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Home My WebLink AboutSDP200800154 Staff Report 2010-06-08 (2)COUNTY OF ALBEMARLE PLANNING STAFF REPORT SUMMARY Project Name: SDP 2008 —154 Re- Store'n Staff: Bill Fritz, John Diez Station Planning Commission: March 15, 2011 Board of Supervisors Public Hearing: (not applicable) Owners: Jeffries II LLC Applicant: Jeffries II LLC Acreage: 4.06 Acres Rezone from: NA Special Use Permit for: NA TMP: 055BO -00 -00 -00100 By -right use: This property is zoned HC, Location: The site is located on the south Highway Commercial which allows a wide side of Rockfish Gap Turnpike (SR250), variety of commercial retail, service and approximately 0.78 miles west of its office uses. intersection with Miller School Road/Crozet Avenue (SR240). Magisterial District: Whitehall Proffers /Conditions: SP 2009 -34 Proposal: Convenience store with gas pumps Requested # of Dwelling Units: (if and office space. applicable) DA (Development Area): NA Comprehensive Plan Designation: Rural RA (Rural Area): Rural Area 3 Area 3 Character of Property: The property is Use of Surrounding Properties: currently vacant. Surrounding properties include the Moose Lodge, single family residential, and various commercial uses including convenience stores with gas stations. Factors Favorable: The site plan meets the Factors Unfavorable: The entrance location minimum requirements for approval. and building design require modification. RECOMMENDATION: Staff recommends approval with conditions. STAFF PERSON: William D. Fritz, AICP PLANNING COMMISSION: March 15, 2011 SDP 2008 —154 Re- Store'n Station APPLICANT'S PROPOSAL: Convenience store with gas pumps and office space. CHARACTER OF AREA: Surrounding properties include the Moose Lodge, single family residential, and various commercial uses including convenience stores with gas stations. PLANNING AND ZONING HISTORY: June 8, 2010 — Planning Commission denied a buffer waiver request and deferred action on site plan. November 3, 2010 - SP 2009 -34 approved. This special use permit allowed 1,625 gallons of water usage a day. COMPREHENSIVE PLAN: This site is located in Rural Area 3 of the Comprehensive Plan. REASON FOR PLANNING COMMISSION REVIEW: An adjacent property owner has requested Planning Commission Review of the site plan. STAFF COMMENT: This is a request for approval of a preliminary site plan. The Site Review Committee has reviewed the site plan and found the plan meets the requirements for preliminary site plan approval. Two topics have been identified which the Commission may want to consider: 1. Entrance Location 2. Building Design Entrance Location The Department of Transportation has provided the following comments: 1. Since the initial submittal of this preliminary plan, VDOT has implemented Access Management Standards that went into effect on Oct. 14th, 2009. These standards set the minimum distances that commercial entrances must be spaced at for different speeds and functional classifications of roads and can be viewed on the VDOT website at hqp: / /www. virginiadot. org / /projects /accessmgt /default.asp. 2. The functional classification of Route 250 at the proposed Re- Store'n Station is Rural Minor Arterial with a posted speed of 45 mph. The minimum spacing for full access intersections is 1050 feet. 2 3. The proposed commercial access for Re- Store'n Station does not meet the minimum spacing standards from Freetown Lane and Forest Glen Dr. The applicant should attempt to consolidate commercial entrances to meet the spacing requirements. If the applicant is not able to consolidate entrances or meet the standards for any other reason, the applicant can submit an exception request to VDOT to allow a reduced standard. This exception would be evaluated by the local VDOT office and submitted to the VDOT District Administrator for review and decision. VDOT will also require a letter from Albemarle County in support of the exception in the evaluation of the entrance. The applicant has contacted the property owners that use Free Town Lane in an effort to consolidate entrances. As of the preparation of this report, the applicant has not been successful in those attempts. The applicant will need to continue to work with the Department of Transportation to identify an acceptable entrance location and design. Chapter 18, Section 32.7.2 of the Code of Albemarle states in part "the commission or the agent in the review of a site plan may specify the number, type, location and design of access points to a public street together with such measures as may be deemed appropriate to insure adequate functioning of such access points ". Staff recommends that this provision be addressed by a condition of approval. That condition would require Virginia Department of Transportation approval and that the Planning Commission review the entrance location as part of the final site plan. Building Design SP 2009 -34 included the following condition: "The total building footprint square footage shall not exceed three thousand (3,000) square feet ". The Deputy Zoning Administrator has determined that the building shown on the site plan exceeds the size permitted by the special use permit. The applicant will have to reduce the footprint of the building. The final site plan will not be approved until all the conditions of the special use permit have been satisfied. Additional Comments The plan has been reviewed by the Deputy Zoning Administrator and found to be in general accord with the plan submitted for the special use permit. The applicant has requested a waiver to allow the disturbance of the buffer to the rear of the site. The waiver is to allow stormwater requirements to be addressed. The waiver was administratively reviewed and approved subject to the installation of fencing as shown on the plan and the preservation of trees within the buffer that are 6 inches in diameter or larger. These trees shall be shown on the final site plan. Summary The site plan before the Planning Commission is a preliminary site plan and not a final site plan. The applicant will need to make changes to the plan in order to satisfy the requirements of the ordinance, the Department of Transportation, the special use permit and the conditions of approval. While the final location and design of the entrance and the building have not been determined, it is staff's opinion that the preliminary site plan should be approved. If the site plan is denied, the commission shall set forth in writing the reasons for such denial and shall state what corrections or modifications will permit approval by the agent or commission. Staff opinion is that the necessary corrections and modifications are specified in the conditions of approval. Approval with conditions eliminates the necessity of re- reviewing the preliminary site plan and achieves the same purpose as denying the preliminary site plan with the necessary corrections and modifications noted. RECOMMENDED ACTION: Staff has reviewed this request for compliance with the provisions of the Zoning Ordinance and recommends approval of the site plan subject to the following conditions: The Current Development Division shall not accept submittal of the final site plan for signature until tentative final approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions have been met: Current Development Planner approval to include: a. Landscape plan showing landscaping as shown on the plan December 6, 2009. Except as permitted by the conditions of SP 2009 -34. b. Landscape plan showing location of all trees of 6 inch caliper or greater and including a conservation plan. c. Notation of location and type of pump stations and nozzles as limited by SP 2009 -34. d. Reduction of building size to satisfy the conditions of SP 2009 -34. The determination of building size shall be made by the Zoning Administrator. e. Location of signage limiting overnight parking. Overnight customer parking on -site shall not be permitted between the hours of 12:30 a.m. and 4:30 a.m. 2. Current Development Engineer approval to include: a. Erosion and Sediment Control plan. b. Stormwater management plan. 3. Albemarle County Building Official approval. 4. Thomas Jefferson Health Department approval. 5. Fire and Rescue Division approval. 6. Architectural Review Board approval. 7. Virginia Department of Transportation approval of entrance location and design. 