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HomeMy WebLinkAboutSP200300077 Action Letter ~.'~'~J~ \ . ~! ,0. ,,'7 ""~- t'!i' '<!IfO~/ COUNTY OF ALBEMARLE Departrnellt of Planning & Community Development 40] McIntire Road. Room 218 Charlottesville, V1rgmia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 March 29. 2004 Kurt Gloeckner Gloeckner Engineering, Inc. 2246 Ivy Road Charlottesville, VA 22903 RE: SP-03-77 Ron Martin Appliances Parking Lot Expansion (Sign #36); Tax Map 45C, Parcel 02-1 B Dear Mr. Gloeckner: The Albemarle County Board of Supervisors, at its meeting on, March 17, 2004, by a vote of 6:0, approved the above-noted request. Please note that this approval is subject to the following conditions: The facility shall be desiqned. constructed and maintained as follows: 1. A final site plan shall be submitted for approval, which shall be in general accord with the revised plan that shows improvements on Tax Map 45C Parcel 02-1 B, dated January 28,2004; 2. At least one (1) sign shall be posted in the parking area that identifies the use as parking for the adjacent commercial use only (Tax Map 45C Parcel 02-1A & 02-1), with size and location of the sign to be determined and approved by staff; 3. The parking area shall be used for customer parking only, which shall be stated on the sign per condition #2. Delivery and other commercial vehicles shall not be parked or stored in the parking area for loading, unloading or any other purpose; 4. Additional landscaping shall be installed and maintained within the twenty (20') foot buffer, as necessary to provide screening to complete a doublé staggared row of evergreen trees along the east side of the property; and 5. A second 1 0'x1 0' concrete dumpster pad shall be constructed adjacent to the 1 0'x1 0' concrete dumpster pad area shown on the plan dated January 28, 2004. The resulting 10'x20' dumpster area shall be screened with a three (3) sided opaque fence and additional landscaping per the direction of staff. In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within twenty-four (24) 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. 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 296-5832. If you should have any questions or comments regarding the above-noted action, please do not hesitate to contact me. Sincerely, '~ David B. Benish Chief of Planning & Community Development Cc: Amelia McCulley Tex Weaver Jack Kelsey Steve Allshouse ATTACHMENT A ATTACHMENT A , ~\v ~~ ~~~~0 ~~\S «;¡~ ~~ :/-" / ~ -0 ~~V ~Cj -:§¡:-\o,'0'o § ~ C) "'~ ~~ 0') <i;-'0-0"<'" ,," V~ / ,'0 .$f' /"'0 '0"", Ü, c) '0 '\ ~"" :'> ;:. ~<v~ _-!:v",,'?c ",cf è;.:~;0'o '-L ~ cF (}'0 ",'J:f/ ~.