S/ 7 \ ,, Bu///iwp ` \ / / t / S°//°�1P°e tE°° . . ist 1i�LIil /.. aI ° I... I T I . �DI�Uttll het°t I or Mop ertl 1761 R, I L.wi is PcrI:.rsl!/ 'r ' ;1 _ a _ /S, I • . 4 010:- 'mi1 0 B. 030 -36♦ Isw•I POSE ` • fey- 9 �t � c �, PARCEL X _� h Z ._~�io.r3."rr- • JO's/IF s•rAet• Liw• __ _ / 0.2957 AC. ry i.per' N } In I o s3r•Jo'E : PARCEL Y 'j°7O 4,Ar I I /1.lB' '59.00' "I C 257-AC. t N S2•30'W /r/ 05' 1300 ZOO 00' I( St,je. L......... I 274. 6F. __ . ' \r'JO 'E 53.'O30"t S 31° 36' E sJ1.IJ ••.........., Sir•JO O tt ~ *'�-�1/0 /05 J ' ' . zll•JO•E •_ — N O fad e/ P -06 O° 3.00' 300' 0 00 O R / V £ SorllRIII0/Arc/e0 11101 •Doles it OLOINEu , Y 13C2 O 1, De/tee/too as• ° / •63 93 ' s OUT r H PANrOPS M0 e ,� y ps/rte/s/ N Pr1/it Ut• IJ1. /0' N31 JO'W o r N31°JO' W • 9B. l6' .� . !o ` S 5I•50'E 1 I 99.00'p•O lu• //J.00' z•30'W f,i+/. Sew Sorsr -.43...1\ b0 ol0 O- _� To• Mop 70 Puts/ /7HE �i\\` I —° ,� o o ? E,lt. IJ• Sec. Ssripr Eet•wipcl ' Pew/eN O/7,ts Br,I/Ic/ r,.o \ bl 1 ..,h /3.00. .I 50' B/I/ Sleets L,w• Ns,/ L,wil•I Piprlw•rsci/ \ fip \ 2 N 3Z 30'W k O .I MINIMUM OP 30' BUILDING PARCEL W BE/NC A PORT/ON 0 REEL /SC2 vD.B•197• lOJ loose POST \01 \ � ° SEP..RATION BETWEEN EXIST. \ SHEET 78 TO SE ADDED TO AND COME A PORTION • I \ % BUILDING ON LOT J t ANY El I r/. 1 OF PARCEL 10 SHEET 7I Tip, Map 76 Pores/ /JC c " .I FUTURE BUILDING ON PARCEL Br./I,np PARCEL X BE/NC A PORT/ON 0 RCEL /SC Virp/w/e Loll/ Tows/ °I ISC UNLESS OTHERWISE SHEET 78 TO BE ADDED TO AA (COME A PORT/ON 0 B 799 • 455 Z•w•/NC • I� • O APPROVED BY COUNTY FIRE OF PARCEL 1O SHEET 70 TOTAL AREA REMAIN/NC 9./5/0 ACS. • Tips Mip/ 7B Port•/ 1O ti .1I OFFICIAL. W PARCEL Y PE/NC A PORTION C ARC£L /SC A' Ssr/c /Iwr•/r /// L•wI TrrlJ •� J LOT 3 I O SHEET 78 TO BECOME 4 PORT OF NEW LOY/. PARCEL I BEING A PORT/ON ARCEL / 0.0. lil•3/ip low•/ NC3C 0 • 7302 A„ • h • SHEET 7B TO BECOM.A PORTI OF NEW LOT S. r. h, NO FURTHER DIVISION WITNC PLANK/NC 0A13'IC00 S ` s.j Jig• ^ 2 PROPER!'ON SITUATED /N R/V NA MA BEFORE AL .0t r.r. r/ /i/STRICT. :� G� ... f IRON PINS TO BE SET AT ALL HERS BEFORE A I J9 R"F.EDMtAKS Z • BUILD/NC PERWIT CAN BE /SS L' k 1I70 • T.M 7I Pipr t•/ /6 1 ' 7•o.. y k /Er•wt Preert/ Coo/ow7 . w.o•, °D XB \ 0.0 611-159 Lows/ NC oo, F 7, t e SUBDIVISION PLAT SNOWING DeB. 69r0Oj0,, ' /,•., ` OtURV�O� \ . / SOUTH PAN TO PS DRIVE LOTS l ,2 8 3 a '- J9.t''r••,,v •,.,..,_ROAD DEDICATION FINAL PLAT BEING A r. •,.,..,_ Arc l REDIVISION OF PARCELS I5 C A I S C 2 COUNTY OF ALBEMARLE COUNTY OF ALBEMARLE CERTIFICATION ON SHEET 78 COUNTY TAX MAPS PLANNING COMMISSION BOARD OF SUPERVISORS THIS Is A CORRECT AND ACCURATE ►L AT, PAN T O P S Rt�.