8. Planning Commission approval of the entrance location and changes associated with any modification of the entrance design or location. ATTACHMENTS: A. Vicinity B. Reduced Preliminary Site Plan C. Conditions of SP 2009 - 34 D. Comments from the Deputy Zoning Administrator rd OF ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP2008 -154 Re -Store 'N Station —Staff: Summer Frederick, Senior Planner; Amy Pflaum, Preliminary Site Plan Engineer Planning Commission Public Hearing: June 8, 2010 Board of Supervisors Hearing: N/A Owners: Jeffries II, LLC Applicant: Jo Higgins Acreage: 4.06 Rezone from: N/A Special Use Permit for: N/A TMP: Tax Map 55B Parcel 1 Existing Zoning and By right use: HC- Highway Commercial; EC Location: US 250 (Rockfish Gap Turnpike)Entrance Corridor Overlay approximately 1,600 feet (0.3 miles) west of Western Albemarle High School. Magisterial District: White Hall Conditions: Yes Requested # of Dwelling Units /Lots: N/A DA - RA - X Proposal: Request for preliminary site plan approval Comp. Plan Designation: Rural Area in Rural Area 3 to construct a 5,750 square foot, two (2) story commercial building with gas pumps and associated parking 4.06 acres. Application includes a request to waive restrictions found in Sec. 18- 21.7(c) in order to allow for land disturbance in a required twenty 20) foot buffer area. Character of Property: The site is currently vacant.Use of Surrounding Properties: Surrounding properties include the Crozet Moose Lodge, single - family residential, and various commercial enterprises, including convenience stores with gas stations. Factors Favorable: See Report.Factors Unfavorable: See Report. Recommendation: Staff recommends denial of the requested Buffer disturbance Waiver found in Sec. 18- 21.7(c). Staff recommends approval of SDP2009 -154 re -Store 'n Station — Preliminary site plan with the following conditions: 1. The Final Site Plan must meet all requirements of Sec. 18 -32.6; 2. The Final Site Plan must be in compliance with SP2000 -34 Re -Store 'N Station; 3. The Final Site Plan receives VDOT approval; 4. The Final Site Plan receives Virginia Department of Health approval; 5. A Certificate of Appropriateness is granted by the ARB; and, 6. If the Final Site Plan reflects changes significantly different from the Preliminary Site Plan, the Final Site Plan will be subject to an additional Site Review Committee review. STAFF CONTACT: Summer Frederick, Senior Planner; Amy Pflaum, Engineer PLANNING COMMISSION: June 8, 2010 AGENDA TITLE: SDP2008 -154 Re -Store 'N Station - Preliminary PROPERTY OWNER: Jeffries II, LLC APPLICANT Jo Higgins PROPOSAL: Request for preliminary site plan approval to construct a 5,750 square foot, two (2) story commercial building with gas pumps and associated parking 4.06 acres. Application includes a request to waive restrictions found in Sec. 18- 21.7(c) in order to allow for land disturbance in a required twenty (20) foot buffer area. COMPREHENSIVE PLAN: The Comprehensive Plan designates this property as Rural Area in Rural Area 3. CHARACTER OF THE AREA: The immediate surrounding properties include commercial uses, the Crozet Moose Lodge, and single - family residential properties. REASON FOR PLANNING COMMISSION REVIEW: The applicant has requested a waiver of Sec. 18- 21.7(c) in order to allow for land disturbance in a required twenty (20) foot buffer. Additionally, an adjacent landowner has requested Planning Commission review of the Preliminary Site Plan. PLANNING AND ZONING HISTORY: SP209 -34 Re -Store 'N Station — Request to use 1,625 gallons of water per day. Heard previously at this meeting. DISCUSSION: The Planning Commission must act on the following: 1. Waiver of Section 18- 21.7(c) — request to allow land disturbance in twenty (20) foot required buffer. 2. Sec. 18- 32.4.2 —Preliminary Site Plan. Waiver of Section 18- 21.7(c) Sec. 18- 21.7(c) states: No construction activity including grading or clearing of vegetation shall occur closer than twenty (20) feet to any residential or rural areas district. Screening shall be provided as required in section 32.7.9. Sec. 18- 21.7(c)1 allows the Planning Commission to waive the above standards as follows: In a particular case where the developer or subdivider demonstrates that grading or clearing is necessary or would result in an improved site design, provided that: (i) minimum screening requirements are met and (ii) existing landscaping in excess of minimum requirements is substantially restored. 1) Minimum standards for screening are identified by the following sections: Sec. 18- 32.7.9.8(c) states: Screening shall be required in the following instances: 1. Commercial and industrial uses shall be screened from adjacent residential and rural area districts. Sec. 18- 32.7.9.8(a) provides the following applicable requirements for screening: When required, screening shall consist of a planting strip, existing vegetation, a slightly opaque wall or fence, or combination thereof, to the reasonable satisfaction of the agent. When only vegetative screening is provided, such screening strip shall not be less than twenty (2) feet in depth. Vegetative screening shall consist of a double staggered row of evergreen trees planted fifteen (15) feet on center, or a double staggered row of evergreen shrubs planted ten (10) feet on center. Alternate methods of vegetative screening may be approved by the agent. The applicant proposes to locate required screening plantings in along the southern parcel boundary within an area designated as a required twenty (20) foot undisturbed buffer. In reviewing the Landscape Plan submitted with the Preliminary Site Plan (Page 10, Attachment B), staff believes there is sufficient space in the southern portion of the site to allow for the required screening plantings to be planted outside the required twenty (20) foot undisturbed buffer. Therefore staff does not believe the developer has "demonstrate[ed] that grading or clearing is necessary, or would result in an improved site design ". Preliminary Site Plan The Preliminary Site Plan meets requirements of Sec. 18 -32.5 RECOMMENDATION Staff recommends denial of the requested Buffer Disturbance Waiver found in Sec. 18- 21.7(c). Staff recommends approval of SDP2009 -154 re -Store `n Station — Preliminary site plan with the following conditions: 1. The Final Site Plan must meet all requirements of Sec. 18 -32.6; 2. The Final Site Plan must be in compliance with SP2009 -34 Re -Store `N Station; 3. The Final Site Plan receives VDOT approval; 4. The Final Site Plan receives Virginia Department of Health approval; 5. A Certificate of Appropriateness is granted by the ARB; and, 6. If the Final Site Plan reflects changes significantly different from the Preliminary Site Plan, the Final Site Plan will be subject to an additional Site Review Committee review. ATTACHMENTS: Attachment A —Location Map Attachment B — Preliminary Site Plan Attachment C — Information received with waiver request application 3 SDP2009- 154 Re- Store 'N Station - Preliminary V Z6080 55 55E- 01 --Al 104A? I 55 -1 03F 55- 103 661 81'- 1111 , 10135' 55- 109A 55- 110 55- 1098 55- 103A 1 55- 104k6082 Legend Note: Some Kama on map may not appear in legend) 7D 55- 109 61 55- 107A 55- 108 55- 111 B 5 6' 3 613307A 8 55- 107 55B- 2 400 453 55B- 1 5A 555B- 1 4 453 55B- 1 5A 5B- 1 4 55B- 3 436 42 - 1 1 5B 12 1 55B- 1 2 4 7 558 -13 11 417 411 55B- 4 I 416 55B -10 415 55B- 6 558 -9 55B- 11 437 - 558 -7 0 55B- 8, G ' VIS-. l Geogra Data S.-- a bem. H. .,g 434) 296- 5832 55- 106A4ZZ, I - 55- 106A N I May 2E 5995,03 C 6013 55B' i 9 60376637G 605960A - 5 55 15B- 1 65B- 1 6T 5 55B -17 55B- 1 55B- 1 6A 55B- 1 55- 10606077 55- 109 61 55- 107A 55- 108 55- 111 B 5 6' 3 613307A 8 55- 107 55B- 2 400 453 55B- 1 5A 5 55B- 1 4 453 55B- 1 5A 5B- 1 4 55B- 3 436 42 - 1 1 5B 12 1 55B- 1 2 4 7 558 -13 11 417 411 55B- 4 I 416 55B -10 415 55B- 6 558 -9 55B- 11 437 - 558 -7 0 55B- 8, G ' VIS-. l Geogra Data S.-- a bem. H. .,g 434) 296- 5832 55- 106A4ZZ, I - 55- 106A N I May 2E RE- S TOREf N STATION l\ LE3EM/ A\ RLE r-- V R C; dNlz\-\ Tlz X M/\ F 55E3 October 3 2008 FRED M NARY O TE FLAN APPS C, AT ON 5DF 2008 -00 54) INDEX OF SHEETS DRAWING NO SHEET NO TITLE G -1 I OF 12 COVER SHEET G -2 2 OF 12 NOTES G -3 3 OF 12 EXISTING CONDITI0N5 d DEMOLITION PLAN G -4 4 OF 12 RTE 250 - ENTRANCE PLAN G -5 5 OF 12 517E LAYOUT PLAN G-6 6 OF 12 GRADING PLAN G -1 1 OF 12 SEPTIC, d UTILITY PLAN G -8 8 OF 12 DIMENSION PLAN G -9 9 OF 12 DETAIL SHEET 6- 10 10 OF 12 LAND5GAPIN6/51TE LIGHTING PLAN G -II 11 OF 12 PHOTOMETRIC PLAN G -12 12 OF 12 PHOTOMETF G PLAN DETAILS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING DATE ENGINEER 3k ono DATE E: UILDIN6 OFFICIAL DATE ARGHI TEGTURAL REVIEW BOARD DATE FIRE OFFICIAL nd DATE ALBEMARLE COUNTY SERVIGE AUTHORITY DATE VIRGINIA DEPARTMENT OF TRANSPORTAT nr w DATE NP EN61 NEER I N6 680 Ivy Farm DriveharlotVirginia 22G01 434) 531 -1387 VIGINITY MAP 5GALE: "= 2000' SITE DATA: OWNER/ APPLICANT. 