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Home My WebLink AboutSDP200800139 Legacy Document 2008-11-05`IRGINIP ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: Green House Coffee Staff: Gerald Gatobu, Senior Planner, Amy (Sidewalk Waiver Request). SDP2008 -139 Pflaum, Senior Civil Engineer. Planning Commission Public Hearing: Board of Supervisors Hearing: November 11, 2008 Not Applicable. Owners: Phillips, Camille M Applicant: Phillips, Camille M Acreage: 0.707 acres Rezone from: Not applicable. Special Use Permit for: Not applicable. TMP: Tax Map 56A1, Section 1, Parcel 120. By -right use: Downtown Crozet District Location: Crozet Avenue [State Route 810] approximately 200 feet from the intersection of Crozet Avenue [State Route 810] and Three Notch'd Road [State Route 240] Magisterial District: Whitehall Proffers /Conditions: Not applicable. Requested # of Dwelling Units /Lots: Not DA X RA applicable Comp. Plan Designation: Development Proposal: Applicant is appealing the Area Preserve [CT 1] in the Crozet agent's denial of a sidewalk waiver Community. request. The request is for a waiver from Downtown Crozet District [Section 20B.7. (A)] Sidewalk design, which requires a 10 foot sidewalk along Crozet Avenue [State Route 8101. Character of Property: The lot has a single Use of Surrounding Properties: structure with accompanying accessory Residential /Single Family Homes, a Fire buildings, and is partially wooded with a Station [Western Albemarle Rescue Squad creek in the rear. and] a Commercial Establishment. Factors Favorable: See Report Factors Unfavorable: See Report RECOMMENDATION: Denial STAFF PERSON: PLANNING COMMISSION: AGENDA TITLE PROPERTY OWNER APPLICANT Gerald Gatobu, Amy Pflaum November 11"', 2008 SDP 2008 -139: Green House Coffee Phillips Camille M Phillips Camille M PROPOSAL: Request for preliminary site plan approval for the use of an existing 1,485 square foot building as a neighborhood coffee shop /cafe in the new Downtown Crozet District. The property, described as Tax Map 56A1, section 1, and Parcel 120 is located in the Whitehall Magisterial District on Crozet Avenue [State Route 8101 approximately 200 feet from the intersection of Crozet Avenue [State Route 8101 and Three Notch'd Road [State Route 240]. The property is zoned Downtown Crozet District and EC Entrance corridor. The Comprehensive Plan designates this property as Development Area Preserve [CT 11 in the Crozet Community. Along with the proposed preliminary site plan, the applicant, in writing, requested a waiver from sidewalk design requirements found in the Downtown Crozet District [Section 20B.7.(A)] Sidewalk Design, which requires a 10 foot sidewalk along Crozet Avenue [State Route 810]. The agent denied the waiver because the request did not demonstrate that (i) the Virginia Department of Transportation prohibits establishing sidewalks and/or planting street trees; or (ii) existing utility easements prohibit establishing sidewalks and/or planting street trees. The applicant is appealing the agent's denial of the waiver from sidewalk requirements to the planning commission per Section 20.3.I.3. The request is for a waiver from Section 20B.7.(A) Sidewalk design, which requires a 10 foot sidewalk along Crozet Avenue [State Route 810]. COMPREHENSIVE PLAN: This property is located in the Development Area Preserve [CT 1] in the Crozet Community. CHARACTER OF AREA: The lot has a single structure with accompanying accessory buildings, and is partially wooded with a creek in the rear. PLANNING AND ZONING HISTORY: No planning and Zoning History. REASON FOR PLANNING COMMISSION REVIEW: This application is coming before the Planning Commission in accordance with section 20B.3.(I).(3). Appeal to the commission or the board. which states that the denial of a waiver, or the approval of a waiver with conditions objectionable to the applicant, may be appealed from the director to the commission and from the commission to the board, as the case may be, as an appeal of a denial of the plat, as provided in section 14 -226 of the Code, or the site plan, as provided in sections 32.4.2.7 or 32.4.3.9 of this chapter, to which the waiver pertains. Staff analysis is provided below. Section 20B.7.