\v'"\;'" 0" "-.9;-','" ~V -0 ,<0': DATE OCTOBER 7, 2003 ~ Z Z µ: :::::s 0 Q< >---< Z: UJ Z::: µ: [:J ~§ :::::S~ p...,~ ~~ X >_ N µ:¡~ p::::z 0 z O¡::: ZS ~u >---< ~¡¡¡ ~~ :::::s~ P::::~ "'" ~::. Z~ :::::s~ ~::e: < >---1>< Z p...,~ 0 P:::: µ: ~ >---< UJ ~~ JOB NUMBER 03-004-00 DWG, I 0300400SP .3 SCALE ~=20' REVISIONS DECEMBER 15, 2003 ,JANUARY 12, 2004 28, 2004 ZONED R2 PRESENT USE~RES!DENTIAL PRESENT USE=RESIDENTIAL TAX ~ 45C-1 A-1 DORINE E KITAY 08. 1486 P 494 ZONED R2 ~' ¡--- INFORMATION 1. PROJECT NAWE: RON MARTIN EXPANSION SITE PLAN WOODBROO+< DRIVE 50' 2. O~ERS OF LAND: IMP 45C-2-1 FUTURE TOP Of GRATE NANCY C MARTIN BUILDING 'N~io~s ~~~~c ~AR~~ REVOCABLE TRUST ~ ~o:::: ~r:\aCTED TOWAAD THE SIT[ AND MlAY TAX MAP 45C~2-1B ~1Z~2iJgt. -, ê~6k~S~~ ~2E~2LN FROIIt ÞDJACENT PROPERTIES AND R(W)WAYS, THE AXTlRES sw.L.l BE KAREN W. SMITH nAP 45C-2-18 SHElOOJ 11m DiE lIGHT RAYS NOT EJ. fTNI; Þ«N£ THE HORIZONTAl PlJ.NE NO DEED BOOK KAREN W. SMITH Of" M IXHT nxTURE. REFERENCE ON FILE ~:~ ~~~ANAGEMENT co JNC- ZONED HC 795 BEDFORD HIL1.S DRIVE EARL YSVlU£ VA 22936 'II'[ THE. UNDffiSIGtUJ OC\fiOPER(S) ut«RST~O ~T APPROVAL Of THIS PlAN BY THE COUNTY Of ~ 00£5 NOT NEctSSARlty FUTURE SIDEWALK lMP 45C-2-1A ~TE W1GINJA DÐ'AR'IWEHT OF TRANSPœTA~ (VO.O.T.) MUNIR S EWA YS AND APPROVAL OF THE PlAH. N'PROIAl Of THE PI»! BY THE COl.MY NEW WlWAM S CRAPSER JR [)()(S NOT IN Nfr WAr RElEVE WE Of ,(y RESPONSlJllJnES IN CG- 2 108 COLSTON PLACE := =T5\I.~ìORþf'PC:;~~ O:°OC~lP:~ OF ::X. CURBING ENDS 3. ~~g¡2~ VL~:~5~.A.RnN r RON MARTIN APPUA.NCES POBOX 7907 CHARlOTTESI/IU£, VA 22906 ~ PHONE: (434) 973-21J6 D£VElOPffi DAft 4 CONTACT PERSON KURT N. GlOECKNER. P.E., P.LS GLOECKNER ENGINEERING &: SURVEYING, INC ~ ¿~~~~6iTE~~~~U~~GI~IA 22903 w..4 '" WATER METER PHONE: 434-971-1591 WI/ = WATER VALVE FAX: 434-293-7612 C-T.V. => CABLE TV PEDESTAL 5 BOUNDARY LEGAL DESCRIPTION BY T.P. "" TEL£PHONE PEDESTAL GLOECKNER ENGINEERING &: SURVEYING INC O.H.P, = OVERHEAD PO'Affi 102.00' 2246 IVY ROAD, SUITE 5 . RCP = RElNFORŒD CONCRETE PIPE AZALEA CHAAlOTTESVlL1.C VIRGINIA 22903 CUP .. CORROGATED METAL PIPE SHRUB DI-3B PHONE: 4.}4-971-1591 WI.. '" UNDERGROUND WATER UNE EX. SANITARY MANHOLE L=4.0' DATED t.4ARCH 17. 1986 L8.R. '" TO BE RÐ.40'ÆD TOP = 489.55 EXISTING ~ 18. REQUIRED PARKING: fG _ fDG[ Of GRAVEl 3 ENTERING LATERALS ARE EXISTlNG RON MARTIN 5? 01 [) FWAYS RIll! [)INr. EP '" EDGE Of PA'vÐ.4ENT CONTRACTOR TO CONNECT TO ~ CHICf: 1.800 S.F X 80%=>1,400 S,F./200 '" 7 SPACES SBl '" 5E113ACI< UNE THE LATERAL SERVING PARCEl JA DO~STAJRS RETAIL SPACE BACK WARÐ-IOU5E 0.3,876 S,F 2 800 sQ FT ê &: UP5TAJRS WAREHOUSE 4) 4,320 S,F EX. PARKING ~ BACK W~~iUs~ ~~ STORIES) , ~. . B:;:~ ~H~~~~5,~~L~~X(%~~:7;5 S:~.