51TE ADDRE55: ENGINEER. SOURCE OF SURVEY. SOURCE OF TOPOGRAPHY DATUM OF SURVEY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP REFERENCE. ZONINGSETACK REQUIREMENTS EXISTING USES: PROPOSED USES: LAND USE SCHEDULE: PARKING SCHEDULE WATER RE50LRGE AREA: RESERVOIR WATERSHED FLOODPLAIN: MAXIMUM BUILDIN6 HEIGHT: 516NAGE EMPLOYEES JEFFRIE5 II LLC PO. BOX 910 CROZET, VA 22 RESTORE' N STATION 6115 ROCKFISH 6AP TURNPIKE CROZET, VA 22932 NP ENGINEERING 680 IVY FARM DRIVE GHARLOTTESVILLE, VA 22901 TELEPHONE - (434) 531 -7387 ROGER W RAY 6 ASSOCIATES, ING ROGER W RAY 6 ASSOCIATES, ING NAVD 68 ALBEMARLE GOUNTY, VA WHITE HALL 555 - I HCl HIGHWAY - COMMERCIAL FRONT - BUILDIN6 30' PARKNG: 10' REAR - BUILDIN6. 50' PARKING: 20'( UNDI5TURBED BUFFER) WEST SIDE (ADJACENT TO RA ZONING) - BUILD 50' PARK N6; 20' (UNDISTURBED BUFFER) EAST SIDE (ADJACENT TO HG ZONING) - PUILOING: O' PARKING: 10' VACANT COMMERCIAL (GAS STATION 6 CONVENIENCE STORE) vropossd bj- lgnt^ :ne to ib2a ..oil :voter usage Well .:ester a reso-lctcd [ o ws IYnn. Well rill 1x metered w w,virn : none !Wale. source ror lo:dxaObp le re- we or sto..r .vaterJ H 5er: o3e DSPoeal System —t—tw Permit — 101-09,0311 1ss:red Sept 16, 2009 fa 1600 gpd PROPOSED BUILDING 4, 150. 00 50 FT.( 2. 68 %) FAVED (OR GRAVEL) 60,21113 50 FT (3406 %) OPEN SPACE 111, 91546 50 FT. (6326 %) TOTAL 116, 99659 Sa FT. (4.06 Ac) REQUIRED PARKING RETAIL USE NOT OTHERWISE IDENTIFIED FIRST 5, 000 65F 4, 750 65F x 0. 80 e I SFACE/ 100 G5F = 38 SPACES OFFICE (PARTIAL 2nd FLOOR) WOO 65F x 0. 80 ® I 5PAGE/ 200 GSF = 4 SPAGES TOTAL PARKING REQUIRED FOR THIS 51TE = 38 + 4 = 42 SPACES TOTAL PARKING SPACES PROVIDED = 41 SPACES + 3 HANDIGAP = 44 SPACES THE 51TE LIES WITHIN A WATER SUPPLY PROTEGTION AREA THE 517E LIES WITHIN THE BEAVER GREEK RESERVOIR WATERSHED THE SITE DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT 15 35' ALL 516N5 MUST BE APPROVED BY ARB Z w e py 4 4 4 6 S Q Z z W O a V Q > Q ^/ lL- Z zm W CL 0 O U, CL Lu Cox T Q T Q Q m v tv 9naroe vn..wm 18 9AB/GtB xr m vnre rvt r 850 MAXIMUM NUMBER OF EMPLOYEES = 10 T L suae Crl S ROr Attachment B 3k ono y a none YaT nd 1xw sloes 4 nr w SITE DATA: OWNER/ APPLICANT. 51TE ADDRE55: ENGINEER. SOURCE OF SURVEY. SOURCE OF TOPOGRAPHY DATUM OF SURVEY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP REFERENCE. ZONING SETACK REQUIREMENTS EXISTING USES: PROPOSED USES: LAND USE SCHEDULE: PARKING SCHEDULE WATER RE50LRGE AREA: RESERVOIR WATERSHED FLOODPLAIN: MAXIMUM BUILDIN6 HEIGHT: 516NAGE EMPLOYEES JEFFRIE5 II LLC PO. BOX 910 CROZET, VA 22 RESTORE' N STATION 6115 ROCKFISH 6AP TURNPIKE CROZET, VA 22932 NP ENGINEERING 680 IVY FARM DRIVE GHARLOTTESVILLE, VA 22901 TELEPHONE - (434) 531 -7387 ROGER W RAY 6 ASSOCIATES, ING ROGER W RAY 6 ASSOCIATES, ING NAVD 68 ALBEMARLE GOUNTY, VA WHITE HALL 555 - I HCl HIGHWAY - COMMERCIAL FRONT - BUILDIN6 30' PARKNG: 10' REAR - BUILDIN6. 50' PARKING: 20'( UNDI5TURBED BUFFER) WEST SIDE (ADJACENT TO RA ZONING) - BUILD 50' PARK N6; 20' (UNDISTURBED BUFFER) EAST SIDE (ADJACENT TO HG ZONING) - PUILOING: O' PARKING: 10' VACANT COMMERCIAL (GAS STATION 6 CONVENIENCE STORE) vropossd bj- lgnt^ :ne to ib2a ..oil :voter usage Well .:ester a reso-lctcd [o ws IYnn. Well rill 1x metered w w,virn :none !Wale. source ror lo:dxaObp le re- we or sto..r .vaterJ H 5er: o3e DSPoeal System —t—tw Permit — 101-09,0311 1ss:red Sept 16, 2009 fa 1600 gpd PROPOSED BUILDING 4, 150. 00 50 FT.( 2. 68 %) FAVED (OR GRAVEL) 60,21113 50 FT (3406 %) OPEN SPACE 111, 91546 50 FT. (6326 %) TOTAL 116, 99659 Sa FT. ( 4.06 Ac) REQUIRED PARKING RETAIL USE NOT OTHERWISE IDENTIFIED FIRST 5, 000 65F 4, 750 65F x 0. 80 e I SFACE/ 100 G5F = 38 SPACES OFFICE (PARTIAL 2nd FLOOR) WOO 65F x 0. 80 ® I 5PAGE/ 200 GSF = 4 SPAGES TOTAL PARKING REQUIRED FOR THIS 51TE = 38 + 4 = 42 SPACES TOTAL PARKING SPACES PROVIDED = 41 SPACES + 3 HANDIGAP = 44 SPACES THE 51TE LIES WITHIN A WATER SUPPLY PROTEGTION AREA THE 517E LIES WITHIN THE BEAVER GREEK RESERVOIR WATERSHED THE SITE DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT 15 35' ALL 516N5 MUST BE APPROVED BY ARB Z w e py 4 4 4 6 S Q Z z W O a V Q > Q ^/ lL- Z zm W CL 0 O U, CL Lu Cox T Q T Q Q m v tv 9naroe vn..wm 18 9AB/GtB xr m vnre rvt r 850 MAXIMUM NUMBER OF EMPLOYEES = 10 T L suae Crl S ROr Attachment B GNERAL GONSTRUGTION NOTES FOR SITE PLANS Prior to any construction within any existing public rk? ht- of- way Including connection to any existlnq road, a permit sFiall be obtained from the Virginia Department of Transportation (V OT). Th is plan as drawn may not accurately reflect the regylrement5 of the permit. I^81ere any discrepancies occur the rectvlrements of the permitshallgovern. 2. Al l pavinqq, drainage related materials and construction methods shall conform to current specifications and standards of the Gity of Gharlottesvllie unless otherwise noted. 5. Erosion and siltation control measures shall be provided In accordance with the approved erosion control plan and shall be Installed prlor to any clearing, grading or other constructlon. L All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum olloriable slope 15 2: 1 (horizortahvertical). Where reasonably obtalnable, lesser slopesof3: 1 or better are to be achieved. 3. Paved, rip -rap or stablllzotion mat lined ditch may be required when, In the opinion of the the Engineers, or the Engineer is designee, It Is deemed necessary In order to stabilize a drainage channel. All traffic control signs shall conform to the Virginia manual for Uniform traffic Gontrol Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Giass 111. f. All excavation for underground, pipe Installation must comply wlth OSHA Standards for the Gonstrvctlon Industry (2q GFR Part Ig36). 1. The location of existing utllltles across or along the line of proposed work are not necessorlly Shown on the plans and where shown are only approximately correct. The contractor shall on his own Initiative local oil ndergrouno lines and structures a5 necessor,. J. the contractor shah verify the locations of all aounaarle_ Uullongs, ve and other pertlnent site elements. The contractor moll be re5ponslbie for notifying "MISS UTILITY" 1 -800- 552 -1001 prior to any excavation. 2. All concrete wlthln the public right of wcy shall be at least °,500 psi. 3. Prior to any constructlon, Gontractor shall field verify all existing condli and notify the owner of any discrepancies. ENERAL NOTES Areas on which fill 15 to be placed shall be cleared, grubbed, and stripped of topsoil. Soil materials shall be free of debris, roots, wood scrap materlal, vegetation, refuse, soft unsound particles and frozen deleterious or objectionable materlals. The maximum particle diameter shall be one -half the lift thickness. Maximum particle diameter shall be one -half the lift thickness. Gammon fill material shall be unclassified Boll material with the characteristics required to compact to the soil density specified for the Intended location. 5ackflll and fill material: ASTM D 2481, classlflcotion 6W, 6P, 6M, 6G, SW, 5P, 5M, 5e. with o maximum A5TM D4518 liquidlimitof35maximumA5TMD4318plasticltuIndexof !2 and maximum of 25 percent by welght passing A5TM D 1140 No. 200 sieve. Select materlal ASTM D 2481, clos5lf1cotlon 6W, &F, 5W, 5P with a maximum of 10 percent b,a slight passing A5TM D 1140 No. 200 sieve. Use 5elecf materlal under buildings and structures; use fill and bockflll material under parking areas, roads, sidewalks, and other concrete and paved surfaces; use common fill material for general site grading. Place material In maximum 6" lifts. Compact layers of fill to q5 percent by A5TM D bqb beneath pavements and walks Including areas that may be used for future construction. In other unpaved areas compact to qO percent by ASTM D bqb. If the den5lty of the adjacent soil more than the den5lty specified, then compact to a densit e w not less than the density of the adjacent soil. The structure tops are to be set after fine grading Is finlhed to avoid unncessary reork. All finished grading seeding and sodding sha be done In such a manner to preclude the panning of the water on the site, particurarly adjacent to the buildings or storm Inlets. All streets outside oubllc rights of way are to be privately owned and maintained. Gontractor Is to verify that all utilities I.e. water sewer, gas, electric, telephone, cable, etc., are In place prior to construction of subbase and /or paving. Proposed underg utilities such as electric, telephone, cable and gas, whlch serve this facility, shall be located with a minimum 5 - separation from p ublic water mains and sanitary sewer. Gut and patch work In existing public streets must be performed In accordance with VDOT and Albemarle countystandardsandspecifications. 