(A) establishes the review process for sidewalk design and Section 20B.7. (D) establishes the process for granting waivers from sidewalk requirements. The preceding comments by staff address the provisions of Section 20B.7.(A). Staff has included the provisions of section 2 20B.7. (D) (In bold italics) below, along with staff comment on the various provisions /criteria required for a waiver from sidewalk requirements. REVIEW OF REQUEST FOR WAIVERS FROM SIDEWALK REQUIREMENTS: Pursuant to Section 20B.7.(A) of the Albemarle County Code, each sidewalk on Crozet Avenue, Three Notch'd Road and the street identified in the Crozet master plan as the new Main Street shall be at least ten (10) feet wide. 20B.7 SIDEWALKS AND STREET TREES For each development requiring approval of a site plan under section 32 of this chapter, sidewalks and street trees in the DCD shall be provided as follows: A. Sidewalk design. Each sidewalk proposed to be accepted for maintenance by the Virginia Department of Transportation shall be designed and constructed according to Virginia Department of Transportation standards or to the standards in the design standards manual, whichever is greater. Each sidewalk proposed to be privately maintained shall be constructed using concrete, designed so that no concentrated water flow runs over them, and otherwise satisfy the standards in the design standards manual. Each sidewalk on Crozet Avenue, Three Notch'd Road and the street identified in the Crozet master plan as the new Main Street shall be at least ten (10) feet wide. All other sidewalks shall be at least eight (8) feet wide. Section 20B.7. (D), Waivers from sidewalk requirements states that in accordance with the procedures stated in subsection 20B.3 (I), the agent may waive the requirements for a sidewalk and/or street trees where the developer demonstrates that: (i) The Virginia Department of Transportation prohibits establishing sidewalks and /or planting street trees; The applicant/developer has not demonstrated that the Virginia Department of Transportation prohibits establishing sidewalks and/or planting street trees in this area. [VDOT] Virginia Department of Transportation does not prohibit the establishing of sidewalks and/or planting street trees in this area. (ii) Existing utility easements prohibit establishing sidewalks and/or planting street trees. There are no existing utility easements that prohibit establishment of a 10 foot sidewalk. Upon reviewing the sidewalk waiver request based on the above criteria, staff denied the waiver. Staff can not recommend approval because the applicant does not meet the criteria specified in section 20B.7.(D) for granting waivers from sidewalk requirements. Staff recommends denial. ADDITIONAL STAFF COMMENTS: The applicant has cited site constraints in the attached letter of appeal (Attachment C) dated October 19`h 2008 as justification why the waiver from sidewalk requirements should be approved. As stated in the letter of appeal, based on the ordinance, staff lacks the authority to grant this waiver. The Downtown Crozet District section of the Zoning Ordinance outlines specific criteria for granting waivers from sidewalk requirements. Staff denied the waiver from sidewalk requirements based on the criteria outlined in the ordinance. The Planning Commission has the discretion of approving or denying the waiver. Should the Planning Commission choose to approve the waiver from sidewalk requirements, staff would support the Planning Commission's decision. 