~~~~/~Si~8~: ~24S~~~~S SIDE -- - ~ --' _ _~~1Th^ __ _ _ UPSTAIRS SHOWROOM SPACE 1o ~¡g FXrSTING RON MARTIN BUilDING: SUBTOTAL 23 SPACES .þ. ENTRANCE I -- - - - z :::J g DOWNSTAIRS SHOWROOM o FORMER EWAYS FINE FLOORS I r-- TAX MAP 45C-2-1 6,000 SQ. FT. ~ UJ 3,200 S.F. X BO%""2,56¿ ST/400 S.F, '" 6,4 => 6 SPACES TAX MAP 45-93B 0 NOW AN EXPANSION ~~tft--~ NANCY C. MARTlN i5 t:j DOWNSTA.IRS RETAIL: 2.800 S.t. X 80%=2,240 S.F./l00 '" 22.4 = 22 SPACES HEART LAND TRUST ~ OF RON MARTIN I oX) TRUSTEE 'OF THE g~ UPST...IRS SHOv,.fiOOM: 6.000 S.F. X 8OX=-4,800 S.F. => 12 SPACES WIWAM 0 TUCKER, 1111 TRUSTEE TAX MAP 45C SECTION 2 PARCEL IA t;' NANCY C MARTIN OW SUBTOTAL 40 SPACES DB. 1464 P. 269 TWO STORY ;:;::t: REVOCABLE TRUST !---~ ~ ZONED HC CONS~:UC~ON48~[ 2C I ~g DB. 1596 P. 532 g~ ~~~~E~';~IN~,FSHXO:~:920 SFj400 '" 7.3 => 7 SPACES PRESENT USE=COMMERCIAl ~g ZONED HC ('.jQ 2.430 S.f, x 80:þ1,944/400 '" 4.86-=. 5 SPAC¡;~ OOWN~~~:~ ;~o~om.¡ I ~~ DOWNSTAIRS SHOWROOM SPACE ~~ RON UARTIN OFII~ 4 VA.NS :~~:~:Al=1: :::~~~ PST RS AREH E I 3.200 SQ. FT. ~ I U ~.320 wsa ~us ~~ ~g.: TOTAL ~~~~~ ~~~~~~ :, 7990 ~~~EE~ + ~~ HANDICAPPED '" 5 SPACES I r- 2234' iñð REGULAR"" 85 SPACES WALKWAY. ..... ~ 4~ CUJSTER 19. ABUTnNG PROPERTIES; NEW CG-2 MAIN ~r CG-12 '" OOC\\OOO TAX "AP 45C-1-A-17 TAX "AP 45C-1-A-20 TAX "AP 45-938 _~'_ __ _ MATCH FACE TO EX. EP~ ~ ..... "è; ~N~. EVms ~g~gJ ¿: ~SITER ~~./~DTU~~~ I ~ OX) ê5 __ DR 1753 P. 502 DB. 2078 P. 47.') DB. 1464 P. 269 ' EXISTING CG-2 ______.. +487.3 ~ ~ ZONED R2 ZONED R2 ZONED HC -ACCfðSR~SEMENT 0 REMOVE EX. -~------ -------- ~ I ð ~ ~~PL 4~~-1-A-J8 ~~I~tPE.4~fTÃ~-A-19 . 9 '<t ......~_______ (!) 0 VIRGINIA 0, RAWLEY 08. 1486 P. 494 NOTES' l '" NEW 30' DRAINAGE ~ z 0:; 0 08. 2044 P. 467 'ZONED R2 , , , 1. ARB REQUIREMENTS ARE BEING ~ _ EASEf.1ENT -+ ~ -------------- -----~ §~ 20~~~P~~AREDBYKURTM GlOECKNER,PE &:PLS ADDRESSED BY ARCHITECT, UPON --- ------------____________ . ~,- 0 21. TOTAL PROJECT!pARCEL AREA => 2.02 ACRES (100~) RECEIPT ~F ARB REQUIREMENTS ---=.--------- ~-"-- --ª-- ~ ~~: ~':,1 :~::~ 1:~VI~~~EJ~.2(~~~80%) ~~g~D A~~H~~iTp~NEY W1LL BE 24. PROPOSED BUILDING SQUARE FOOTAGE 2 THESE PARCELS ARE IN THE _~.lOoo san. (RETAIL) 3,Jooo SQn. (WAREHOUSE) EC, ENTRANCE CORRIDOR 25. t.4AXlUUM HEIGHT STRUCTURE = 35 FT OVERLA Y DISTRICT 26. HEJGHT OF S~UCTURE AT MAIN ENTRANCE "" 24.6' 3. IF PLUMBING FIXTURES ARE NEW VOüT T-MH-2 MANHOLE 27. NEW ADDITION. $HO~OOM = 365û SF INSTALlED IN THE NEW ADDnlON WITH ECCENTRIC TAPER UNIT 10' MEZZANINE '" 2430 SF lHEY MUST CONNECT TO ONE AND _ MH-1 FRAME AND COVER 28. B.M.P= 50% OF 8,486.74 S.