7. To the best of our bellef and knowledge, there are no known grovesltes on the subject property.These plans and proflles and all the new con5tructicm with this plan shall be In accordance Hill the current approvedAlbemarlecountyserviceauthoritysgqeneralwaterandsewerconstructionspecifications, any amendments thereof and the standards and 6perlflcatlons of VDOT. ITE PLAN NOTES All pavingq drainage related materials and construction methods shall conform to VDOT current specification and standards Site lighting Is shown on the photometric plan. S. On -site dumpster enclosure will match the proposed building F. The location of existing utllltles across or along the line, ofproposed work are not necessorlly shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. The contractor shall verify the locations of all bovndorle5, bulldings and other pertinent site elements. All site drainage Is to be diverted Into the 5tormwater detention facility (rain tank). Pavement marking color 15 to be white (except blue markings shall supplement white markings for parking spaces for persons with disabilities). GENERAL UTILITY NOTES 1, Gontoct Miss Utility of 1(800) 552 -1001 48 hours prior to any grodina or dig gqlnq to have undergqround utllltles marked. The contractor shall verify all utility Information prior to construction' to Inclvde type and sizes 6f pipe and services to his own satisfaction. 2 All existlnq utilities shown on this plan hov- been taken from available records. The contractor Is re, julred to dig test pits in advance of trenching In order to determine the exact lacatlon and elevation at crossings. If a conflict 15 discovered, notifu NP Engineering at 434 - 531 -1381. Prior to beginning Installation of utllltles, contractor shall verifyinvertsatailconnectionswithexistlnqutilitiespriortopurchasingororoeringanyprecaststructures. 3. All h{{ drant locations to be approved by the Albemarle GOunty Ffre Marshal prior to final approval by the county and are fo be Installed according to standards. 4. All blasting requirements to Tristan utilities shall rectvlre a permit and shall be performed In accordance with the Albemarle Gountu standards and the pro lest 5peclflcotion5. 5. All storm sewer shall be constructed In accordance with VDOT specifications section 302 and sectlon 240 and as specified on the drawings. 6. The contractor Is required to perform all tests required by the Albemarle Gounty Service Authority to secure acceptance of all utllltles. 1 All concrete used In utility construction shall be 4000 P51 concrete In accordance with DOT specification section 21q. 8. No plantings or erection of other obstructions shall be made wlthln ten feet of any fire hydrant. cf. All utllltles to be placed under existing county streets must be bored or jacked unless specifically approved otherwise or noted on the pplans. 10. For utllltles Instal'ed under roadways and /o r easements planned for future roadways, backflli, shall be compacted to not less than q5% of maximum density; in accordance with VDOT specifications sections 523. 03, 302, 303. 10 and 200. 02 per P F. M. u. r 10 -foot rxcrizcrtai separation mall be maintalned unless otherwise specified between all water lines and sanitary sewer Ines In accordance with state health department standards. Z Z a O 00 Q O- Z om LU LF) O Q w mX QQ TN q, Y YL I1a11nllel D. Per'klea n LERT. , 032304 r8 vne /oe P 0 9/ 10/ 06 DALE IT RSaI p 6_ 2 PFO FLT - 2aF 12 W w k b R 4 4 4 6 y j y 8 8 a zz Q > ac QN a- z omw u) O Q ks) w mX J < M9AB DAR P 9A8/OB GECFED B/ DAR I6t 8501 DFAHr16 3 ram cvo rcr - E30F 12 r no. rac 7 f 0 ------- ----- ------- gzagy ---------- ------------------------ PRJEGT 123-6 (R_ PROVIDED BY VD.O.T U.5. ROUTE 250 (110' P' w ' Ex' vDCT bath e nds of 15" CMP for nbondonmenl 2) Abandon 4 remove 15" GMP. 5) Extend lb" concrete pipe 10' and reconstruct concrete headall. PROPOSED ROAD 1MF) f, I 4) Relocate ditch under gravel clrlvewciq and regrode ditch to IV' pipe. T.M. BONNIE M KIRTLEYA3325/416 TNRATTRANSITIONLF-- - &—' DJ T TN = - LEFT ZONED RA LEFT N TAPER 2--'T'5T T— 60000' WNEr wlcff_-'RHOO HOPE1 MUE _Tj. ?_ 5 ' = W OF BONN D-13 5523Z1 MM. 41, WLEY416' KI 1) Sight Distance East = 500'( 45 mph) 2) Sight UlEtan6e West = 610' (55 mph) CONSTRUCTION JOINT DETAIL NOTES T ASPHALT PAVEMENT WIDENING FOR ' =Y SL SUBJECT T :rIC FTI DIMENSION PLAN PAVEMENT 5ECTION ALONG RTE 250 TO BE VERIFIED 2" 51- 1- 12. 5 surface mix BY VDOT 3" E31- 1- 25. 0 intermediate mix 8" - VDOT #21A BA51ESTONE COMPACTED 5UE36RADE GE3R= 10 TO BE FIELD VERIFIED T R- o-N PAVEMENT SECTION ALONG RTE. 250) TYPIGAL 5140ULDER SECTION RTE 250 C Pl EX PROP. PMEgN EEC LANE 1.4E LAIE 511LlILOH2 p1TLH a - Y F8t DETAIL TYPICAL CURE sEGnON RTE 250 LANE L/JE LANE VdE NOTES FOR TH15 PLAN I. The arroNs at the entrance are for informoton only. They are not pavement marklnq5. The tie- in to Rte 250 pavement structure needs to be determined by Note 5 in the NP- 2 Standard. 5. The m[ Illne and Overlay Section In the typical 5ectlon5 needs to be In accordance with Note 4 in the NP- 2 Standard. GRAPHIC SCALE 1'-50' 0 50 100 150 H NCI D Pans h GERf. NO 03504 Z <7= z Poo <A D-/ OL ILI Lf)Z wff) of O < < 7- Y ai EDX j 1-- IAI N. 9'6VM IAZ ORA C - 4 of 12 r7 X! C 1, 1 INV — T - -____ 69H.t0 BLUE PAINT U 5ROTUE 250 (110' BY V GRAPHIC SCALE 1'= 30 TH qc L r W. ZT. NO. D Fa'kls carr. NO. 032304 F Z w z Z' d 8 4 9 4 6 z z— j lU Q Q zom V V ^ 1 TT Q L X Q< OEad® e/ OAre mb /ob w aAB/oe u fn owre ORN11 c muar aor OF 12 L6 - -1 I IRON 1PIP P FOUND 15 SC' M B•EE ary =wealIH" RCP Ext—lon INV neodwon et' T= N8b °48' "E 38G. 23f I PoL 0253 POL u 8 RnU r -- - - '-- - Im = 1021a _ 1 J Propos6d I IRON F - OUND j 30• wmr1 .— --- p 18 L Well 1 I I I I I Dralnfle ld G 50% Reserve IIIr ,I DB G I I ry I P II to w i I I 1 I Q I I noes 1'I II F GONNEGTI \ GarbrIlasphaItN W 11J a g I II Io I Site Plan Ame bldg) I I for oddttlonal Future oddltbn face shown for ARB ..,v P — only. Mt Ft =a, eft r I I' I QY "' (lid FI I,PPP e ) I T. M. S5B -I 4. 06 AGRE5 I II IQ I I I OJEFFRIE5IILLG D. B. 3186 -91 I IID.. 403 -2 PLAT Po x HG I I IZoning: DB A I I H I I IRON I FOUND . I B I I 1 I gRP'TBa I 1 Ad Iona! 5eptic System Res e lank Farm" I r I I I.I I50% serve Ium I I eAVI I I Drulnfle ld II 1 IN II Well Ar o perimlt 49')Ior oP d I® 3B Well 1 Drainfleld A I I ILocaHoniJI PI' Imv-y) 1 IRON 1 FOUND I II I 'N8 ° 48' 25 "W 330. 1 Oft L--_ I IiV I GRAPHIC SCALE 1'= 30 TH qc L r W. ZT. NO. D Fa'kls carr. NO. 032304 F Z w z Z' d 8 4 9 4 6 z z— j lU Q Q zom V V ^ 1 TT Q L X Q< OEad® e/ OAre mb /ob w aAB/oe u fn owre ORN11 c muar aor OF 12 o =_ - -- -- - . TER ---- - - - - -- -- - - - - -- f--==-- PAINT PROJECT - 725- 6 - 725- 6 (PLANS PROVIDED BY V. D. O. T. U. S. RouTE 2 01 10 R /W) - - 15° I IRON l ' GMP a Exter5lon IIJV 3 a. . ` POL POL Ineaawalla - Np6 °48' 34 "E 38123 i cot.vev rn erlr ,«.ale totr. a I? acv va aeonumj, <, -` < \'.'. _ _ 'I gyp Propos4d I 11 N / lo°e oteu d —1 a- ye.. a ma7T w 1 plpe. AEON FIJI/ ND I 1 jo' ewms_seuuY ._ .- I 1 1I u - - - ---y Drainfleld C 50% Reserve I _ - HB r' muwrrl ppJ ` T. M: 5B -I - ' 4. 06 ACRES h EFFRIES Il G I I'' , 1 I t I D. B. 3181 -9 4Da277 PLA, fg Zoning: fiG D13 A SLOPES ' i P •'_, 5ps6 serve r an d + 1 N p ly Y ' 11 , f t „ I - - -- I I I erlmlt 101 -08- cy4Q - f) — - r. l 1 I LocdGOnPr= ------ - - - - - I I I I F C1 7 N 330. 1Oft - - -- - - - - -- 4 6RADIN6 NOTES FOR TH15 PLAN I. Septic fleld5 are to be Installed prior to grading. 2. 5urveyor to locate drainfield corners prior to any 51te work commendng. GRAPHIC SCALE 1'= 30' 0 30 60 90 TN ci L i H .N ei 0.n C.ERT. N0. 6380h Z LQ Z zZ 0 v Q Q Z NZ a m zLu Ln Q Ell Q uj W X cE+erm er ogre www A/ 10 / 09 BY O *! NP MB/OB v n e. owre N1E ®IT pnAN116 ROf G rnnrc, // - V OF 12 IER R - -- --------- --- -------- - BLUE PROJECT ----- ----- - 725- 6 (PLANS PROVIDED BY V. D. O. TJ U. S. ROUTE 250 (110' JEFFRIES Ilk G I I' D. B. 3189 -9 3: 4b3 a ?7 PLR, Zoning: PIG DB A rq GRITI4; 4L SLOPES i 709' 25 %) Rep I if i Tan m" 1 0 - 1 LU M I I 1 AK5 IB• ' I , i 50 - 6 emit 101 -0 l., ..... - - - - - - - IRRApN FCJUND oul, 0 ---- - - N@748' 25 VN 330. 1Oft I i '`. --- - - - - -- -- - - -- 5EPTIGNTILITY NOTE5 FOR THI5 PLAN L Kitchen and sanitary plumbing to be separated 2 5eptic fields are to be installed prior to grading- 5 All site development runoff from Impervious areas to be directed to the rain tanks. r- ml",,' ac. "A` emEN` i A<wweo R Iro, iji 1 .. D- RAINTANKTM - PARKING LOT DESIGN wec oe. m. ov oene W.- M. nag — f.,L*' - - -_ , ACF ENVIRONMENTAL. tA00J4&3636. xww. xk_ NrvnmenWmm J PLAN NfN Iml nuwra. v a ELNAMN CROSS SECTION `^ FOUND _ 8"' TfGF Extcre.lon w/ h—dwd I INV GCT= Fntl POL NB °48' 34 "ee. FOL T - r - t»x r—k_ T Ib.69 W 5L'Well AEON I'I FfJUND 90 9•Imn Seb E --- ncP ILWS Drainfield G 50 %Reserve I BB G ry T1II4 Ii I 11 r 4 8 ',21E FI =1P00yi)a ,'I1 JEFFRIES Ilk G I I' D. B. 3189 -9 3: 4b3 a ?7 PLR, Zoning: PIG DB A rq GRITI4; 4L SLOPES i 709' 25 %) Rep I if i Tan m"1 0 - 1 LU M I I1AK5IB• ' I , i 50 - 6 emit 101 -0 l., ..... - - - - - - - IRRApN FCJUND oul, 0 ---- - - N@748' 25 VN 330. 