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Home My WebLink AboutSP200000026 Action Letter I : -t- \.~/ COUNTY OF ALBEMARLE Department of Planning & Community Development 401 \1clntire Road, Room 218 Charlottesville, Virginia 22902-4596 (804) 296 - 5823 Fax (804) 972 - 4012 September 21, 2000 M. E. Gibson, Esquire Tremblay & Smith, LLP POBox 1585 Charlottesville, VA 22902 RE: SP-OO-026 Alltel/8erman, Tax Map 72, Parcel 198 The Albemarle County Board of Supervisors, at its meeting on September 13, 2000, unanimously approved the above-noted request. Please note that this approval is subject to the following conditions: 1. The top of the pole, as measured Above Sea Level (ASL), shall never exceed ten (10) feet above the top of the tallest tree within twenty-five (25) feet of the facility at or below the same base elevation as the pole, measured Above Sea Level (ASL). No antennas or equipment, with the exception of the grounding rod, shall be located above the top of the pole. 2. The facility shall be designed, constructed and maintained as follows: a. The metal pole shall be painted the same color as the bark of the trees; b. Guy wires shall not be permitted; c. No lighting shall be permitted on the site or on the pole, except as provided by condition number nine (9) herein; d. The ground equipment cabinets, antennas and all equipment attached to the pole shall be dark brown in color and shall be no larger than the specifications set forth on the attached plan entitled "ALL TEUBerman"; e. A grounding rod, not exceeding two feet above the top of the pole, and with a width not to exceed one (1) inch diameter at the base and tapering to a point, may be installed at the top of the pole; f. A RF Isolator, if required for the functioning of the facility, shall be located below the top of the tallest tree, as identified in condition number one (1); g. Prior to issuance of a building permit, the applicant shall provide a statement to the Planning Department by a licensed surveyor certifying the height of the tallest tree, as identified in condition number one (1); h. Within one (1) month after the completion of the pole, the applicant shall provide a statement to the Planning Department certifying the height of the pole, measured both in feet above ground and also measured Above Sea Level; Page 2 September 21, 2000 I. The pole can never extend above the top of the tallest tree, except as described in condition number one (1) of these conditions of approval, without prior approval of an amendment to this special use permit; 3. The pole shall be located as shown on the attached plan entitled "ALL TEUBerman". 