~, ~084~4~/~TFAl DOMESTIC SYSTEM IN EITl-JER r~:::~~S1~ / _ 29 (~g;A~0~Xu4~~~l~;~~U;ÈF'~PlOYE£S~7 i~E~¿A~6TE~~TlCNRGO~SUILD!NGS THE CONTRACTOR SHAll ALLOW Fa TOTAL NUMBER OF El.iPlOYITS ON SITE CONNECTED ~E E~f~~gE~~~TRg~ ~2T ~ly S~~ s 5.35' P 41~L£T 30, ~~~sG P~R~~~~ A~~I~;gE4ss EASEMENTS THAT SERVf DAMAGED DURING THE INSTAlLATlO ____ . THE THREE PARCELS SHO'M< HEREON Will 8E RECORDED OF THE MANHOl.E D IN mE CLERKS OFFICE UPON mE APPROVAL OF THIS SITE PLAN EX IBM RCP AT 1.7% IN ,~-2'X4" STRINGERS SPACED ?'_6M APART CENTER TO CENTER r -- ROUTE 29 NORTH B UND LANE 1 ~ ~A7BLE WIDT~IG -~F-WAY) I11III R£TAIl APPUANCE SALES (COMMERCI PROPQSED USE RETAil APPUANCE SALES (COUMERClAL) THE SlIT IS NOT WITHIN A ORJNKING WATER RESERVOIR WA TERSHED. mls PROPERTY IS NOT lOCATED WITHIN A D£F1NED 100 YEAR FlOOO ZONE UAXlI.4Ut.4 AMOUNT or PA'ÆD PARKING AND VEHJlCULAR CIRCULA TIet't AR£.A "" 37,968.32 sa.FT. (0.87 ACRES) Au.. CONDITIONS OF 5PEC1Al USE PERMIT SP-2003-7 AODRESstNG THE STAND ALONE PARK!NG ON PARCEl 1B WlL1. 8E NOTED ON THE SITE PLAN UPON APPROVAL OF THE THE PERMIT = 1. A CERTIFICATE OF APPROPRIATENESS FROM THE ARCHITECruRAl REVIEW BOARD IS REQUIRED 2. APPROVAL Of THE PLAN DOCS NOT INDICATE APPROVAL OF THE FUTURE BUILDING. 3. CROSS PARKING AND ACCESS EASEM£NTS WlL1. 8E PROVIDED BY RECORDATION OF PROPOSED ON BOTH PARCELS 1 &: 18=10 (NEEDS SP) PROPOSED ON PARCEL :,..!.4 (NEEDS SP) TOTAL PROPOS[D=')O 40' OAI<-ELEVATION=48o.18 8 ~AGlSTERlAl DISTRICT: CHARLOTTESVlUE 9. LEGAL INfORMATION: TAX MAP 45C-S£CTIOO 2-PARCEl 1 D.B. 1596 P. 532 (ZONED HC) TAX MAP 45C-S[CT1ON 2-P"'RCEL IA D.B. 1464 P. 277 (ZONED HC) TAX MAP 45C-S£CTION 2-PARCEL lB NO D££D BOOK INFORMATION (ZONED He 10. THESE PROPERTIES ARE ZONED HC 11 NINIMUM BUILDING SETIlACKS 30' FROM PUBUC RIGHT-OF-WAYS 50' FROM ADJACENT RESIOENTIAl PROPERTIES NC TRUSTEE TOPOGRAPHIC INFORMATION BY GlOECKNER ENGlNEffiING &: SURVEYING. 2246 IVY ROAD, SUITE 5 CHARlomSVlill, VA. 22903 TÐ... 434-971-1591 DATED MARCH 17, 19B6 BENCHMARK INFORt.4A TION: 15 17 MAP '=2000' SITE SCALE' & MAGNETIC MERIDIAN 10 20 40 ~20' SCALE TAX WAP 45C~1 L£f R. OR SHARON S. [VANS DB. 1753 P. 502 ZONED R2 TAX MAP 45C-I-A-18 WlLlJAM l. OR VIRGINIA D. RAWLEY p, 467 2~ -y MULCH SHREDDED HARDWOOD /2'-3' 50% SAND 20% LEAF f.1UlCH 30% TOP SOil 1 1'/2" TO 1 GRAVEL UNDER PIPE ~ '-. (PROFILE SECTION) (TYPICAL SECTION) BIORETENTION FILTER TAX WE' 45C-I-A-20 ROBERT E. AND PEGGY( G. LASSITER DB. 2078 P. 475 ZONED R2 PRESENT USE=R£SIDENTIAL W=10' !iQIL '\1=WA TER LEVEL PONDING 8 f \ ~ 6 M PERFORATED PVC WRAPPED IN FIL TER FABRIC l' FILTER FABRIC ~ '", GRAV[L~· ' II D~~ ~ W~10 GENERAL_ CONSTRUCTION NOTES PRIORTOC~OfmfCOHSTRUCf (). 