3 Factors unfavorable to this request include: 1. Virginia Department of Transportation does not prohibit the establishing of sidewalks and/or planting street trees in this area. 2. There are no existing utility easements that prohibit establishment of a 10 foot sidewalk. Factors favorable to this request include: None identified. Recommendation: Denial of the waiver from sidewalk requirements. Attachments: A - Aerial Map of the Property B - Copy of Site Plan C - Letter of appeal from Applicant D - Area Photos rd a SDP 2008-00139 Green House Coffee Prelimina 56A1-01-71 S6, A- 0 4 56A 1 -0 1 119 56A'1 zo I.— 10, M, t , N-7 A, 56,c - 01-T69 46 56A1-01-123 ' GIS-Web 56 Geographic Data Services www.albem de.org a (434) 96 -5832 X'Al-01-1 —if 788 41OF Ali 80'F6et 56AI Ix 56A2 -01-- Ar 2 ir display purposes only • Aerial Imagery from Commonwealth of Virginia November 4, 2008 Legill"I'd ( Note: Scirrie ftarrs on map may not appear In legerifi �01- -314 ❑fiery -01-11 El 2 Mai A, 56,c - 01-T69 46 56A1-01-123 ' GIS-Web 56 Geographic Data Services www.albem de.org a (434) 96 -5832 X'Al-01-1 —if 788 41OF Ali 80'F6et 56AI Ix 56A2 -01-- Ar 2 ir display purposes only • Aerial Imagery from Commonwealth of Virginia November 4, 2008 h s V S PRELIMINARY SITE PLAN GREEN HOUSE COFFEE OWNER CAMILLE M. AND KURT PHILLIPS 4462 BLUFTON ROAD CROZET, VA 22932 CONTACTS OWNERIDEVELOPER CAMILLE M. AND KURT PHILLIPS DBA GREEN HOUSE COFFEE, LLC (434) 823 -9909 LANDSCAPE ARCHITECT JOAN ALSISTON, RLA (434) 295 -6618 EMAIL JOANQALBISTON.US ENGINEER CHRISTOPHER SONNE, PE (434) 361 -1443 (OFFICE) (434) 9% -1752 (MOBILE) EMAIL CHRISQSUSTAINABLE- SITES.COM INDEX: COVER SHEET S L I - EXISTING CONDITIONS & PRELIMINARY SITE PLAN S2.1 - PLANTING PLAN C1.1- PAVING &DRAINAGE PLAN NOTES: • ZONING: DOWNTOWN CROZET DISTRICT (DCD) • MAGISTERIAL DISTRICT: WHITEHALL • COUNTY & STATE ALBEMARLE COUNTY, VIRGINIA • PROPOSED USE COFFEE SHOP • MAX ACREAGE OCCUPIED BY COFFEE SHOP, POST - DEVELOPMENT :.698 AC (30,406.22 S.F.) • MAX. SQUARE FOOTAGE FOR COMMERCIAL USE: 1,485 S.F. • MAX EMPLOYEES: 4 • WATERSHED: BEAVER CREEK RESERVOIR WATER SUPPLY WATERSHED ALBEMARLE COUNTY, VA OCTOBER 2008 VICINITY MAP SCALE. I" = 600' PLANS PREPARED BY: ALBISTON ASSOCIATES 921 Royer Drive, Charlottesville, VA 22902 P 4341295 -6618, F 4341295 -6628, www.albiston.us CIVIL & ENVIRONMENTAL SERVICES, LLC - SITE PLANNING & DESIGN - ENVIFZ❑NMENTAL CONSULTING - 1 91 SATINWOOD LANE NELLYSFORD, VIRGINIA 2295E3 (434) 3151-1 443 WWW.BUSTAINABLE- SITES.COM Attache mt8 v � a ;' \ TpL \ / / / / / .•.—EX'YG SHED ADJACENT HOUSE Q 551_IO'SVE 41836'- - - - -- ---- - - - -- -- _ i / FXTG / pL7E, CARPORT JOINT ASPHALT DRIVE F - -- 01 \ OAK L% WF KRISHNA L DAVIS OR �I I ) / / / Epp /..•� ' ' �TGWA7E4'p3.C� EX - 4 ..�..: JARED W. STRICKLER O I / �. ,N9A /' - 56AI- eIR -0 a109A0 =I;.{ I / IXTG MULBERRY � MENFRRYYP� ' SEWER CL.EANOUT �r w9L EiC�TG I SINGLE - FAMILY 'C.li D(7GpEdpUOy$!/ _ �9j9/177 I� _ BUILDING RESIDENTIAL -_ I iy VEGETATIQN� - �`� I I I ISTORY IXTGCONC h '' EDGE OF IXTG DRIVE PORCH :11•r -' l 3k I WF DEREK W. SANORIDGE OR �- MARY M. SANDIUDGE / 1'• / TAX MAP & PARCEL EX'TG CONC ' 0-2 S6A1 -01 -OD -12000 PORCH iie6n 56AI -01- 00-10700 &18800 a./ / 'Y` ' f. -- - - - - -- --- .ORKSCREW' I SINGLE / .707 AC (30,798 SF) luow II ' RESIDEH �'-\_-IX'TG DECIDUOUS VEGETATION � , / __— N51•I3'42•W (429.00 a J __ - - WFRICHARI2T. HARRIS OR J. 203.61• PRISdLLA HARRIS 7 / I 2m RIVER BIRCH II s641 -0I -00-1210-8 SINGLEfAMILY WF LSFS CAVALIER INVESTMENTS LLC I , I O CF CORPORATION SYSTEM RESIDENTIAL I / WF DIANE WHITER CIO ' JOHN HENRY WHITE F{�F 0 GVAUEB.INVFS tMENT3 LL.0 DCD IXTG CHERRY ', I DW IdOCFa ORATION SYSTEM S6AI -01 -00-12400 ' S6A1 -01-00.11200 J D� COMMERCE /7;I MULTI - FAMILY RESIDENTIAL 56AI -01 -0x12400 I DPTC BELCH ' COMMERCIAL B ' ADJACENT BRIIXWALL •J' HEIGHT BETWEEN 412222 5' -I V AND V -S• EXISTING CONDITIONS PLAN sc,� , 10- U , \ IXTG VEGETATION TO SATISFY REQUIREMENT FOR REAR VEGETATIVE BUFFERBEFWEEN PROPOSEDUSEAND / / / ,/� -- ml ADJACENT SINGLE FAMILY RE90ENTEAL USES / / % IXTG WALNUT �...� be Z0- 551.10'S0•E 41056' ��-— __ - -_— _ -- - -f -- �� -_ - - -- N \\ / EXTG I E)CTG CARPORT REMOVE JOINT ASPHALT DRIVE 1 I g O _ —_— _ 2 _ OAK SHED IXTG SHED HVAA`CFGAS - -- F 1p U E OI FI / ER I IXTG WVA�4•wCSONIMAR, 'MULCH l ..