1Oft I i '`. --- - - - - -- -- - - -- 5EPTIGNTILITY NOTE5 FOR THI5 PLAN L Kitchen and sanitary plumbing to be separated 2 5eptic fields are to be installed prior to grading- 5 All site development runoff from Impervious areas to be directed to the rain tanks. r- ml",,' ac. "A` emEN` i A<wweo R Iro, iji 1 .. D- RAINTANKTM - PARKING LOT DESIGN wec oe. m. ov oene W.- M. nag — f.,L*' - - -_ , ACF ENVIRONMENTAL. tA00J4&3636. xww. xk_ NrvnmenWmm RAIN TANK FARKIN6 LOT ELEV = - 702' (MIN) 1OP ELEV = 694. 0' 80T ELEV = bb9. GRAPHIC SCALE 1'= 30' 0 30 60 90 1H 7 K IMfmNI D. P.* t GERI N0.032304 LU z Z r J 1-- X D Z J 0L 1L U) e 0- v w LLJ nix QQ a + A e) oe 16' 0 980/ 00 8501 r - suaE oRAraNs T FLOr G-T OF I2 srr ro. J PLAN NfN Iml nuw ra. v a ELNAMN CROSS SECTION `^ o our IvF RE no IA u RAIN TANK FARKIN6 LOT ELEV = - 702' (MIN) 1OP ELEV = 694. 0' 80T ELEV = bb9. GRAPHIC SCALE 1'= 30' 0 30 60 90 1H 7 K IMfmNI D. P.* t GERI N0.032304 LU z Z r J 1-- X D Z J 0L 1L U) e 0- v w LLJ nix QQ a + A e) oe 16' 0 980/ 00 8501 r - suaE oRAraNs T FLOr G-T OF I2 srr ro. WTf w I IF 1 Kl N CtP' na n c SR w — T. i• 0 Seri u.° 1 POn ., 0 -CR,SE OP M T .. — E ° , oofwf NdE. • I aE i sWKf L o .. ACCEPTABLE FL TERNATIVE 1( CUURE IS EXTRUDED STANDARD 6" CURB GENERAL NCTES a, rBEPFOVe,r . ra, Rrtcc ASS , rC e f.clz [1-7 eEtF w CE O PREC -1 p c uuE„ c " 9uVCi E BE,ECTPECEWHH " u M 1EB 10— 1" St<5waaNir, G H <, Bf U EC n, r i °R , Tyf 0-EF Ti PE F 1 s'.1 G OVes OF 1— 1. 1 c llO1P o Ix13 irxgi K11I— 150 C VP T Cnoi PER- NDICUL AR a CnrrCHC iB E-1 etGROSJOVOIF_wsc,5, Fw.u` EC RA F 5 —1— <cf eF ° - ° Cui uua> mO E OF ..°c COH^. RE1E VET " C _ Fi00B .in I'll Puw i 5 C - . cuRB RnwSLPfINCIMffIMF0 11 vi SOP P CJTBU S CUPP S PVf J GUi1ER T iHE' ° Bp R P Ci0E0 ° e VEPIF .NE *, gSEC µHERE TCCFw _ I' STTOFIPO FnifICESB. E EL E. fipiauga reCl.i11 T1111 CPI eE wPA, nCrEn ftf [ P S3 , ,l ° 111 0 W M T 1 1ECn.1 aR Br avc4 - rnoN 11 OT oTHEC— ovE1-1T-- 7' 1TJ ^ , RC R REI o rEl <,p ^,1 Ria ,oE,., CI, D', EB r 11 < EVTFF -E T-1 TPKFICI FOR CO CRETE [P1H VM 0 . . A SH I. C TIC W Tl 0 TI1E SH.FE'] i e — G, rH " r£ i, '. a lp eeaa OSTRDDNIE B DETECTABLE S WARMINGDAiLDETr4L CC -1DFTECTAELE Vr, F;fIMC SUP. FACe GEr1EPAL NCTES,3 ' IiFOlwia OEPWT -T « SO TATDl - -- Ci1Ea F°F n Fnlni Cornfie r7ii c—a a — B - CO wHE COU3iw4 . N -1 CJRF. eNO GJi TFP IS rT T „ s [ oEFrr or c i' Ol i,.f cr nor or THE C.NTR.CT R _— ` ON17T COi EIPJA -10fJ 4" : UPE S GJTTEP El tlacnu, x .Tr.EVr « it .NSa°Rinn «I 992 321 LEVEL SPREADER C T'PE E P l. R U LEL PB T. PE P,FHLLEI L PE RPEIdDICU_, aP PERSPECTIVE VIEW Sour« Adapted from N C IPI d D-- Ai i Plate 321 -1 M - 193 4 PSI GONGRETE 4" - VDOT #21A BA5ESTONE OMPAGTED 5IJ56RADE BR =10 TO BE FIELD VERIFIED BY GONTRAGTOR SIDEWALK DETAIL Gonstruction .Joints to be 6' o. c., 1/ 4" wide, I" deep Expansion Joints to be 50' o. c. or less Light broom finish 2" 5M -12. 5 surface mix 3" BM -25. 0 intermediate mix 4" - VDOT #21A Base stone GOMPAGTED SUB0RADE GBR =10 TO BE FIELD VERIFIED TYPICAL "LIGHT DUTY" PAVEMENT SECTION ALL PARKING 5PAGES) 2" SM -125 surface mix 3" BM -25. 0 intermediate mix 8" - VDOT #21A Bose stone I1 1 I 1 C OMPATED SUBGRADE GBR =10 TO BE FIELD VERIFIED TYPICAL "HEAVY DUTY" PAVEMENT SECTION ALL TRAVELWAYS) 11, - 4, 000 PSI GONGRETE 4" - VDOT #21A BA5E5TONE OMPAGTED SUE36RADE BR =10 TO BE FIELD VERIFIED BY GONTRAGTOR DUMPSTER PAD GONGRETE PAVING DETAIL Gonstruction Joints to be 6' o. c., 114" wide, I" deep Expansion Joints to be 50' o. c. or less Light broom finish TH Yl Natlmiel D 23,* lo n L82T Ib. 052304 W W 4 O l Q Z Z_ - W A O \ V Q W 0- W z Z mLU O W Q ~ Q cc L CD X lL oA,E IS' 9/10/08 owrE NP 9ABI00 R501 vaH9116 nor C II I FnO,bGi - 1@T 110. PERSPECTIVE VIEW Sour« Adapted from N C IPI d D-- Ai i Plate 321 -1 M - 193 4 PSI GONGRETE 4" - VDOT #21A BA5ESTONE OMPAGTED 5IJ56RADE BR =10 TO BE FIELD VERIFIED BY GONTRAGTOR SIDEWALK DETAIL Gonstruction .Joints to be 6' o. c., 1/ 4" wide, I" deep Expansion Joints to be 50' o. c. or less Light broom finish 2" 5M - 12. 5 surface mix 3" BM - 25. 0 intermediate mix 4" - VDOT #21A Base stone GOMPAGTED SUB0RADE GBR =10 TO BE FIELD VERIFIED TYPICAL "LIGHT DUTY" PAVEMENT SECTION ALL PARKING 5PAGES) 2" SM -125 surface mix 3" BM - 25. 0 intermediate mix 8" - VDOT #21A Bose stone I1 1 I 1 C OMPATED SUBGRADE GBR =10 TO BE FIELD VERIFIED TYPICAL "HEAVY DUTY" PAVEMENT SECTION ALL TRAVELWAYS) 11, - 4, 000 PSI GONGRETE 4" - VDOT #21A BA5E5TONE OMPAGTED SUE36RADE BR =10 TO BE FIELD VERIFIED BY GONTRAGTOR DUMPSTER PAD GONGRETE PAVING DETAIL Gonstruction Joints to be 6' o. c., 114" wide, I" deep Expansion Joints to be 50' o. c. or less Light broom finish TH Yl Natlmiel D 23,* lo n L82T Ib. 052304 W W 4 O l Q Z Z_ - W AO \ V Q W 0- W z Z m LU O W Q ~ Q cc L CD X lL oA,E IS' 9/10/08 owrE NP 9ABI00 R501 vaH9116 nor C II I FnO,bGi - 1@T 110. I i ,. -Y ,o IlkON FbUNG ' 1j - P Dralnfleld 3) om - - _ _ - ` Sa% Reserve o m. r - BB G A/ I+eo.ve, I a • An 00000 0000000000 0000 at" O 00000 O_ yMeuo I ,y o \OOOOOCO , O J / o zz ly 1 m __ ' iO ,oz 4. 06 EFFRIE5 Il' k C -' C D. B. 5189 -GY, Zoning: MG Da A G IRON I Imo/ It I 1 A 10 tl Tan i ,, (•'' /,/ -_ - / 1 1 . • 8 III \\ t••.- .I1y.' cr serve/ JJJ s eo I Iv -- Se -r e AI I I IN&- 7. 48'2S 33o. loft - ---- —W I I LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown on Sheet II. 2. Planting shall be limited to the period between September IS to November 15, or March 15 to Ma 30. Landscap shall be seeded and planted during the first period f ollowing completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 100% of all plantings shall survive for a period of one year following planting Completion. 5. Th e contractor shall furnish nursery G7rown plants conforming to ANSI 260. 1,with healthy root systems developed by transplantingq or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, Inju abrasions and disfigurements. 6. Nursery stock shall come from a local nursery or be adapted to local growing Conditions and be guaranteed by the nursery as such. 7. The Contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. Mechanical equipment shall not be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the toppfnq of trees Is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. GRAPHIC SCALE 1 " =30' 0 30 60 90 GO`NGN T 9 IHJ.OVA Serdo 'Gm.Vao' bm Vase LID— 35' Cd. DID 49 3,987 E" 'E" i W K.HI rvbvr 'hmm Fore' AVNM' FJPE RED M1W;E ZS' Cd B1 B 231 4,446 W-6 BID NJ 30 TREES GoHA`H;Pl 'RF? g 11LLN ortderlaG ' USiHa NlVTIFF Y,rEerlE XI .l^ bele F/5i1 G3)AR 4'3' BID 11B ].360 27 Plus Slhedlt SGOtGN PPE 4' 3 DID Ib 1360 21 1/1AlA acNarbb 6NltB(ll IfzBORJRIE 4--& BIB b 90 SiE85 3 N 4960 I.ip ABaW gvWbra H.ffST AbBIA 30• IYJ TOTM 639 Re w W W acslsrr® er anre TV 11.1. f>P 1 9neroH aA,E a 5 1 TH CF / YNE .• G -10 z- Itm H Natllatlel 0. PeHee T - r; . CSZI NO 032304 OF 12 t effT no. Re- Store' n Station Plant Schedule 011'BOtNPGH WKWK ItME GNJFH2 0"AMA LOI'H+AEE O O ds 102 tt y eater than rloo:led alts veo. 6lceetls reclvhementz Ite Mao Code gvlreme nt rltn9Froe or Map RectvF ed otaTl fwldod Gormldlte 5treet5cape R Li- A4a to Rt 250 I LLqq 5tbde Tree/60' I fbd. Treet/a0' 215 LF wdlabl dve to septic held) H Total d IS B Lq O 3,* T d. Interspersed t Trees min 35' Gal. Frid. Trees .1n 35 C.I. Porkb j Meal IrRerbr PQklrlg Lq 'Jnde Trea/ 10 spa.esSFMn36' mh 5' O.G. 46 Spaces H H Mad 51nde IH OrnornrROl F- trees PorkYg a-ea trees shall be 25' Gal [tne of plontFyFaceedsRegvlrements Everg sere pla. rting a' oL. ScreenYly A bp West Alwg SouM o e 5u ee1 svj ' bl d diO1^ d°y with 92.1.9b Stoyryred IS' OL. use Wsst West : 95 5-[h = 26 Total d 61 Mrtlre d ScreenY ] Evergeervs Tree Golop Enna 5U 10% Tres for Crre,•clal Site Mee• b IIp00 sf (rooded,l 102 =1p00 sf Lolopy provbed Agprox. 15,36 s/ canopy whkh Mee d exlstYq sQ dedlcted per LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown on Sheet II. 2. Planting shall be limited to the period between September IS to November 15, or March 15 to Ma 30. Landscap shall be seeded and planted during the first period following completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 100% of all plantings shall survive for a period of one year following planting Completion. 5. Th e contractor shall furnish nursery G7rown plants conforming to ANSI 260. 1, with healthy root systems developed by transplantingq or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, Inju abrasions and disfigurements. 