4. Antennas shall be attached to the pole only as follows: a. Antennas shall be limited to those shown on the attached plan entitled "ALL TEUBerman"; b. Satellite and microwave dishes are prohibited; c. Only flush mounted antennas shall be permitted. No antennas that project out from the pole beyond the minimum required by the support structure shall be permitted. However, in no case shall the antennas project out from the pole more than twelve (12) inches. d. One RF isolator, not to exceed three (3) feet by three (3) feet in size, shall be allowed on the pole and shall be located below the height of the tallest tree located within twenty-five (25) feet of the pole, measured from the same base elevation above sea-level as the pole. 5. Prior to beginning construction or installation of the pole or the equipment cabinets, or installation of access for vehicles or utilities, a tree conservation plan, developed by a certified arborist, specifying tree protection methods and procedures, and identifying any existing trees to be removed on the site, both inside and outside the access easement and lease area, shall be submitted to the Director of Planning and Community Development for approval. All construction or installation associated with the pole and equipment building, including necessary access for construction or installation, shall be in accordance with this tree conservation plan. Except for the tree removal expressly authorized by the Director of Planning and Community Development, the permittee shall not remove existing trees within two hundred (200) feet of the pole and equipment building. A special use permit amendment shall be required for any future tree removal within the two hundred (200) foot buffer, after the installation of the subject facility. 6. The pole shall be disassembled and removed from the site within ninety (90) days of the date its use for wireless telecommunications purposes is discontinued. 7. The permittee shall submit a report to the Zoning Administrator one (1) time per year, no later than July 1 of that year. The report shall identify each user of the pole and certify that the height of the pole is in compliance with condition number one (1) 8. No slopes associated with construction of the pole and accessory uses shall be created that are steeper than 2: 1 unless retaining walls, revetments, or other stabilization measures acceptable to the County Engineer are employed. 9. Outdoor lighting shall be limited to periods of maintenance only. Each outdoor luminary shall be fully shielded such that all light emitted is projected below a horizontal plane running though the lowest part of the shield or shielding part of the luminaries. For Page 3 September 21,2000 purposes of this condition, a luminary is a complete lighting unit consisting of a lamp or lamps together with the parts designed to distribute the light, to position and protect the lamps, and to connect the lamps to the power supply. 10. The access road shall be built with side slopes on cut and fill slopes at 2: 1 or flatter. 