�°2 !. F�TRA ELECTRIC _ PHALT tP I� �I NIfT5 EXTGMULBERRY, 20-SANTAIMSEWE0.�� I SEWERCLFANOUL 'BMA— PATH EiCTG _ �_. I L EXTG EODW EASF?1FN7{TYP•) i BUILDING __ — MULCHED BED P / _-- DS979/t77 ,,,'' 4 ISTORY CONK WALK (IMPERVIOUS) y VEGETATION �� a ®CEO IXTG CON �. PROPOSED MAILBOX ' PORCH LOCATION 51 J POROUS CONCRETE IXT'D� ; EXTG WATER SERVICE I "I I PARKING AREA BI SPACE PARKING =i I /! I SPACE EXTG WATER METER / •3' 31 I'•, I PROPOSED BLpa� IXTG CONK + IX'iG 4'WIDE GONfAETE _ D ADDTION FOR ♦ SIDEWALK TO REMAIN RKSCREW EDGE OF PRocRiprivE LCOW ROW. _- - RmG / O EXTG ROW TO BE i' /.__ � IXTGDEODUOUSVEGET'ATION --,` I ,�! _ - \ \ PE•MY DEDICATED TO VDOT vJ L UT POLE IN ROW ALONG AT CROZET 4® TO ALLOW D CREST OF NULL TO THE NORTH. TREE 9�% ALBISTON ASSOCIATES 921 Royer Drt•a Ch•rtom•"i11•. VA 22902 P434;295-6618 F 434295.6628 www�lmon.u• C to IZ N Lc O V InC I N / 207.SY- N51.1342W (429.00 I I TILL ' I 'I I �FN2 XR VER BIRCH IXTG 4' WDE CONCRETE SEDE P. QDSD FENCE Wl GATE LAWN O T y O y K III O C / I ( IXTG CHERRY I 1 f L ' V L IB'X29'POROUSCONC I Ve�pp TERRACE &WALK Veit �' IXTG BIRCH TO RE REMOVED SIGHT TRIANGLES )ry � L o F ADJACENT BRICK WALL I = 3D' �� V HEIGHT BETWEEN s'- n•ANDes I SITE PLAN SCALE V-20' N� SITE NOTES: • I OPOGRAPHY SOURCE AWE AW.I: COUN I Y GIS SYS I EM DATE 09/15108 BUILDING AND PARKING DATA LEGEND: WATER AND SEWER NOTES: • SURVEY SOURCE SL KEY, "CORPORA I ED, LAND SURVEYORS& REV. 1012WOB PEAK WATER & SEWER FLOW RATES PLANNERS, DATED SEPTEMBER 20, 1999 BUILDING SETBACKS BUILDING HEIGHT ----- --- --- -- ---- PROPERTY BOUNDARY . USAGE: RESTAURANT (50 GPD PFR SFAT) • MAXIMUM POST - DEVELOPMENT IMPERVIOUS COVER .09 AC FRONT- MINIMUM FOOT MINIMUM HEIGHT -BY RIGHT 30 FEET OR 2 STORIES __... - -..._ STREAM BED • NO. SFATS-. 78 • MAXIMUM AMOUN I PAVED PNWNG AND VEHICULAR FRONT - MAXIMUM 10 FEET MAXIMUM HEIGHT - BY RIGHT 50 FEET OR 4 STORES • DAILY WATER & SEWER FLOW = 50 GPD X28 SEATS = 1,400 GPD 0 25% OR AREAS: SLOPES S.F. SI W I HI IMPERVIOUS• 3.Sl3 S.Y. POROUS) SIDE - MINIMUM (EXCEPT FROM ACCESSWAY 0FEET IXTG MAXIMUM STRUCTURE HEIGHT 30 FFFT ---------- - - - -' -- STREAM BUFFER BOUNDARY , TYP OPERATING HOURS PER DAY: 14 •NO2S %OR GFi!-AIER SLOPES EXIST WITHIN AFit40UISNE OF SO'SIREAM SCALE SEE FLANS ORALLEY) IXTG MAXMMUM SHED AND CARPORT HEIGHT 14 FFFT TREE DIVE • AVERP,GE HOURLY FLOWPATE = 1,400 GPDI(14 HRS • 60 MIN/HR) = 1.7 GPM BUFFER WHERE DEVELOPMENT 15 PERMITTED BY ALBBIMLE COUNTY. SIDE - MINIMUM (FROM ACCESSOAY OR All" 3 FEET • PEAK FLOW RATE = 45 X AVERAGE RATE = 45 X 1.7 GPM = 75 GPM PEAK • NO STORM DETENTION PONDS, STRUCTURES, OR PIPES DOSE ON SITE SIDE • hIAXIMUM 20 FEET PARKING SCHEDULE NO STORM DRAINAGE FACILITIES ARE PROPOSED FOR SITE PEFERTO MINIMUM SPACES REQUIRED I SPACE _ T00---- - - - - -- EXISTING 4' CONTOUR PLUMBING FDCTURE DATA SHEET CI.I FOR STORMWATEit MANAGEMENT PLAN. REAR - MINIMUM 0 FEET --- - - - - -- -- • SITE SERVED BY DCTG RESIDENTIAL SANITARY SEWERAND WATER MAXIMUM SPACES PROVIDED CD NO MAXIMUM . I2 DISH SINK MS: 2 (MAX), EACH WITH I WATFRCLOSETAND I SINK CONNECTIONS. NO EASEMENTS EXIST FOR PRIVATE SERVICES. PARKING SETBACKS TOTAL SPACES PROVIDED 8 TOTAL SPACES WATERLINE . I DISH SINK SHEET: OVERHEAD ELECTRIC LINE • I UTILITY SUJK •TWO STANDARD -SIZED ROLLING TRASH G REMOVAL A LOCATED ON NT- MI IM ACCESSORY U N OSER T ROW TH N HANDICAPPED SPACES PROVIDED IVAN- ACCESSIBLE CONCRETE PAD REMAINING FOLLOWING REMOVAL OF DCTG SHED. ANY IXTG OR PROPOSED HANDICAPPED SPACE Ss PUBLIC SANITARY SEWER • I DISHWASHER (3 GPM PEAK WATER DEMAND) SHRUBS MEETING COUNTY SCREENING STANDARDS ARE TO SCREEN C I • I PRIMARY STRUCTURE ON LOT J SIDE - MINIMUM-AS AN ACCESSORY USE 3 FCCF PRIVATE SANITARY SEWER TRASH CANS REAR (MINIMUM) 0 = • NO AREA LIGHTING BE _ED ON SITE • SIGNAGE TO MEET ALB LOEMARLE RLE COUNTY SIGNAGE STANDARDS. OF 4 N/F CRAIG MASON DOUGALD OR _� � - - -_ • ELIZABETH $TRAU55 D. Doi — �ENCROACH MENTAND D-00-I1900 IOINT DRIVE ADDRE95H7A7 IXTG W __ TRGLE- FAMILY RESIDENTIAL DB 17SQ533 &D8 17481465 vl '.L \ / / / -.tom •., —EN W v � a ;' \ TpL \ / / / / / .