6. Nursery stock shall come from a local nursery or be adapted to local growing Conditions and be guaranteed by the nursery as such. 7. The Contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. Mechanical equipment shall not be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the toppfnq of trees Is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. GRAPHIC SCALE 1 " =30' 0 30 60 90 GO`NGN T 9 IHJ.OVA Serdo 'Gm.Vao' bm Vase LID— 35' Cd. DID 49 3,987 E" 'E" i W K.HI rvbvr 'hmm Fore' AVNM' FJPE RED M1W;E ZS' Cd B1 B 231 4,446 W-6 BID NJ 30 TREES GoHA`H;Pl 'RF? g 11LLN ortderlaG ' USiHa NlVTIFF Y,rEerlE XI . l^ bele F/5i1 G3)AR 4'3' BID 11B ].360 27 Plus Slhedlt SGOtGN PPE 4' 3 DID Ib 1360 21 1/1AlA acNarbb 6NltB(ll IfzBORJRIE 4--& BIB b 90 SiE85 3 N 4960 I.ip ABaW gvWbra H.ffST AbBIA 30• IYJ TOTM 639 Re w W W acslsrr® er anre TV 11.1. f>P 1 9neroH aA,E a 5 1 TH CF / YNE .• G -10 z- Itm H Natllatlel 0. PeHee T - r; . CSZI NO 032304 OF 12 t effT no. ds 102 tt y eater than rloo:led alts veo. 6lceetls reclvhementz e contractor shall furnish nursery G7rown plants conforming to ANSI 260. 1, with healthy root systems developed by transplantingq or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, Injuabrasionsanddisfigurements. 6. Nursery stock shall come from a local nursery or be adapted to local growing Conditions and be guaranteed by the nursery as such. 7. The Contractor shall clean the topsoil of roots, sods, stones, clay lumps,and other extraneous materials harmful to plant growth. ARB NOTES I. Mechanical equipment shall not be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the toppfnq of trees Is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. GRAPHIC SCALE 1 " =30' 0 30 60 90 GO`NGN T 9 IHJ.OVA Serdo 'Gm.Vao' bm Vase LID— 35' Cd. DID 49 3,987 E" 'E" i W K.HI rvbvr 'hmm Fore' AVNM' FJPE RED M1W;E ZS' Cd B1 B 231 4,446 W-6 BID NJ 30 TREES GoHA`H;Pl 'RF? g 11LLN ortderlaG ' USiHa NlVTIFF Y,rEerlE XI .l^ bele F/5i1 G3)AR 4'3' BID 11B ].360 27 Plus Slhedlt SGOtGN PPE 4' 3 DID Ib 1360 21 1/1AlA acNarbb 6NltB(ll IfzBORJRIE 4--& BIB b 90 SiE85 3 N 4960 I.ip ABaW gvWbra H.ffST AbBIA 30• IYJ TOTM 639 Re w W W acslsrr® er anre TV 11.1. f>P 1 9neroH aA,E a 5 1 TH CF / YNE .• G -10 z- Itm H Natllatlel 0. PeHee T - r; . CSZI NO 032304 OF 12 t effT no. w W W acslsrr® er anre TV 11.1. f>P 1 9neroH aA,E a 5 1 TH CF / YNE .• G -10 z- Itm H Natllatlel 0. PeHee T - r; . CSZI NO 032304 OF 12 t effT no. LUMINAIRE 5GHEDULE I 5yrbol Lmel tatty Ga1nw Nr16er VexriPtlon L°^ P File Lunde LLF Watt SjrWl Avy RA. ^. 3`AM SF45LAaFp LIbrR WITH 1116H 01 3`_(Y WATT GLFAR MmMtr Avy? tri OA -I 2 I•,.a..'tEj. ON ft3ac*t^v.E Sk45G E02P FETAL HALIDE,1[1940pJes 33300 100 400 e 1.4.1 SJ'20- 4A11 -X- OPPLS. LIFAR FLAT IIORIZONiP1 POSITl- O SSb fc 56l f9 DMID BL 6LA56. LOA IDH PRA NG- _O' -,x KAG 35OM 5R3 AREA LI WIT HIGrI Otff 350 -WATT LI.EM 0.4 F. IJ 061 4 1- kTfw'[FS' OH ?CYf OR*V.NGE SFO ED -?2 FETAL HALIDE 1-419- 933Gb IDO 400 04 Fc OD fc Y20- i0 -II -X- OP 5, LLFAK FIAT IZONtAL POSITON. FL- $TC -EI- ST t'IO1_ 5098 bb fc DMIO -BL 6lA`b. OD f NIA N / A 5020b KA_^ 350M SR2 AREA LI-T WITH HIGH ONE 3S0 -VWTT UFAR b OCri 5 Y/tWTEP ON ,E SR2 ED -2P I4ETAL HALIDE It1941- 3330 IDO 400 9 OD t.1O- 4011 -X- OPTIG5, CLEAR PLAT HOR,ZOMAL POSInO 5D OD 0 D IO BL 6LA'a5. 1019.1 49896 OD RALM 35011 FP CONLOJR S IE5 IB [.ANppr FgUtt [,ANOP' LUMINAIRE ONE 350 -WATT CLEAR ED -2P FETAL HALIDE LTL6111- 33000 IDD 400 Ml 5D YVFLAT PRISMATIC LENS HORIZONTAL P051TION OD 1060.9 49102 350M R3 Ht DIEZhT GIITOF ONE 350 -WATT GtFIM 13 OF -1 Fq)UNTED ON LV11hAITg REEL E FETAL HALIDE LTL8675,IE5 33000 IAO 400 14 00 x- IVSISSP2DitrllANDH015EDE 1102IZONTAL POSInON 150 OD 5 pMIO -BG SHIELD 10621 49548 5D Ob 11 -[ T NIA 606A t' OPB° DOVPIL 26TRT) H" SF£Ca.IAR O 26H T M-E NBE LOFPALT Lt112662- IBOO I- 29 4939.4 50 RBIEGTOR F,_IkJRF_SGENf, OD 10635 4930.4 5D VERTiLAL 9A:f -IlP 16 00 9992 40033.9 POSITION OD STATISTIG5 No.Label Locatbn X DvrrlPtbn SjrWl Avy Maw MM MmMtr Avy? tri FJEL ISIAND I x 505 fc 60J fc 424 F.1.4.1 12.1 FLEL ISLAND 2 O SSb fc 56l f9 54.4 Fc LOA IDH PRA NG- _O' -,x IOJ fc 60J fc 0.4 F.503.1 33.1 P40 +ERT IFYC OD fc 04 Fc OD fc N/A N / A FL- $TC -EI- ST t'IO1_ 5098 bb fc WJ fc OD f NIA N / A 5URFAGE 5GHED7ULE RoFlectorea Nmro H-orR Back LANOPY 30% 30% GPHOPY 30+2 30A1 fif-S l STATION pi6 lOJ4 N-. ALL F LANpLE LEVELS AIE INITIAL, USING I- LLF. ALL FOOTLPJmLE L-E 5 ARE FEA'°1RE9 AT 6RADE, ALL LLMINAIRES ARE IFS ANC INTER11AnONA1 DARKSKIES RILL CfOFF WITH HOWZONTAL LAW MID PLAT 6LA55 nE ATTK.IED PkOPOSED LAYMT IS RE FS TATI E OF' O 1' T R LST INT1 L INAIRE THIS LAY-T WILL AND RF511BN.R SAF£ TO ALBEIMRLE CQ.MY f'OR REVIEW AND LOMFffi(i. LUMINAIRE LOGATION5 No.Label Locatbn X Y MI it I O l 991b 4T35D 20D OD 2 061 915.1 4901.1 200 OD 3 061 930.9 4638 200 OD 4 061 9082 5011b 200 OD 5 WI lOh1.9 51021 200 OD b OD 10568 5098 60 OD l OD IOT1.1 5020b 50 OD b OD 1018.9 5[ ro36 50 OD 9 OD IOGOD 50026 5D OD 0 OD 1019.1 49896 5D OD 11 OD 1O b Ml 5D OD 12 OD 1060.9 49102 50 OD 13 OD 10620 49692 5D OD 14 00 IC61.1 49568 150 OD 5 00 10621 49548 5D OD 16 OD 1002.4 4939.4 50 OD Il OD 10635 4930.4 5D OD 16 00 9992 40033.9 5D OD m OD 1010.1 4804.9 5D oD 20 OD 10002 4106.1 5D OD 21 OO 10119 41818 510 OD 22 OD 1003 4169b 5D OD 23 OD 10128 4710b 510 OD 24 061 991D 5016.9 20D OD 3 OW 9093 506.4 TOD OD 26 OL-I 1073 50222 20D OD T OW 10190 49213 20D OD 26 OA"I 1043.4 40022 20D OD p OA -1 10032 4601)20D OD 30 OFI 1125J 501010 200 OD 31 06 922J 49952 120 OD 32 06 932. 9 49958 12D OD 33 05 946.9 49963 120 OD 34 06 954J 49910 120 OD 35 ab 9642 49918 130 OD 36 O6 915. 4 4991b 120 OD 37 Ob 9660 4ggbb 120 OD 35 C6 996.1 49996 MD OD 39 O6 9965 49686 120 OD 40 LG 9915 4 b 1210 OD 41 06 9918 4% 15 120 OD 42 O6 9993 49510 120 OD 43 O6 9993 41D 1210 OD 4i O6 9995 44310 120 OD 45 O6 10003 49260 120 00 46 O6 9093 4935 12D OD 41 W 910b 4929.9 12D OD GRAPHIC SCALE 1 -30 0 30 60 90 w W W zZ- 1 O Q > Q V1 z o LU mvLr) O X Q 1 < r Pelc+m er PAre NP Mb/OB onre NP MB/OB u m oArz wr Iv1T 2501 1H OF L y.4E I °aqO' G -I I y fwr K flaWi lD. Po*Y - LBZ1. N0. 032304 OF 12 1 sir ro. IA KAD L 7 L1rHz7,V1A Ala fA L Ir"01VIA L1,17"TIM7 NATURES KAD Ej 6" LF6N i. MW Z,- Z 7 FA L171YDIVIA Ll--HTIIV-- IF TURES 8 SPECIFICATIONS KAD Irv M' VV W M 51TE LIGHTING NOTES O' A i.1ryz71v1A tla"rlma' Zra-_', #u- i- 4L. Ls—_ KAD T E- E E;, OM SSP Sq,,,, Poles sp 1. Each outdoor luminoire equipped with a lamp that emits E3, 000 or more Initial lumens shall be a full cutoff lumincure. The spillover of lighting from luminaires onto public roods and property In resiclentio! and rural areas zoning districts shall not exceed one- half footcondle. FA Llr""mm FEATURES 6 SPECIFICATIONS KACM IF— 8 WV-10.1 6" LF6N i. MW KACM S10,11-MO—ld SoH Square HID bouN IA L1rNvwA LiaHrIlva IA t1r. IF— 8 WV-10.1 6" LF6N i. Z 7 6 _ U` GN H-Z-1 D Trple Tube (TRT. Open M V 1IL- 7— IA LlrH, 21VIA GRAPHIC SCALE 1- 30 0 30 60 90 legE) O Z 0 _j X a- Z Z Z LU ,) V LLJ x is 9/IH/OB oATe onr UI I2 12 Page 1 of 1 Subj: Re- Store'N Station- request for waiver Date: 5/3/2010 10:54:47 P.M. Eastern Daylight Time From: Musxit .aol com To: sfredenckC@albemarle.org BCC: don -gondtc com Summer - I have attached a request to allow some minor clearing along the South property line so the new evergreen buffer plantings will not have interference from the existing overhanging branches and undergrowth. My hope is that the PC will support this and also that they will REQUIRE that the buffer plantings all be leyland cypress trees which will achieve the best screen possible rather than a variety of pretty trees that grow slower and may look more natural but not be as beneficial for screening. I met with the neighbors and most didn't care to discuss specific screening features that may benefit them. (Just wanted to make the whole thing go away) There was one person in the group that asked that I do whatever possible and for that person's benefit - this is the most effective buffer than can be achieved. Please confirm you received this and advise if you need any additional information. I assume this is not a big deal and it is completely up to the PC. The disturbance is limited to grubbing the stumps and clearing the vegetation so the new trees are planted in a clean strip without competition. If the PC does not grant the waiver and make the specific trees a requirement, it will be difficult to convince the ARB that the buffer plantings are a ZONING required landscape feature that is actually intended to be a wall of trees. Your assistance is appreciated. Jo Higgins Project Development Limited LC 2564 Wormy Rd Lyndhurst, Va 22952 434 - 326 - 0334 musxit@aol.com Attachment C Friday, May 21, 2010 AOL: Musxit W, Y I 1 V v U wV ` v / PJRN"T LtI)A D 0.P?