�d P /[ 7ij� f/ • ALGENARLE COUNTY V I P G I N I • M A RCN 10 1 9 •IS R 1 e l••I ,J U L Y 27 tie? '1.I�a7 4eftykdZ 1 `f!'N4•et/ I e °o ,eo ISO teo t°o too �j! �+t IITr[�L Gr er Y,t Stale IA Fait ! DATt OAT[ �• R /. EOIrAROl, l.3. I 0 . AUBREY HUFFMAN 8 ASSOCIATE S , LTD. / CIVIL ENGINEERING . LAND SURVEYING sal LAND PLANNING / CHARLOTIES VILLE , VIRGINIA • V - • S I ALBEMARLE WIRELESS COUNTY PANTOPS , ,,,,,,.,, . VIRGINIA 1 CV307 , 7 4, 4 % f.,x 'gam / , i :'''IN'''' ''''''''4:):T At/ 4. . - . +/ `-.1 {� INDEX; 41�,AA, � RA ` ,. DRAWING NO. TITLE ( . / i . 14 ' -/1/PA2TQPS TITLE to :25U ?t,,,,,,,,, 17 ''''.4"Ste ` t4(410fr:\ ' �' W4 1 LOCATION 2 ELEVATION Ss/ f �, le;y� ;., a *ap S't�«2;�r�g G'sr �� 3 SITE PLAN Ailit -; , Nt, )I\\\ �� 3A H FRAME a 4 ANTENNA GROUND D �P �. _' C. 'I'''. ms � C\\\*.jv..'''''' :// ETAIL S ' 5 ANTENNA DESIGNS tjj' ' ''''''' ':--‘*‘ \ 6 STRUCTURAL DETAILS/ PAD nt ` :' �,, , 7 STRUCTURAL DETAILS 40,f '1 .1 \ Z 1 \ ''''''''''''m\''''NN'''s..--,jl e,--`• '--....., \ .„/ " /'r CFW VICINITY MAP APPROVED BY: DATE: NOT TO SCALE ENGINEER: SITE LATITUDE: 38° 01 57.5" N. SITE LONGITUDE: 78° 27' 26.8" DIRECTOR: E CONTRACTOR: • cur) LLEI (i)M 12' PROVIDE B X 2'6" OPENING PRO E APPROPRIATE FASTENING FIXTURES TO IN CONCRETE PAD TO SUB—BASE THREE(J) 4 /NCH PVCSCHEDULE 40 "— MOUN COMMUNICATION EQUIPMENT ONTO CONCRETE DEPTH. TRANSMISSION LINE C U/TS EMBEDDED PAD R MANUFACTURERS RECOMMENDATIONS INTO CONCRETE PAD. E TEND PVC 6" ABOI1E CONCRETE PAD. EXACT LENGTH TO BE DETERMINED /N E FIELD. /� A 0 Q Nei CONCRETE PAD. SEE DWG. 5 ' + , ` FOR MIX DESIGN REQUIREMENTS: I V .... a I a o O fa © TRANSI110NAL VAULT O EQUIPMENT INSTALL TRANS/770NAL VAULT BOLTED CV IOP \ CABINET OF CONCRETE PAD PER MANUFACTURERS C�J �_ -- RECOMMENDA770NS. Z (j'' l l OQ, / \ 2"PVC CODED NOTE FOR PAD OPENING 12"LONG 0 1-1/2" CONDUIT FOR AC POWER. --- / \ _ --- 1"ABOVE PAD 0 �/p CONDENSATE DRAIN TYPICAL EACH © ONDUIT FOR GROUND WIRE I CORNER ' 01 CONDUIT FOR T-1 LINE 0 O a A 6 MI c'n' m m Dwg By: — BJW Date: o O 0 0 o 10-22-99 o 0 O o Sheet#: O 0 0 2 iz C F I- O V • ANTENNA RR65-18-OODPL RR65-18-03DPL RR65-18-03DPL I= =� 2-7198.09 ANTENNAS Fa AZIMUTH 40%d DOWNTILT=O' AZIMUTH 140' DOWNTILT=O' AZIMUTH 260' DOWNTILT=0' '. " �!` PER SECTORLI ..� FROM/TO COAX LENGTH (FT)* COAX LENGTH (FT)* COAX LENGTH (FT)* (3 SECTORS) W CABLE CABLE CABLE " SIZE RX/TX SIZE RX/TX SIZE RX/TX 1 k ANTENNA TO „ PRIMARY RADIO 1 5/8" 125' 1 5/8" 125' 1 5/8" 125' CABINET g * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. FIELD ENGINEER TO UPDATE ON AS-BUILT DRAWINGS. / tjV \PkR ANTENNA LINE SCHEDU LE LE ANTENNA COAX TOWER LEG 1 1 7' TOWER LEG me ik 85' AEP TOWER IN 0 Z Tr7..OWER LEG Cv) Q %TM• _111 . • — - 0 CL 4 a W : d o z IS 4852E BASE STATION N 1 TOWER LEG Dwg gu TOWER LEGP 4 are NOT TO SCALE Date: r_ , ::22_99 ) '- APM1 GRADE LEVEL ! I LI is 0 0 G • /1,\,,,,,,,,, 2 u.1 LLii .-i-. TO ANTENNAS u GROUND TO LIGHTNING , ROD, COOPER FASTENERS , , , , , Cr, Ili, 0 t, ]I� GPS CI AEP CLIMBING LEG O Z , O V CC 4852E Base Station (5 O Z POWER \\ `\ Z LU TELCO l \ SOLID GROUND CABLE FROM Q _ ` (.