•.—EX'YG SHED ADJACENT HOUSE Q 551_IO'SVE 41836'- - - - -- ---- - - - -- -- _ i / FXTG / pL7E, CARPORT JOINT ASPHALT DRIVE F - -- 01 \ OAK L% WF KRISHNA L DAVIS OR �I I ) / / / Epp /..•� ' ' �TGWA7E4'p3.C� EX - 4 ..�..: JARED W. STRICKLER O I / �. ,N9A /' - 56AI- eIR -0 a109A0 =I;.{ I / IXTG MULBERRY � MENFRRYYP� ' SEWER CL.EANOUT �r w9L EiC�TG I SINGLE - FAMILY 'C.li D(7GpEdpUOy$!/ _ �9j9/177 I� _ BUILDING RESIDENTIAL -_ I iy VEGETATIQN� - �`� I I I ISTORY IXTGCONC h '' EDGE OF IXTG DRIVE PORCH :11•r -' l 3k I WF DEREK W. SANORIDGE OR �- MARY M. SANDIUDGE / 1'• / TAX MAP & PARCEL EX'TG CONC ' 0-2 S6A1 -01 -OD -12000 PORCH iie6n 56AI -01- 00-10700 &18800 a./ / 'Y` ' f. -- - - - - -- --- .ORKSCREW' I SINGLE / .707 AC (30,798 SF) luow II ' RESIDEH �'-\_-IX'TG DECIDUOUS VEGETATION � , / __— N51•I3'42•W (429.00 a J __ - - WFRICHARI2T. HARRIS OR J. 203.61• PRISdLLA HARRIS 7 / I 2m RIVER BIRCH II s641 -0I -00-1210-8 SINGLEfAMILY WF LSFS CAVALIER INVESTMENTS LLC I , I O CF CORPORATION SYSTEM RESIDENTIAL I / WF DIANE WHITER CIO ' JOHN HENRY WHITE F{�F 0 GVAUEB.INVFS tMENT3 LL.0 DCD IXTG CHERRY ', I DW IdOCFa ORATION SYSTEM S6AI -01 -00-12400 ' S6A1 -01-00.11200 J D� COMMERCE /7;I MULTI - FAMILY RESIDENTIAL 56AI -01 -0x12400 I DPTC BELCH ' COMMERCIAL B ' ADJACENT BRIIXWALL •J' HEIGHT BETWEEN 412222 5' -I V AND V -S• EXISTING CONDITIONS PLAN sc,� , 10- U , \ IXTG VEGETATION TO SATISFY REQUIREMENT FOR REAR VEGETATIVE BUFFERBEFWEEN PROPOSEDUSEAND / / / ,/� -- ml ADJACENT SINGLE FAMILY RE90ENTEAL USES / / % IXTG WALNUT �...� be Z0- 551.10'S0•E 41056' ��-— __ - -_— _ -- - -f -- �� -_ - - -- N \\ / EXTG I E)CTG CARPORT REMOVE JOINT ASPHALT DRIVE 1 I g O _ —_— _ 2 _ OAK SHED IXTG SHED HVAA`CFGAS - -- F 1p U E OI FI / ER I IXTG WVA�4•wCSONIMAR, 'MULCH l ..�°2 !. F�TRA ELECTRIC _ PHALT tP I� �I NIfT5 EXTGMULBERRY, 20-SANTAIMSEWE0.�� I SEWERCLFANOUL 'BMA— PATH EiCTG _ �_. I L EXTG EODW EASF?1FN7{TYP•) i BUILDING __ — MULCHED BED P / _-- DS979/t77 ,,,'' 4 ISTORY CONK WALK (IMPERVIOUS) y VEGETATION �� a ®CEO IXTG CON �. PROPOSED MAILBOX ' PORCH LOCATION 51 J POROUS CONCRETE IXT'D� ; EXTG WATER SERVICE I "I I PARKING AREA BI SPACE PARKING =i I /! I SPACE EXTG WATER METER / •3' 31 I'•, I PROPOSED BLpa� IXTG CONK + IX'iG 4'WIDE GONfAETE _ D ADDTION FOR ♦ SIDEWALK TO REMAIN RKSCREW EDGE OF PRocRiprivE LCOW ROW. _- - RmG / O EXTG ROW TO BE i' /.__ � IXTGDEODUOUSVEGET'ATION --,` I ,�! _ - \ \ PE•MY DEDICATED TO VDOT vJ L UT POLE IN ROW ALONG AT CROZET 4® TO ALLOW D CREST OF NULL TO THE NORTH. TREE 9�% ALBISTON ASSOCIATES 921 Royer Drt•a Ch•rtom•"i11•. VA 22902 P434;295-6618 F 434295.6628 www�lmon.u• C to IZ N Lc O V InC I N / 207.SY- N51.1342W (429.00 I I TILL ' I 'I I �FN2 XR VER BIRCH IXTG 4' WDE CONCRETE SEDE P. QDSD FENCE Wl GATE LAWN O T y O y K III O C / I ( IXTG CHERRY I 1 f L ' V L IB'X29'POROUSCONC I Ve�pp TERRACE &WALK Veit �' IXTG BIRCH TO RE REMOVED SIGHT TRIANGLES )ry � L o F ADJACENT BRICK WALL I = 3D' �� V HEIGHT BETWEEN s'- n•ANDes I SITE PLAN SCALE V-20' N� SITE NOTES: • I OPOGRAPHY SOURCE AWE AW.I: COUN I Y GIS SYS I EM DATE 09/15108 BUILDING AND PARKING DATA LEGEND: WATER AND SEWER NOTES: • SURVEY SOURCE SL KEY, "CORPORA I ED, LAND SURVEYORS& REV. 1012WOB PEAK WATER & SEWER FLOW RATES PLANNERS, DATED SEPTEMBER 20, 1999 BUILDING SETBACKS BUILDING HEIGHT ----- --- --- -- ---- PROPERTY BOUNDARY . USAGE: RESTAURANT (50 GPD PFR SFAT) • MAXIMUM POST - DEVELOPMENT IMPERVIOUS COVER .09 AC FRONT- MINIMUM FOOT MINIMUM HEIGHT -BY RIGHT 30 FEET OR 2 STORIES __... - -..._ STREAM BED • NO. SFATS-. 78 • MAXIMUM AMOUN I PAVED PNWNG AND VEHICULAR FRONT - MAXIMUM 10 FEET MAXIMUM HEIGHT - BY RIGHT 50 FEET OR 4 STORES • DAILY WATER & SEWER FLOW = 50 GPD X28 SEATS = 1,400 GPD 0 25% OR AREAS: SLOPES S.F. SI W I HI IMPERVIOUS• 3.Sl3 S.Y. POROUS) SIDE - MINIMUM (EXCEPT FROM ACCESSWAY 0FEET IXTG MAXIMUM STRUCTURE HEIGHT 30 FFFT ---------- - - - -' -- STREAM BUFFER BOUNDARY , TYP OPERATING HOURS PER DAY: 14 •NO2S %OR GFi!