- 5 0 f If Y, i a y A i 3 s z rIND Q P I r COUNTY OF ALBEMARLE PLANNING STAFF REPORT SUMMARY Project Name: SDP 2008 —154 Re- Store'n Staff: Bill Fritz, John Diez Station Planning Commission: May 10, 2011 Board of Supervisors Public Hearing: (not applicable) Owners: Jeffries II LLC Applicant: Jeffries 11 LLC Acreage: 4.06 Acres Rezone from: NA Special Use Permit for: NA TMP: 055BO -00 -00 -00100 By -right use: This property is zoned HC, Location: The site is located on the south Highway Commercial which allows a wide side of Rockfish Gap Turnpike (SR250),variety of commercial retail, service and approximately 0.78 miles west of its office uses. intersection with Miller School Road /Crozet Avenue (SR240). Magisterial District: Whitehall Proffers /Conditions: SP 2009 -34 Proposal: Convenience store with gas pumps Requested # of Dwelling Units: (if and office space.applicable) DA (Development Area): NA Comprehensive Plan Designation: Rural RA (Rural Area): Rural Area 3 Area 3 Character of Property: The property is Use of Surrounding Properties: currently vacant.Surrounding properties include the Moose Lodge, single family residential, and various commercial uses including convenience stores with gas stations. Factors Favorable: The site plan meets the Factors Unfavorable: The entrance location minimum requirements for approval.and building design require modification. RECOMMENDATION: Staff recommends approval with conditions. STAFF PERSON: William D. Fritz, AICP PLANNING COMMISSION: March 15, 2011 SDP 2008 —154 Re- Store'n Station APPLICANT'S PROPOSAL: Convenience store with gas pumps and office space. CHARACTER OF AREA: Surrounding properties include the Moose Lodge, single family residential, and various commercial uses including convenience stores with gas stations. PLANNING AND ZONING HISTORY: June 8, 2010 — Planning Commission denied a buffer waiver request and deferred action on site plan. November 3, 2010 - SP 2009 -34 approved. This special use permit allowed 1,625 gallons of water usage a day. COMPREHENSIVE PLAN: This site is located in Rural Area 3 of the Comprehensive Plan. REASON FOR PLANNING COMMISSION REVIEW: An adjacent property owner has requested Planning Commission Review of the site plan. STAFF COMMENT: This is a request for approval of a preliminary site plan. The Site Review Committee has reviewed the site plan and found the plan meets the requirements for preliminary site plan approval. Two topics have been identified which the Commission may want to consider: 1. Entrance Location 2. Building Design Entrance Location The Department of Transportation has provided the following comments: 1. Since the initial submittal of this preliminary plan, VDOT has implemented Access Management Standards that went into effect on Oct. 14`", 2009. These standards set the minimum distances that commercial entrances must be spaced at for different speeds and functional classifications of roads and can be viewed on the VDOT website at http : / /www.virginiadot.org/proj ects /accessmgt /default.asp 2. The functional classification of Route 250 at the proposed Re- Store'n Station is Rural Minor Arterial with a posted speed of 45 mph. The minimum spacing for full access intersections is 1050 feet. 2 3. The proposed commercial access for Re- Store'n Station does not meet the minimum spacing standards from Freetown Lane and Forest Glen Dr. The applicant should attempt to consolidate commercial entrances to meet the spacing requirements. If the applicant is not able to consolidate entrances or meet the standards for any other reason, the applicant can submit an exception request to VDOT to allow a reduced standard. This exception would be evaluated by the local VDOT office and submitted to the VDOT District Administrator for review and decision. VDOT will also require a letter from Albemarle County in support of the exception in the evaluation of the entrance. The applicant has contacted the property owners that use Free Town Lane in an effort to consolidate entrances. As of the preparation of this report, the applicant has not been successful in those attempts. The applicant will need to continue to work with the Department of Transportation to identify an acceptable entrance location and design. Chapter 18, Section 32.7.2 of the Code of Albemarle states in part "the commission or the agent in the review of a site plan may specify the number, type, location and design of access points to a public street together with such measures as may be deemed appropriate to insure adequate functioning of such access points ". Staff recommends that this provision be addressed by a condition of approval. That condition would require Virginia Department of Transportation approval and that the Planning Commission review the entrance location as part of the final site plan. Building Design SP 2009 -34 included the following condition: "The total building footprint square footage shall not exceed three thousand (3,000) square feet ". The Deputy Zoning Administrator has determined that the building shown on the site plan exceeds the size permitted by the special use permit. The applicant will have to reduce the footprint of the building. The final site plan will not be approved until all the conditions of the special use permit have been satisfied. Additional Comments The plan has been reviewed by the Deputy Zoning Administrator and found to be in general accord with the plan submitted for the special use permit. The applicant has requested a waiver to allow the disturbance of the buffer to the rear of the site. The waiver is to allow stormwater requirements to be addressed. The waiver was administratively reviewed and approved subject to the installation of fencing as shown on the plan and the preservation of trees within the buffer that are 6 inches in diameter or larger. These trees shall be shown on the final site plan. Summary The site plan before the Planning Commission is a preliminary site plan and not a final site plan. The applicant will need to make changes to the plan in order to satisfy the requirements of the ordinance, the Department of Transportation, the special use permit and the conditions of approval. While the final location and design of the entrance and the building have not been determined, it is staffs opinion that the preliminary site plan should be approved. If the site plan is denied, the commission shall set forth in writing the reasons for such denial and shall state what corrections or modifications will permit approval by the agent or commission. Staff opinion is that the necessary corrections and modifications are specified in the conditions of approval. Approval with conditions eliminates the necessity of re- reviewing the preliminary site plan and achieves the same purpose as denying the preliminary site plan with the necessary corrections and modifications noted. 3 RECOMMENDED ACTION Staff has reviewed this request for compliance with the provisions of the Zoning Ordinance and recommends approval of the site plan subject to the following conditions: The Current Development Division shall not accept submittal of the final site plan for signature until tentative final approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions have been met: Current Development Planner approval to include: a. Landscape plan showing landscaping as shown on the plan December 6, 2009. Except as permitted by the conditions of SP 2009 -34. b. Landscape plan showing location of all trees of 6 inch caliper or greater and including a conservation plan. c. Notation of location and type of pump stations and nozzles as limited by SP 2009 -34. d. Reduction of building size to satisfy the conditions of SP 2009 -34. The determination of building size shall be made by the Zoning Administrator. e. Location of signage limiting overnight parking. Overnight customer parking on -site shall not be permitted between the hours of 12:30 a.m. and 4:30 a.m. 2. Current Development Engineer approval to include: a. Erosion and Sediment Control plan. b. Stormwater management plan. 3. Albemarle County Building Official approval. 4. Thomas Jefferson Health Department approval. 5. Fire and Rescue Division approval. 6. Architectural Review Board approval. 