'MT1-fNAm EX!S~G f'IJBL£ RlGHT-or -WAY. IHClUDlNG CONNECOON TO »f( 1'ïK1Wr.I!O.I.(I.APrl!i.\lTrllQ~[)r~rr("nn"<;H'Jlllr OBTAIIED fl!CII, THE VACItIA DEPNmOT or~ ~šPoRrAiiON (HEREAFTER~rrnvo.D.T.) 2. AU PAW«;,fH) ~ RElATED ~TERW.S AND ~STRuçTlON WETHOOS SHNl. CMCRM TO cu~ SPECIFICAIlONS Nr4J STANOAIIDS Of -.ooT UIt.ESS OTHERWISE NOTED. AlL EXCAVATION FOO I.INJERGROI.N) PIPE INSTAllAOON WlJST ccu>t.r 0SI1' STAN!JAA )S FOR1t£CONSlROCTIONINOUSTID'(2gCfRPARTt926). £ROSI()fj N.(j SA.JAT1ON CONTROl. t.lEASURES SI-Wl. BE f'RIM)ED IN ~ WITH THE ÞPPR(MD EROSION CONTROl PlAN A o{J WST BE INSTAUiD PRIOR TO Nf'( ClEARIIG. GRADING OR OTHER COH'5TRUCTION. AU. SI11'(s 00 OISTURfID 1iÐS ~ TO BE FERruZED. SE£DED AN) IIIUlct£D. w.x1YJW ÞUOWAaf FU OR an SWPE IS 1: I WH£RE: RE.'5OHABly OEIT.fIWli l£SS£R SlŒ'£S OF 4;1 OR B£1TIR ARE TO BE ACItE'ÆD ^" .-or INlfTSSIWl. ~ A2--1NCH lOCAl D£PR£SS1ON. PAVfD OR RlP-fW> Utf]) DITCHES lIAr BE: REQUIRED 'Mi~ IN n-t[ 0PN0fr OF TH£ r.R[CTOR Of Er«;JNEIRW;, 00 HIS OESlGNŒ. IT IS IUJIIJ NECESSN!'!' IN ORDER TO STABUZ[ A 0AAtw;£ ~EL AllTRAfflCCONTROlSIGH':ì:w.u.COtEORIIIWlTHTHE~1A w.NUAl FOR UNFDmI 1TWAC CONTROL O£VICES, lAIEST EDlTIOtl. !J. lfSSOTHERWlS£NJ1EDAliCONCRETEPlPESAALlBERElNfORCED COH::R£TIPIPE-ClA'>SIÞ M lOCATION OF EXlSTWG ununES .IŒOSS OR AlONG THE UHE OF 11-£ PROPOSED WORK ARE NOT P£ŒSSl.RllY 5HCMN ON THE f'I.NIS AND WHERE: SHOWN ARE Oft.Y APPROXW1ElY CORRECT. TI-f. C{)N1RN;IOO ~ ON HIS ~ INIr~J1'Æ lOCATE AlL lJ«RGROUND lKS AI«) STRUCTlJRESASt£CfSSAR'Y. COtffiW.';TORSIWJ.'ÆRf'r'lOCAnONOfAU.OOUN~,IIUIlDIt(;s, VfGETATIOH AND OTHER PERTINENT SlIT EWlENTS THE COtfTRACTOR ~ BE RESPOOSlBtf FOR NOTIFYING "WIss unUTY" 5 ŒNITR----I DUMPSTER SCREENING FENCE DETAIL NO '.... CENTER TO OP VIEW o SCAl£ NOTE: DUMPSTER L:ESS THAN 6.0' IN HEIGHT (r---100' 4"X4" POSTS FRONT'ÆW DATE DATE DATE DATE DATE APPROVAL BLOCK ALBEMARl.E COUNTY SERVICE AUTHORITY DEPARTMENT OF ENGINEERING PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ZONING FIRE OFFICER UNDERGROUND STORMWATER DETENTION 88' OF 36" RCP AT 0.5% SLOPF. 72" DIA. MH-1 BOTH ENDS WITH ACCESS COVERS AND STEPS EXIS nNG PINlS 4.5 (~) NEW MH-1 TOP=FLUSH INV.=478.44 CG-2 (íYPICAl 8" TYPE STONE HALF-SECTION 21A 12,0' -------i 65#/SY SM-9.5A I /C1'-_ SUB GRADE TO MINIMUM CBR= 10 PAVEMENT N.T.S <!. TYPICAL DEEP NEW 4 ,. THICK CONCRETE WALK 4,000 PSI" " .vv.vvvv.vvv~~ J:·j:~::;:·ð:·:..:·jc ;Jooooooooooooc COMPACTED STONE ~~COMPACTED VDOT #21A SUBGRADE TYPICAL SIDEWALK DETAIL CONSTRUCTION JOINTS TO BE 6' O.C., 1/4" WIDE, 1 JOINTS TO BE 50' O.C. OR LESS UGHT BROOM FINISH 2'