-AIER SLOPES EXIST WITHIN AFit40UISNE OF SO'SIREAM SCALE SEE FLANS ORALLEY) IXTG MAXMMUM SHED AND CARPORT HEIGHT 14 FFFT TREE DIVE • AVERP,GE HOURLY FLOWPATE = 1,400 GPDI(14 HRS • 60 MIN/HR) = 1.7 GPM BUFFER WHERE DEVELOPMENT 15 PERMITTED BY ALBBIMLE COUNTY. SIDE - MINIMUM (FROM ACCESSOAY OR All" 3 FEET • PEAK FLOW RATE = 45 X AVERAGE RATE = 45 X 1.7 GPM = 75 GPM PEAK • NO STORM DETENTION PONDS, STRUCTURES, OR PIPES DOSE ON SITE SIDE • hIAXIMUM 20 FEET PARKING SCHEDULE NO STORM DRAINAGE FACILITIES ARE PROPOSED FOR SITE PEFERTO MINIMUM SPACES REQUIRED I SPACE _ T00---- - - - - -- EXISTING 4' CONTOUR PLUMBING FDCTURE DATA SHEET CI.I FOR STORMWATEit MANAGEMENT PLAN. REAR - MINIMUM 0 FEET --- - - - - -- -- • SITE SERVED BY DCTG RESIDENTIAL SANITARY SEWERAND WATER MAXIMUM SPACES PROVIDED CD NO MAXIMUM . I2 DISH SINK MS: 2 (MAX), EACH WITH I WATFRCLOSETAND I SINK CONNECTIONS. NO EASEMENTS EXIST FOR PRIVATE SERVICES. PARKING SETBACKS TOTAL SPACES PROVIDED 8 TOTAL SPACES WATERLINE . I DISH SINK SHEET: OVERHEAD ELECTRIC LINE • I UTILITY SUJK •TWO STANDARD -SIZED ROLLING TRASH G REMOVAL A LOCATED ON NT- MI IM ACCESSORY U N OSER T ROW TH N HANDICAPPED SPACES PROVIDED IVAN- ACCESSIBLE CONCRETE PAD REMAINING FOLLOWING REMOVAL OF DCTG SHED. ANY IXTG OR PROPOSED HANDICAPPED SPACE Ss PUBLIC SANITARY SEWER • I DISHWASHER (3 GPM PEAK WATER DEMAND) SHRUBS MEETING COUNTY SCREENING STANDARDS ARE TO SCREEN C I • I PRIMARY STRUCTURE ON LOT J SIDE - MINIMUM-AS AN ACCESSORY USE 3 FCCF PRIVATE SANITARY SEWER TRASH CANS REAR (MINIMUM) 0 = • NO AREA LIGHTING BE _ED ON SITE • SIGNAGE TO MEET ALB LOEMARLE RLE COUNTY SIGNAGE STANDARDS. OF 4 PLANT LIST IAUBEL, 0+(T QUAN I BOTANICAL NAME ICOMMON NAME I ROOT I SIZE INOTES CANOPY TREES 2 Acerrubvm'RedSunset' Red Suuet'Mape B&B I %e -Z "cal. 2 Betulani a'DuaHeat' Duna- Heat'RverB ch B&B IYI-2Z' cal. 3trunks Gink o Uloba'Princeton Sent 'Princeton Sf 'Gin o B&B IYi -T cal. 2 U idarcbar rac�lua'Rotundloba' 'Ratundiloba'SWeetGum B&B I%b -Zeal. LARGE EVERGREENS Cedrus deodara Deodar Cedar B&B 6-7' ht Faster Holly B&B 6-7' ht. ia andiflora'Little Gem' 'Little Gem' Magnolia B&B 6-T ht laurocerasus'West Coast ensis' 'West Coast Schipkaensis' Laurel B&B 6-7' ht Mttenuata'Fosteh' ccidentali TREES chier x grandiflora'Autumn e' 'Autumn Brilliance' ServicebeiTy B&B '„ "- %x cal single trunk 8 JComs Honda 'Cherokee Princess' 'Cherokee Rincess' Dogwood L B&B 9V -I %z cal EVERGREEN SHRUBS 7 jThuja occidemalis'Emerald' 'Fmerald'EastemArborvitae B&3 4-Tht SMALLSHRUBS S IlPrunus laurocemsus 'Otto Luyken' 'Otto L n' Chen laurel 5 gal 15• -1 B" ht 2 1runus laurocerasus 'West Coast Schi kaensis' 'West Coast Schipkaensis' Laurel 5gal I5• -IE'ht 5 Rhododendroncatavbieme 'Chionoides' 'Chionoides'Rhododendron 3gal I5•- 1Er'hL 5 Rosa x Knockout cultivar Knockout Shrub Rase 5 gal IS " -IBw ht KEY: 0 EXISTING TREES TO REMAIN 9e I PROPOSED TREES NOTES: STREET TREE AND SCREENING REQUIREMENTS: . STREET TREES REQUIRED. 2 • STREET TREES PROVIDED: I NEW & I DM7 NG • SEE PLANTING PLAN BELOW FOR NOTES REGARDING 20' BUFFER BETWEEN SITE AND ADJACENT PROPERIIFS WITH SINGLL+AMILY UWEWNGS MITIGATION REQUIREMENTS • UIS IUNHEU AREA 3,3/1 S.F. • REQUIRED MITIGATION: 6,742 S.F. • REQUIRED CANOPY TREES OR LARGE G HT EVERGREENS, AT I WO PLAN I S PER 400 SF ULS I UKHW AREA I I • REQUIRED UNDERSTORY TREES OR 4' EVERGREENS, AT TWO PLANTS PER 400 S.F. DISTURBED AREA 17 • REQUIRED SMALL SHRUBS, AT ONE PLANT PER 400 SF. DISTURBED AREA 17 • PROPOSED VEGETATION SHALL MEET MITIGATION REQUIREMENTS FOR QUANTITY AND SIZE AT INSTALLATION. EW WILLOW, STREEr TREE CONSERVATION PLAN CHECKLIST: I. The MI—let hvn. +h.11 be.1 —m d. ,1n ❑Tr mMw.* ❑Lww frhwft(id. ddp*. oferoaw be weak ❑ louden ud W" of pivemve hweby ❑Ge d. ebeq. ragWrliq vet w.barwelc ❑ Prop..ed ermehlnl or anwatinp bywd du Owtt of doLft LMW- ❑M met mbe wad dell be mubd wM prim or ribbon u. heljdduly ebMam p FtmIcop•— ❑ No graft abd bey. umfl the v.. —101 hoe hem Ingsad seed epprwad by. C—ty bnpeemr. L Pre-Cewv =1 n C.