11. The permittee shall comply with Section 5.1.12 of the Zoning Ordinance. A fence surrounding the lease area is not a requirement of this approval; however, should a fence be installed, the materials and height shall be restricted to those shown in the approved plan entitled "ALL TEL/Berman". In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within eighteen (18) months after the issuance of such permit, the same shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section, the term "commenced" shall be construed to include the commencement of construction of any structure necessary to the use of such permit within two (2) years from the date of the issuance thereof which is thereafter completed within one (1) year. Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further information, please call Jan Sprinkle at 296-5875. If you should have any questions or comments regarding the above-noted action, please do not hesitate to contact me. Sincerely, ~~J David B. Benish Chief of Planning & Community Development DBB/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Bob Ball, VDOT A TT.ACHMENT B 1 PAGE FAA "2-C" ACCURACY STATEMENT - mls SURVEY EXCEEDS mE ACCURACY REQUIRED BY mE FAA FOR "2-C ACCURACY TOLERANCES at 50 FEET± HORIZONTAL AND 20 FEEU 'ÆRTICAL. @ - -/6L ~ c CENTERUNE OF EXISTING TOWER (NAD 83) (NAD 83) LATITUDE = 38V2'16.4# LONGITUDE = 78'42'09.7» _~S~lHIffi-~ --~-_._~---- ~o TD£MONS COVER SHEET ;; BOUNDARY SHEET (OVERALL) SITE DETAIL & STAKING PLAN _._._-~-_.- LOCATION PLAN BERMAN PJ~O PERTY ELEVATION & DETAILS DIRECTIONS TO SITE FRŒJi CHARLOTTESVILLE TAKE 1-64 WEST TO THE CROZEr EXIT. (RTE 250) TAKE R1E. 250 E/\ST - RIGHT ON RTE. 635 (MILLER SCHOOL RD.) ~ FOLLOW RTE. 6,35 TO 384 MILL SCHOOL I\D. THE BERM/\N PROPERTY IS THE LAST PROPERTY ON THE RICHT (WEST) SIDE OF RTE. 635 BEFORE YOU CROSS 1-64. AS SOON AS YOU TLJf~N IN TO THE BE:.RMAN'S DRIVEWAY YOU PARK f.ND GO THROUGH THE GATE ON THE LEFT TO THE HIGHEST POINT IN TREES ADJACENT TO 1~64. PROPERTY ADDRESS 384 CHARL011ESVILE, VIRGll\iA SCHOOL R r ~1 OWNER: RICHARD BERMAN 384 MILLER SCHOOL RD. CHARLOTTESVILLE, VA. 22903 PROJECT DIRECTORY 23462 ENGINEER/ TIMMONS: KENNETH STARK 4411 CROSSINGS BLVD. PRINCE GEORGE, VA. 23875 (804) 541-6603 ALLTEL JODILYN MENDELSOHN ONE COLUMBUS CENTER SUITE 530 VIRGINIA BEACH, VA. APPUCANT: RO/\D F\A ZO¡~ING VICINITY MAP NO SCALE 17 NS ~-~~ RV£YORS ~ ~ '5-14: (8041 ,1 SCALE: S" SHe ¡ - - - - - - CAL C. CHK.'- - - SHEET OF 6 DATe DRA WN 8Y. KLS CHECKED 8YKLS - J08 NO 65330 CHARLOTTESVIIJLE, VIRG INIA ALBEMARLE COUNTY AUGUST 8 2000 TAX MAP #: 72-19B BY NO. - --f.- - -. -_.___ --- . - -- - - ----- --~ =r-- ___ ~~ ---~-¡-=--==--~-- ~+J=== -- REVISION SHEET DATE ATTACHMENT B PAGE 2 FND. ROD N/F EDWARD L. SMIT T.M. 56-19 D.B. 482 PC. 422 R=3249.04 L=133.14 Ton=66.58 Delto=02"20'52 PARCEL B-1A UNRECORDED PL.A T) 9-26- 73 N/F RICHARD & ANTONIA BERMAN T.M. 12-19C D.B. 545 PC. 550 PARCEL B-1 B iff 1'0 ± f:J ~ t::J ~I ~ ;') ;J; :#$ ::J~ (f5 CrJ PROPERTY BERMAN NOTES BEARING DA TUMN SHOWN BASED OFF GPS OBSERVATIONS ON 4-27-00 GENERAL ~ 1:)1 01 ¿Sl ;.-:: ðl f?1 I/) 1 HORIZONTAL DA TU~1N NAD 83 VERTICAL DA TUMN NA VD 88 DEED REFERENCE D.B. 889 PG. 10 PLAT REFERENCE: PLAT OF PAr~CEL B1 BEING 20365 SURVEYED BY THOMAS D. BLUE DATED 6- 22- 73 ACRES PROPERTY is SUBJECT TO ALL EASEMENTS & RESTRICIONS OF RECORD. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TiTLE BINDER. EXIST. # EM EXIST. GRAVEL ACCESS ROi\D EXIS!. ME fAL GATE PROPOSeD 12' VEL I\CCESS ROAD P" OVHD PROPOSED 20' NOTE: BEGIN LOCA TIOI\l OF ACCESS EASEMENT EXIST. 7.s'± OLD WOODS ROAD TO BE IMPROVED TO MATCH PROPOSED 12' GRAVU ACCESS ROAD N/F RICHARD & ANTONIA BERMAN T,M, 72-19B D.E. 889 PC, 10 ^ n GR LINE TABLE FOR PROPOSED -5/L ACCESS EASEMEN~ LINE BEARING DISTANCE - L1 S 51'50'34" W 90.32' - L2 S 34'12'52" W 33.69' - L.3 S 68'02'29" W 89.00' - L4 N 70'27'56" W 62.30 - L5 N 74'24'40" W 51.21 ~ ?~íY ~. ? \(J'~" />, N/F F.W. YANCEY T.M. 71-42 D.B. 331 PG. 235 w TIMMONS ENG/NŒRS ' ARClI/TFCTS ' SURVEYORS ___ --.EE.i~JCE GEORGE OFFICE =:=_~~== 4111 CROSSINGS BLVD. ~- PRINCE GEORGE, VIRGINIA 23875-1455 TELEPHONE: (804) 458-8685 ===FAX (8041751-0798 25.00' 55'49'21 ~ J L4 -/EXIST PP J1 A80 rr EXIST. WIRE R/W FENCE 8M SET IN OAK -- -=\ [LEV=672 21 PROPOSED ALLTEL FACILITY 30' x 40' SEE SHEET 3 ~ ' ~~;t. 786.24' "-,i. N 70'07'41" W - INTERSTATE RO UTE 64 4D0 F~JD. MON. SCALE 200 G RAP I-II C 00 50 o 00 18 SCALE. 00 - - - - CALC. CHf( - - SHEET 2 OF L DA TE: 8-8-00 DRAWN BY' KLS CHECKED BYDAJ - JOB NO. 65330 IN FEET inch = 100 ft. ATTACHMENT B LINE PAGE 3 WIRE lOP AND BOTTOM SELVAGE TO BE BARBED 8' 3 STRANDS BARBED ATTACH FENCE FABRIC TO TENSION WIRE WITH HOG-RINGS APPROXIMA TEL Y 24" O.C 1-5/8" MIN. BRACE HEIGHT OF BRACE IN ACCORDANCE WITH MFG. SPECIFlCA TIONS TENSION WIRE NO.7 GUAGE GALVANIZED COIL SPRING WIRE STRETCHED TAUT . NO.11 GUAGE 1" BEVELED GALVANIZED- STEEL BAND WITH BOLT AND NUT 3" MIN. 0.0. END POST - VDOT MIX A3 CONCRETE 10" LINE POST TYP. 0' "-<.' --~--=ï;tcr LINE POST 0' MAX. (END. CORNER, LINE BRACE OR GATE POST) 2 POST ~ 6" I x -t- I PROPOSED 12' ACCESS RD. PROPOSED 8' CHAIN LINK _ C(w/ FENCE ~_ --é< S 70"07'4 . E \\1REl 40.00~--- --X - . - (J) a~ ~N at{) 1")0, ~ (/) PROPOSED (2) 7' GATES PROPOSED 4' x 8' GENERATOR PAD PROPOSED ALL TEL CABINET~ 4.67' t<) CXJ N o a ..¡. 4' 32' PROPOSED 2.63' DIA. POLE 11 5.35' PROPOSED 30' x 40' ALL TEL FACILITY 1,200 SQ. FT. SET ROD (TYP.) w - - - --J< STANDARD CHAIN UNK FENCE NO SCALE END x NOTE: A MOISTURE-EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. BERMAN PROPERTY TIMMONS E:NGINŒRS . ARCl-I/TE:CTS . SURVE:YORS PlliNCE GEORGE OFFICE - 4411 CROSSINGS BLVD. GEORGE, VIRGINIA 23875-1455 458-8685====Ft\X: 804)75 4" MIN. 0.0. METAL GATE POST (TYP~:~~ ~~ -k I 1 8' L6" OET AIL 1n==10' ò::J CXJ r--- ci EXIST. ~ 16.67' R/W L1NE\ Co - I") I") X 40.00 - ~ X]- --- X ~-- ~ f 70'07'41K 'f. X EXIST. R/W FENCE INTERSTATE ROUTE 64 ~ (MIN ROD 2-1/2 1 6" RIVER WASH GRA VEL 1" - 1 1/2" DIA. /T ;.(v ~ SCOMPACTED NOTE: EXISTING LA YER OF TOPSOIL SUBGRADE TO BE REMOVED PRIOR TO PLACING FABRIC & STONE. EXISTING GROUND WO VEN CONSTRUCTION FABRIC ~-~- -0798 SCALE. AS SHOWN CALC. CílK.. SHEET 3 OF 6 J 19 PRINCE TELEPHONE: (804 DA TE. 8-8-00 DRA WN BY. KLS CHECKED BYKLS - JOB NO. 65330 2 2-1/2" 0.0. M 14,,--1 1 1- 4" 12' DOUBl [ SWING CA TE NTS 8" VOOT MIX A3 CONCRETE 36 GRAVEL SITE DETAIL NO SCALE ACCESS & ATTACHMENT 8 PAGE 3 - c-~u BERMAN PROPERTY TREE LOCATION NOTE: EXISTING WOODS CONSIST OF MATURE HARDWOODS AVERAGING 8S'± IN HEIGHT AT SITE '" '" '" .... 