� LIGHTNING ROD TO GROUND Z \ i ROD ' \ , CAD—WELD \\ \ i IQ N,, \ �\ 00 GROUND �,, NOT TO SCALE Dwg By: BJW 1 8 Date: GROUND LEVEL ; — 10-22-99 , i Sheets: CAD—WELD 4 -- i GROUND ROD i O L C -) U I • to cid 4x4 W4xW4 WWF W PAD SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISHILL UJ 1" CHAMFER EQUIPMENT FOUNDATION NOTES: (ill 1" C ALL SIDES) �" C MEM 6" MINIMUM CONCRETE SLABMI 2" ( E. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: ) 1. GENERAL 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH 3" INWAIMMEMIlla A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 2. CONCRETE EXPOSED TO EARTH, WEATHER 2" EXISTING AND 2" EXPOSED SAFETY. 3. SLABS 3/4" FINISH GRADE CONCRETE • miI POLY ON 4. ALL OTHER CONCRETE 1 1 2 �. �.\�.��.��, UNDISTURBED SUBGRADE B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES / " •I�I�I��I•/ F. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPUCES �'�j�% "•'o�•'oo•.••'o• o•• o••oo•'oo"o•• o••oo•�oo• o•• o•- o• o• BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY ��#4-:r;ieg000�000Q$oo?oo�o�p�o>pooh00000°?000000°001°4ci:li :0000i000000eoec00000pii:', AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 0 o SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL y • .• ..... ..o ,.o o ,oo..oo,,oo,.oo,goo,.A LOCATE AND PRESERVE UNDERGROUND UTILITIES. PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. Y�aJ.&`:�O'���''�� ? fi ��`'''�''��'�Iu./v-/��",•/..0./././��'���',/•/././'/./-/O ; C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR G. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 1 \ NONCONFORMING MATERIALS OR 10NS SHALL BE REPORTED TO THE OWNER H. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS PRIOR TO REMEDIAL OR CORRECTIVE VE ACTION. ANY SUCH ACTION SHALL REFERENCED IN ACI-301. 6" CRUSHED STONE (MIN.) REQUIRE APPROVAL D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND DO NOT WELD OR TACKWELD REINFORCING STEEL. COORDINATE HIS WORK WITH THE WORK OF OTHERS. J. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE UNDISTURBED SUBGRADE (BEDROCK OR 2, DESIGN LOADS SLEEVES, PIPING, INSERTS, GROUNDS AND ALL OTHER EMBEDDED STRUCTURAL FILL) ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE 1 A. ELECTRICAL CABINET: HENNESSY EQUIPMENT CABINET 285 LBS PLACEMENT. _ K. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACIUTATE FOUNDATION AND PAD CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENTICC B. PRESUMPTIVE BEARING CAPACITY: 2,000 PSF CONTINUOUSLY THROUGH JOINT. n NO SCALE 3. EXCAVATIONS/FOUNDATION L. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. W A. FOUNDATION EXCAVATION SHALL BE HAND—TRIMMED TO REMOVE LOOSE M. COLD—WEATHER PLACING: COMPLY WITH PROVISIONS OF ACI 306 AND AS O O MATERIALS. FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW M J B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. TEMPERATURES. Q C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS—ON—GRADE AND N. WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW FOOTINGS SHALL BE "SW' OR BETTER PER ASTM D-2487 COMPACTED TO A 40F(4'C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING (.) MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN SOF (10'C) AND NOT MORE THAN 80'F(27'C) AT POINT OF PLACEMENT. marl D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 1. DO NOT USE FROZEN MATERIALS CONTAINING ICE OR SNOW. Q ' ` E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY OWNER'S REPRESENTATIVE, 2. DO NOT USE CALCIUM CHLORIDE, SALT, AND OTHER MATERIALS CONTAINING v WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISE 20 REWORKED TO SATISFACTION OF OWNER'S REPRESENTATIVE. ACCEPTED IN MIX DESIGNS. L 3. PROVISIONS SHALL BE MADE FOR MAINTAINING THE CONCRETE AT A Et F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. MINIMUM TEMPERATURE OF NOT LESS THAN SOF AND NOT MORE THAN Et 85F FOR A PERIOD OF AT LEAST SEVEN(7) DAYS. G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. 4. USE OF NON—VENTED HEATERS SHALL NOT BE PERMITTED. AT THE END OF THE CURING PERIOD, GRADUALLY REDUCE THE TEMPERATURE AT A RATE H. SUBGRADE BELOW SLAB—ON—GRADE SHALL BE REVIEWED AND ACCEPTED BY NOT TO EXCEED 1 DEGREE PER HOUR UNTIL THE TEMPERATURE WITHINIAN OWNER'S REPRESENTATIVE BEFORE CONCRETE SLAB PLACEMENT. THE ENCLOSURE EQUALS THE TEMPERATURE OUTSIDE THE ENCLOSURE, IN ACCORDANCE WITH ACI 306. 4. CONCRETE O. HOT—WEATHER PLACING: WHEN HOT WEATHER CONDITIONS EXIST THAT WOULD SERIOUSLY IMPAIR QUAUTY AND STRENGTH OF CONCRETE, PLACE CONCRETE IN A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO COMPUANCE WITH ACI 305 AND AS HEREIN SPECIFIED THE LATEST EDITIONS OF THE FOLLOWING APPUCABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, 1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; AT TIME OF PLACEMENT BELOW 90F(32'C). MIXING WATER MAY BE CHILLED OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE PROVIDED B. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (±1.5%) AND HAVE A WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. WATER 2. COVER REINFORCING STEEL WITH WATER SOAKED BURLAP IF IT BECOMES C. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM TOO HOT, SO THAT THE STEEL TEMPERATURE WILL NOT EXCEED THE YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE IMBEDMENT IN CONCRETE. Dwg By: ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 3. FOG SPRAY FORMS, REINFORCING STEEL AND SUBGRADE JUST BEFORE I+A' CONCRETE IS PLACED. BJW D. FIBROUS REINFORCEMENT SHALL BE MONOFILAMENT OR FIBRILLATED POLYPROPYLENE 4. USE WATER—REDUCING RETARDING ADMIXTURE WHEN REQUIRED BY HIGH ADDED AT A RATE OF 1.5 POUNDS PER CUBIC YARD. FIBROUR REINFORCEMENT SHALL TEMPERATURES, LOW HUMIDITY, OR OTHER ADVERSE PLACING CONDITIONS BE CONSIDERED SECONDARY REINFORCEMENT AND SHALL BE INCLUDED IN ALL CONCRETE. WHEN ACCEPTABLE TO THE ENGINEER. Date: 10-22-99 Sheet#: 6 0 U O C O 0 • W LL CHAIN UNK TOP SELVAGE BARBED BARBED WIRE ARM 1-1/2 PAIR INDUSTRIAL k AND TASTED BOTTOM SELVAGE TOP — TYPICAL MALLEABLE IRON OFFSET KNUCKLED. INSTALL FABRIC PIN HINGE (PAGE—WILSON ON OUTSIDE M-6 OR EQUAL) (NON—SECURE SIDE) 12.