*- ❑Troe prawwen.nd prooecden meuuro. "I be rW—d wM de tamaaer en Ma 4. Esulpmem Otu.dan od 9te ❑ Hur7 o"ipmam, v.hl.W —ft dmn .do.m.arlab meiadi ton shd nom be ptrml®dwWM"l- dip9nte- !votes be mad. S. Sel &-don end Swrtw ,Deandon OwItee ❑ S..h dwlvr. A.l not ad,—Wy a8utvote w be ovate L Firm ❑ Frm we nwpermaad wMln 188 read the drl0inc eftrm a M ew" 7.Tmh M3ur1 le ❑ Tewla mwrhla shelf nub.wrdwMln 100 huaf eM drlph.dtr.te>o M wd & Preaodr. Fmdac ❑ Trm w be r.abad whin 40 feet of. peo" d buWh g a lad'el.c" .h9I bepmvd b0oft ❑ F—IN 81.11 be In plan end .h.0 be inep —d md.pp —d by. C_v heettwr prlerwpdbler ammu.loe- 9.Tne Wdr. ❑Whmthe S- 1d I..lmu. be Ned wMm the drlplhe de we w b..—d,. me well.InIIM, - dar ov oMod- 1Inomimdfe pp-.L 10.Tr.e Wtll. ❑ Who the round lael mute be low" fthIn da drlptba a-roe to be twed. ame wa e1WI be p.mWed Lid e monolan doWlsuhlnle.d f, Ipp..L 11. Trte.ddne end Twedes ❑Whin VmMOSb rotubed WWI, d. luot ofclatmS, It shelf be done u hr.wq han the wnb of w u poteibh. Ttrmby, 'Ida IWgDtre lobe wuidered a, Ito o mews when hh mddpud du..tetevy umddrywill dseey6.dv roes It CInW ❑protw whnd",hell be the latelome nmwd duff he W damp 13. fltm dT- ❑ Dona ld —shill be veand imwdhuhy by pwnine, fmilsdm or e holr dteh nmwmudd byavee eped.f NOTE. IT IS THE DFVFI OPFR'S RFSPONSIBII ITY TO CCNFFR WITH THE CONTRACTOR ON TRFF CONSFRVATION RFQUIRFMFNTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) ALBISTON ASSOCIATES 921 Royer DN. Chulenbw0b, VA 229M P 4341295 -6618 F 434895 -6628 www(pJamumnus �r J �� WHO IZ C CA Q� C � v L td r n a DATE OWISMB REY. 10/22M m C d O U SCALE IN' =28' SHEET: S2.1 OF4 .1 EXISTING SANITARY SEWER LINE I FLOW CENTERUNE OF WET • ,/� WEATHER STREAM BED n r. ISANITARY SEWER 3'R - 3,573 SF POROUS CONCRETE PARKING AREA 3'R - u. G* POROUS CONCRETE (PARKING) V 1 1.5' SM -9.11A ASPHALT SURFACE COURSE 4' 44- R WALKS) J J i N i GEOT LINER W F I ONER COMPACTED BACKFlLL Z 4.5. 121A AGGREGATE BASE COURSE W V W � r NEW ASPHALT PAVEMENT SECTION POROUS CONCRETE SECTION U] SCALE: NONE SCALE: NONE J 2 Q 9: Z W W o PAVEMENT NOTES: z z a L 1. POROUS CONCRETE PAVEMENT SHALL CONFORM TO THE 17Er'OMMENOED �PECIFlGATON� FOR PORR4ND CEMf:M ❑ a e PER4"OLIS CEMEkT PERVIOUS CONCRETE PAVEMENTS. PREPARED BY THE PACIFIC SOUTHWEST CONCRETE ALLIANCE 16 ` 2. CONCRETE CONTRACTOR SHALL TAKE PARTICULAR CARE TO AVOID INSTALLATION PROBLEMS COMMON TO POROUS Z E CONCRETE INCLUDING EXCESSIVE WATER ADDITION, EXCESSIVE WORKING OF PLACED CONCRETE, AND INADEQUATE z z CURING. c 3. NOTIFY THE SITE ENGINEER (434 - 381 -1443 OR CHRISOSUSTAINABLE- SITES.COM) AT LEAST 48 HOURS PRIOR TO IL PLACEMENT OF POROUS CONCRETE trj w ) 4. PLACE EXPANSION MATERIAL BETWEEN EXISTING ASPHALT DRIVE AND NEW CONCRETE, AND BETWEEN J UI CONVENTIONAL AND POROUS CONCRETE 5. DETERMINATION OF ADEQUACY OF EXISTING ASPHALT PAVEMENT SHALL BE MADE WHEN PAVEMENT INDICATED IS CUT AND REMOVED. ADDITIONAL. SURFACE COURSE WILL BE PROVIDED OVER EXISTING ASPHALT PAVEMENT IF u NECESSARY TO PROVIDE ADEQUATE SURFACE u 8. VON ENTRANCE PERMIT SHALL BE OBTAJNED PRIOR TO COMMENCING WORK WITHIN VON RIGHT -OF -WAY. ' ASPHALT PVM`r. EXISTING 01 EXISTING HOUSE NEW ASPHALT EXISTING CARPORT DRIVEWAY AREA EXISTING 3D PROTECTED Oki _VWM-SUFFER (MODIFIED AS SHOWN) �. v fir.. i .c 1' ••r. r.�'r '.`:•.r.- s.• �.• . �.-.•�.•,.�.•..�,.•..�,..a...�. ,.�.•.•�;.•-�••r.- �.- �.- .�.- .a.;.�.•.•�. ,�;,.;�.. ice/ /i _ .. r. �: .r:- :�:�:a:- :•r:•:��'-:� @ ".��•' `'••'- �. �. �::: ��:` �' a:` �' a:` �:: Y��: �r�: k:`::: Y: �: a.:`: :a::�:::�;'.`�,�:`5�� /Ii'.•�� EXISTING RETAINING WALL 3' ) HANDICAPPED15 PACE STORMWATER MANAGEMENT PLAN SCALE: 1" - 10' / t n .ZI O N D C m Z I. T*I 0 .-O 12'R Co O OESIGN STORM 10 YR. 10 YR. RAINFALL INTENSITY, 10NOr1 e. 6.7 TOTAL DRAINAGE AREA AC.1 0.72 0.]2 TIME OF CONC., Te (minl 5 5 ACRES WOOOEOAREA fC' 0.20) 0.19 0.14 ACRES IrAPERVI.