'L Œ:K .~ ----------\----- D.. \L ........C ·~t."..è.~... ----=?-- --~ - \ - - rrJ. ç ~/ . ~~r- ~ ~--~-~ ~. ';, . t - ---" Vr '. 2,. . <" . . .., . , - - - - - - - - ~1o""f _ _ ~,,:.:- - - - ~ '¡i - - x ,(: ~ r¡ ~,<" PROPOSED GRAVEL ACCESS ROAD @() ~ ~y I t ® ". ~,( ¿ :;,' YVtry{i - o o ~O (~~ð) ~ . t h,..y;1 1) t @, L~ (, r(i~ OJ) ¿3) EXIST. R/W FENCE PROPOSED ALLTEL LEASE AREA EXIST. r~/w LINE \ TWIN OAK INTERSTATE ,ROUTE 64 20 ONS ENGINEERS · ARCHITECTS' SURVEYORS ~---.E'BlNCE GEORGE OFFICE ==== 4411 CROSSINGS BLVD ===---=== ---- PRINCE GEORGE, VIRGINIA 238/5-1455 TELEPHONY- (804) 458~-8685===FAX (804)751-0798 DA TE 8-8-00 SCAlI. AS SHOWN ORA fAIN BY KLS CHECKED BY KLS JOB NO 65330 4 OF 6 CHK. SHEET CALC 80 GRAPHIC SCALE ( IN FEET inch = 20 fL 20 o 20 ATTACHMENT R PAGE 4 , . . , . ,\ I ' "", .. " ' , ' , D~12'MIN ~ ~Oþ ~"'(t¡,--() DITCH SLOPE=125X ~SS . NO SCALE ¡ONAL \':,\ MIN /0 DITCH SLOPE=2OOX NO SCALE -~ TIMMONS ENGINEERS' ARCHITECTS · SURVEYORS PRINCE GEORGE OFF¡g:~~==== 4411 CROSSINGS BLVD. -------~ .~--- ~_====~[NCE GEORGE. VIRGINIA 23875-14~ TE IEPH ON E (S04) '"3- R6RS FAX (R04) 751 - 01981 DA ì[ 8-8-00 SCALE 1 "=40' DRAWN BY BVC CHECKED BY'DAJ CAI C CHK. - 21 JOB NO 65330 SHEET 5 OF 6 STORM SEWER SCHEDULE ffi 25 LF OF CPP @ 3.56%, INV. N=645.00. INV. OUT =644.11 , J I / J/ , J, I I , ,,' J / ,,' , , , , J I I I I , I I I , , , , , , , , , , , , , , / " j I I I I J , , , , , , , , , , , , ",,' " 60 ! ~ ! . , / . , , ~ , . I "- ! , ~ ~ I ~ , -- ..;::::~~~~~- ----- -- - - - - - - - - - - --_.../ "- BERMAN PROPERTY I I "fsf c,It SURPAC£ "I'i;>, 1 t'£L1' 1/'"/1 j; /, 1 t( BASE - SU88AS£ 5' 5' rrPICLl ACC.KSS .ROÅIJ S.M:TIOH NO 5CAl£ GRAPHIC SCALE 0 20 40 80 -- ~ - II I - ( IN FEET inch = 40 ft. D~12'MIN ~ DITCH SLOPE~15.7X NO SCAlE 40 ATTACHMENT B - PAGE 5 ~ " I SITE ~ R No. 24761 BERMAN TOWER SITE NOTE: THE STRUCTURE SHOWN IS SCHEMATIC IN NATURE ONLY THE CONTRACTOR SHALL COORDINATE WITH THE CM FOR TOWER TYPE, ANTENNA MOUNTS, AND COAXIAL CABLE SUPPORT MEANS. 2.0" END WALL TOE OF FILL FLUSH MOUNT ANITNNAS} ANTENNA RADIATION Q:. 97.00'± A.G.L ATIACH Fll1ER FABRIC TO STAKES OR POSTS &: EXTEND ri INTO 1RENCH TOE OF FILL PROPOSED STEEL MONOPOLE WOODEN STAKE OR STEEL POST LENG1li = 5' MIN. Qo~-j) ~1 SIL T FENCE CUL VERT INLET PROTECT/ON NO SCALE SIL T FENCE @) TOWER TO BE BROWN NOTE: W -l o Q.. o Z o 2 a o ~ w z EXCAVATED S01l BACKFL.LED AND COMPACTED :="lllêlllElI lIIêlllêllll 4"x4" 1RENCH-' SILT FENCE (WITHOUT *RE SUPPORT) Nd'SCAlE AND SEDIMENT CONTROL HANDBOOK 2-10 ACRES OF DRAINAGE AREA: F1l TER Q01li (OPTIONAL) 22 993, 3RD ED CALC. CHK.: SHEET 6 OF 6 65300 SOURCE: VIRGINIA EROSION PLATE: 3.05-2 (DO'NNSTREAM \i1EW) Q20~ ROCK CHECK DAM NO SCALE VÐOT # 1 COARSE AGGREGATI:---....... @ (N (N) FOUNDATION DESIGN r [>ESIGNeD GY OTHERS FENCE CHAINLlNK ELEVATION SCALE: NTS 8' BASE DIMENSION OF TOWER=3L6" EVEL GRADE