-0" GATE OPENING g 11E WIRE I I GATEPOST 4' O.D. eA o - /—GALVANIZED STEEL ' END POST - - -- / •: ♦♦♦♦♦♦♦♦ ` ti ' ♦ ♦�♦�♦�♦�� — �••:•:••••••;•• .•�•:•:•:•�•�•:•:•�.� ::❖:�•:•��•:•�•�•. .•;•;•���•;•;•;•. I� e ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ii•••:•:$ •iiii•%ii•••• iiiiiiiiii• �•iiiiiii ' a ♦♦♦♦♦ 1 5/8' O.D. TOP RAIL UNE POST •♦♦♦♦♦♦ i OOi•:••i• ••�•�•�•••�•��� i0�•�•�••�•�•�•� ••11••••••••••• M ♦♦♦♦♦ M. SW. ••• •ii Ft. • ♦ •♦�♦�♦•�♦T♦• ♦ j�•��•j�♦�♦� •♦♦•� I CHAIN UNK J 3-1/2' ♦♦♦♦♦♦♦ ♦ ♦ ••♦♦♦♦♦♦♦ II ♦♦♦♦♦ ♦ ♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1-1/2' 1-1/2' ID ♦♦♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦ •♦♦♦• ♦♦♦♦♦ I •••i••••• •• i••• ♦♦♦ 4t, TRUSS ROD ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ .4♦ ♦♦♦ i••�••i•�•'�•i •'i•••••i•�CORNER POST i' ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ••••ii•••OJi •4•S•••O•i0 ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ •••••••• i•i•••• • ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ •i•�•i•i•.••J• I O%••:• .•ii• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• \ • •..• •• ••• •• , — .• \ •. `,/ 4 is I V. 3 :: 2-- ,..(- UNE POST TIES : 1r ®,�\ :•., to 0 TURNBUCKLE 12' 2' MIN.j ::% J4-O . ,`� _ CLEARANCE �yZ. Q I. CONCRETE FOOTING `�J J L �i `6• _ 10' (MAX.) MALLEABLE IRON FORK LGALVANIZED GATE CENTER STOP-- I T6- C. Q TYPE'LATCH WITH DROP BAR 6 1/2' DIA. WITH 1 1/4' SLOT, I 18' L Q 16" TYP. AND WITH PROVISION FOR 1 3/8' SHANK IN A 1 5/8' O J PADLOCK (PAGE-WILSON TYPE 75 DIA. PIPE SET. IN CONCRETE. Cyyy... Q CHAIN LINK FENCE DETAIL DOUBLE GATE LATCH ASSEMBLY OR EQUAL) NO SCALE rI` 1 DOUBLE SWING GATE Liy NO SCALE J CHAIN UNK FENCE W 6' CRUSHED STONE SURFACE UNITS OF CRUSHED STONE SURFACE 2' x 6' PRESSURE TREATED WOOD CURB. GRADE TO DRAIN AS SHOWN ON PLANMATCH EXISTING GRADE 0 GRADE TO DRAIN �-:",�CAWAY FROM TOWER YARD ANTENNA R R65 18 OODP L RR65-18 — 03DPL RR65-18— 03DPL tna 0 AZIMUTH 40%d DOWNTILT=O' _ — z 0 •d AZIMUTH 140' DOWN TILT 0' AZIMUTH 260' DOWN TILT-0' 2' x4' x1'-6' IONG o r PRESERVATIVE PRESSURE TREATED FROM/TO COAX LENGTH (FT)* COAX LENGTH (FT)* COAX LENGTH (FT)* N WOOD STAKE AT 5'-0" O.C. CABLE CABLE CABLE STABIUZATION FABRIC SIZE RX/TX SIZE RX/TX SIZE RX/TX Dwg by: PLACED ON COMPACTED _ SUBGRADE ANTENNA TO BJW 12' PRIMARY RADIO 1 5/8" 125' 1 5/8" 125' 1 5/8" 125' Date: CABINET 10-22-99 SECTION THROUGH TOWER YARD * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. FIELD ENGINEER TO UPDATE ON AS—BUILT DRAWINGS. Sheet,:? NO SCALE ANTENNA LINE SCHEDULE 8