- C' = 0.80) 0.10 0.09 ACRES LAWN I'C = 0.22) -9 0.39 'ACRES POROUS CONCRETE C = 022) 0.00 0.10 WEIGHTEO'C FACTOR 0.31 0.30 PEAK FLOW ICM 1A8 1.b • 1NEREWAL AOTNALLYBEZEPO RWOFFFROM POROUS LONCAETE9WFACES WTILALL 4DIDSp CONCRETE AND STONE SVH&15EPREfLLL PSIA9ATEDSTORNOAPAGIYOP PROPOSED POROUS LONCRElESYST @.119 ?T RAeJFALL BEFORE RWOFF HEGAVS DRAINAGE CALCULATIONS STORM WATER NOTESWATER NOTES: 1. STORM WATER MANAGEMENT FOR THIS PROJECT IS ACCOMPLISHED LMUZING POROUS CONCRETE PAVEMENT FOR NEW PARKING AND PATIO AREAS AND REPLACING SOME OF THE EXISTING IMPERVIOUS SURFACES AT THE SITE WITH POROUS CONCRETE OR LANDSCAPING. 2. EXISTING IMPERVIOUS AREA FOR THIS SITE - 13.3% 3. PROPOSED IMPERVIOUS AREA FOR THIS SITE - 13.0% 4. NO STORMWATER TREATMENT BMP REQUIREMENT FOR THIS SITE DUE TO NO INCREASE IN IMPERVIOUS AREA (HOWEVER, POROUS CONCRETE PAVEMENT DOES PROVIDE SIGNIFICANT STORMWATER TREATMENT IN ADDITION TO VOLUME CONTROL) 5. BASED UPON FEMA FLOOD INSURANCE RATE MAPPING (FIRM) MAP 051003CO2290, PANEL 229 OF 575 FOR ALBEMARLE COUNTY, VIRGINIA. NO PORTION OF THE PROJECT SITE LIES WITHIN THE 100 YEAR FLOOD PLAIN. 0. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED WITH TIED IN ACCORDANCE W THE APPROVED EArSC PLAN FOR THIS PROJECT. CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DEEMED NECESSARY TO PREVENT TRACKING OR STORM CONVEYANCE OF SEDIMENT ONTO PERVIOUS CONCRETE SURFACES DURING CONSTRUCTION. 7. MOUNT SIGN ON WALL 'KEEP RIGHT AFTER ALLEY'. EXISTING SLAT -DRAIN ALONG ENTIRE PROPERTY BOUNDARY (NO CURSING) GRAPHIC SCALE 10 0 M • M (IX 1'JaP 1 IaEII � IO 1L W zw E- V1 W U O Q,' ° co U Frr-,,1 C V U PROPOSED PERVIOUS SURFACES I C1.1 I PROGRESS I LEGEND PRINT. I I NOT FOR - - - -- PROPERTY eouNLWtY [CONSTRUCTION STREAM BED - - - - - - - - - - STREAM BUFFER BOUNDARY PAVING & TREE LINE . ....... -704- .... EXISTING 4' CONTOUR DRAINAGE - RUNOFF DIRECTION PLAN EXISTING IMPERVIOUS SURFACES TO REMAIN EXISTING IMPERVIOUS SURFACES DRAWN: C.SONNE TO BE REMOVED CHECKED: DATE: 9[15/09 PROPOSED IMPERVIOUS SURFACES PROJECT: 0flOD7 9/20/08 TO BE ADDED REVISIONS: PROPOSED PERVIOUS SURFACES I C1.1 I CIVIL & ENVIRONMENTAL SERVICES 191 Satinwood Lane • Nellysford, Virginia 22958 (434) 361 -1443 • chris @sustainable - sites.com www. s ustainable- sites. com October 19, 2008 Albemarle County Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 Re: SDP - 2008 -00139 Green House Coffee Preliminary Site Plan To Whom It May Concern: On behalf of my client, Green House Coffee, LLC, I respectfully request the Albemarle County Commission hear an appeal of the denial of a waiver from sidewalk requirements rendered by the Department of Community Development on October 6, 2008 (see attached). The requested waiver from the sidewalk width requirements of the Downtown Crozet Zoning District would allow the existing sidewalk in front of the proposed establishment to remain its current 4' width, rather than being widened to 10'. As shown in the attached pictures, our site is fairly narrow, so the section of sidewalk to be widened would only be 50' long, and could not be widened along the adjacent properties (there is a tall retaining wall on one property, and the other property is entirely within a protected stream buffer that precludes development). Widening our section of sidewalk would result in additional impervious surface within a watershed stream buffer, would be aesthetically unappealing, and could present a safety issue (since half the sidewalk would terminate directly into the existing retaining wall). During our October 9th meeting with the County, Mr. Gerald Gatobu noted that his department supports our waiver request, but lacks the authority to grant this waiver. We would therefore like to speak to the Planning Commission at the earliest time to discuss this waiver request. Sincerely, Christopher E. Sonne, PE, LEED AP Enclosures xc: Camille Philips Joan Albiston Attachment C 5� P 2Ddg- 60 (3� �sr�ev� -Hcxt� Go{f ee Pre (('AA ( v) any S,t {pI,h . Attachment D