7. Virginia Department of Transportation approval of entrance location and design. Planning Commission approval of the entrance location and changes associated with any modification of the entrance design or location. ATTACHMENTS: A. Vicinity p B. Reduced Preliminary Site Plan C. Conditions of SP 2009 - 34 D. Comments from the Deputy Zoning Administrator E. Comments from Western Albemarle Association 4 WW: sorw items on map may not app", in legend) 55- 103F 55E -01 —A1 55- 103 6181 035 55- 109A 55- 1107 55 -1 098 55- 104A1 55E- 01-- A3 6082 — Al 554 03A 55- 1 04A El 6084 6b98 KE 601 SA 03C 558- 19GN cy- f 037 6059 El 55B- 16 556- 17 All—ll I 55B -15 558- 16A 55B- 1 -6077 456 45 1 3456 55B -15A 55B- 2 55- 109 55B- 14 55B- 3 430 421 6131 55B- 1 2 55- 107A 6133 417 55B -13 4 11 55- 108 55- 107 556- 4 416 55B- 1 558- 11 55B- 9 —wmm 55B- 6 55- 106A4 200 Feet w A 55- 1 GiS- WeD Geographic Data Services 434) 296- 5832 I N March 5 2011 ATTACHMENT , , ,a Commonwe o f V, g,— - d Oth. r S., r— ONRE u,lNltll STO R Immm Ildmunulululpryul uNUnlnuUlp m'walwmu 1' II,„ l Ili'. 11P4111 1 fl 1 , d r ImmllI PIIII'I ) ` lll l I { 111j1{ U` 4j I I I 1141 1 ! O li IIryN ^ I i p1 qILIityIINIn O; ' N 1j11 II I II Inu; mullll ', I IId 1j11 . y 9 h I 1 h @ , I '' 77 II (III IIIIIW, pPNnr G1 Vi 1 1 VIIIIOIINIId If II II, I HmNIII;! 161 II tb,, OIIIPIINIIIIImn ALBEM/ z GOUNT' r TAX a, P , -;mss FARGEL OGto bor NDEX OF SH EETS DRAWING NO. SHEET NO.TITLE 0-1 1 OF 12 COVER SHEET C -2 2 OF 12 NOTES 0- 3 3 OF 12 EXISTING CONDITIONS I DEMOLITION PLAN C- 4 4 OF 12 RTE 250 - ENTRANCE PLAN 0- 5 5 OF 12 SITE LAYOUT PLAN C -b 8 OF 12 GRADING PLAN C-7 OF 12 SEPTIC 6 UTILITY PLAN C -8 8 OF 12 DIMENSION PLAN 0 9 OF 12 DETAIL SHEET C -10 10 OF 12 LANDrSOAPING /51TE LIGHTING PLAN C - 11 II OF 12 PHOTOMETRIC PLAN C -12 12 OF 12 PHOTOMETRIC PLAN DETAILS DEPARTMENT OF COMMUNITY DEVELOPMENT FLANNE- R/ZONING DATE EN51NEER ROGER W. RAY 4 ASSOCIATES, INC. SOURCE OF TOPOGRAPHY, DATE BUILDING OFFICIAL NAVD 88 COUNTY, STATE, DATE ARCHITEOTMAL REVIEY4 BOARD MITE HALL TAX MAP REFERENCE, DATE FIRE OFFICIAL HG HIGHWAY - COMMERCIAL DATE ALBEMARLE COUNTY 5ERVICE AUTHORITY Nxs -Nm SITE DATE VIRGINIA DEPARTMENT OF TRANSPORTAT x a1 W t kJEST SIDE (ADJACENT TO RA ZONING) - DATE VIGINITY MAF SCALE: I"= 2000' ENGINEER JEFPRIES II LLO P. O. BOX 910 GKO7ET, VA 22932 RT5TORE'H STATION 6115 ROCKFISH GAP TURNPIKE GROZET, VA 22992 NP ENGINEERING 680 IVY FARM DRIVE CHARLOTTESVILLE VA 22901 TELEPHONE - (434f 551 -7387 SOURCE OF SuRVEY ROGER W. RAY 4 ASSOCIATES, INC. SOURCE OF TOPOGRAPHY,ROGER W. RAY t ASSOCIATES, INC. DATUM OF 51JRVEY NAVD 88 COUNTY, STATE,AL13EMARLE COUNTY, VA MA61578RIAL DISTRICT, MITE HALL TAX MAP REFERENCE, t YANCEY ZONING. HG HIGHWAY - COMMERCIAL SETBACK REOUIREi- ENT5 FRONT - EUILDIW- 30' Nxs -Nm SITE REAR - BUILDING 50' PARKING, 20 poISTURBED BUFFERI x a1 W t kJEST SIDE (ADJACENT TO RA ZONING) - c Mr1p M w EAST SIDE (ADJACENT TO HG ZONING) - BUILDIN6, O' js N Q EXISTING USES,VACANT ENGINEER JEFPRIES II LLO P. O. BOX 910 GKO7ET, VA 22932 RT5TORE'H STATION 6115 ROCKFISH GAP TURNPIKE GROZET, VA 22992 NP ENGINEERING 680 IVY FARM DRIVE CHARLOTTESVILLE VA 22901 TELEPHONE - (434f 551 -7387 SOURCE OF SuRVEY ROGER W. RAY 4 ASSOCIATES, INC. SOURCE OF TOPOGRAPHY,ROGER W. RAY t ASSOCIATES, INC. DATUM OF 51JRVEY NAVD 88 COUNTY, STATE, AL13EMARLE COUNTY, VA MA61578RIAL DISTRICT,MITE HALL TAX MAP REFERENCE,55B - I ZONING.HG HIGHWAY - COMMERCIAL SETBACK REOUIREi- ENT5 FRONT - EUILDIW- 30' PARKINS 10' REAR - BUILDING 50' PARKING, 20 poISTURBED BUFFERI kJEST SIDE (ADJACENT TO RA ZONING) - IBUILDN6 50' PARKNG, 20'(UNDI5'TURBED DUFFER) EAST SIDE (ADJACENT TO HG ZONING) - BUILDIN6, O' PARKING, 10' EXISTING USES,VACANT USE5,COMMERCIAL (GAS STATION 6 CONVENIENCE STORE) PROPOSE Yropaaed 'gjkj for tp N Ib. 4 gptl roll rater teoap. Hall r,oter b rnMCted to Nb IMIt. NolerJ Ybll rndl be mpWredto rnnfNm v ^. Ma's' aavice 1d' IamGtph9 b re uee a! alerts VDN Ser; ee Dbpmal Spinm Ca,etrvc Perth! " 101 - o9-09m ba"ed SePt 16, 2004 tar 1 cp3 LAND USE SCHEDULE, PROPOSED BUILDING 3,000.00 SGI FT.( IbQ %7 PAVED (OR GRAVEL) 53, 706.10 50 F7. (9034 %) OPEN SPACE 120, 290.49 SQ. FT. (6 %) TOTAL 176, 99654 So. FT. (4. 06 A,J PARKING 5GHEDULS REOUIRED PARKING RETAIL (I-k Floor) 3p00 G5F X O.DO a 1 5PAGE/ lo0 65F = 24 SPACES OFFICE (2nd FLOOR) 3, 000 65F x 0.80 o I SPACE /200 65F - 12 SPACES I v w Q Z z -a n Q iJ-U7 (Y Z z o lu lY J< Q aewmm o4 Ip v; lsroe wwua wa M 8 6' 09rmraerv4 ne curt 8501 - aaVe ort,+r,a LI ROl iRasG - OF 12 ATTACHMENT B 5, 20og FREL I M I NAR" r SITE FLAN AFFL I GAT 1 ON. SDF 200 - 00154) SFEG IAL US E FERM SITE DATA: SUP 200q- 00034) AICANT, SITE ADDRESS. TOTAL PARKING REGTJIRED FOR THIS SITE = 24 + 12 = 36 5PACT5 TOTAL PARKING SPACES PROVIDED = 35 51 - 3 HANDICAP = 38 SPACES WATER PE50LIRGE AREA,THE 517E LIES WITHIN A WATER 5UPR- Y PROTECTION AREA RESERVOIR WATERSHED-THE SITE LIES WITHIN THE DEAVER CREEK RESERVOIR WATERSHED IAFLOODPIN,THE 517E DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT MAXIMUM EUIL7ING HEIGHT 15 35' 516NAGE,ALL 516N5 MJST EE APPROVED BY ARB EMPLOYEES,MAXIMUM MMDER OF EMPLOYEF5 = 10 TN cp Ht T NP EN61 VEERING K 680 Ivvyy Par- Drlve d Chariot t""lie., Virginia 22G01 434) 531 -1381 I v w Q Z z -a n Q iJ-U7 (Y Z z o lu lY J< Q aewmm o4 Ip v; lsroe wwua wa M 8 6' 09 rmra er v4 ne curt 8501 - aaVe ort,+r,a LI ROl iRasG - OF 12 ATTACHMENT B 5, 20og FREL I M I NAR" r SITE FLAN AFFL I GAT 1 ON. SDF 200 - 00154) SFEG IAL US E FERM SITE DATA: SUP 200q- 00034) AICANT, SITE ADDRESS. POft SITE PLAubtic ri ght- of - WaUU , f the ""% nia RAL GO T} NOTE existing p '`111 ba obtained F ee, the tion within any Form) not accurately Qe the Qarmlt 6E prior to Ong c tion Coto a^ y exisat rc) d FtalPp ion as drawn m e rectuframants including tonne TranspOrta ere any d15crepancie5 occur Il conform to Current Dogartment of ermit. } t }hods she reqqu irements of the p "ti., me o roved shall govern. ateria l H of tGh° flOttesvldil in ordanceg or wth the PP drain reVated m '. Vida dion 2. All paving d standord5 OF e, , ,, hall be p clearing °l 5 ecavv11Tlan5 an installed pr or to a [y aximum P I' d 5M0 I era shall 1,0 seeded and m ulched• laor slopes oros 3 . Er ""twzed o btainable , lon control P areas are to ' ya} lere reasonablytan5tructlo In the opinion of the p slope Iy 2; 1 (horizontat: verticaU' be raQulred when, 4. All slo es and disturbed ochleved. ditch n` ay LessorsaIIOWoretobe It 1s d of 3:1 or bet ar stabilization s de d earned ne 14oim troeficGoo5trol vavices. 5, Pavad,' s t or the En9 triag f for e Channel. Vlr lnia ma^ ua nc rate p1P the I^ n9 Liza O It conform to the g reinforced lith dlyds For the In order to 5 ntr } e shall ba I with b ,Ali traffic control st s . aridarta Installation mn ro Iced work are not 1. Unless oth atto i n for und2orrl FR P lg3b). the line of P correct. as 550rne0ey taY across or alDng rOXimately ertinent 51te el6ment5. b, A1{ OKC, structton IndustrU d where Shown are only a ojnd lines and t Lion anti other P B xcavatton. q, The location of Bxls' tind utlt1 n15 ocatean all undergr a lldl 5 ve station a^ for to ON atuto y the own initlative l boun d a ries, + n o0i pi ° - .eo O 52 - dt5crspOngnoces5ar11ShownonIfaltnnbgqaMl55iJfILITY Tkla contractor shall on h5 on5lbla for notifI I at least 3500 Psi. to. The contractor shalt ver' re rlgi' t OF a 11. The contractor shalt ba' reGlntractor shall flat veriFy all existing conditions and notify the owner o 1Z All °ncreto within the free of 13. Prior to any Lanstructl otaron, ed of topsail. sail mlolr ShOII rubbed, and stripe rid frozen deleterious x Particle cloore6,, e soft unsound P Ii thlckne5s. e GENERAi -- I motor vegtOtlon, r shall be .Ha- hadyha terlal with unclassified soil ma kfill and fill I, Areas onwhch f111 l5 to be o f o lmlm+ pparticle diems Intended Iocatto n D 8 ,,acid ft thic' knass. Glmmon fiN O fo ximum A` ASTM delx9s, roo matdertasl .piha m saiGda^ N C with a ma ob] ectlona ens -half o the ac t to the ximu per S b th a max °gym of 1 diameter sh used to cmp . F , and mam of 25 P, 5W, 5P with a O all tv rtharacterlsticsre0. 4S clas 4318 plastcASTM p 245, classification GW, Irking areas, '.Place mat. ia1 mB cent 1 9 2 tteBMal p0 sieve. oding• O tt of 35 maxlm5le e r ®ct ma No• 2 backflll material and ""at site gr used for fl 1140 Na. ht pass eg bu Idtrgs Ian strvctur6'; Use Canon fill material for g Intluding ore , that may scent soil Is p Wb l Ived surfaces; den5ltu of the Odl Use setact material and and p Heath pavements D bqb. IF the t of . 2• and other concrete rTp4 D 6qS ba g0 ercent by nsl of the o0joaen 'moll 5^ dmgxl , b lifts. P ercent bj rework. water on tk16altt5ltnotlessthanthede o f the m act layers n flit O e pp lved areas comp d to avoid urine pre the gonding 3. c" P y stifled, then cOmper to, don sly er to p tofutureConstruction. In °trams set after Fine g% Orcf is F 5 h a mane more than the de ysl s tto jl done Intainad. ar e in place prior 4. The structure to g y esdinci ae Idtngs oar storm ro d and Ivatel ow ma ne ubte, 6 located fo era to be P y e 5 l 5haf1 I- All Finished 9ra l ad accent I5 faclVity site, ear tor Is tot hs Iutslde po EI u litleayl•e• water sewer, 9q5' whtch serve th b. All stir isle bons, cable and gtl5i with WOT an merle cO^ T, Gontrac V ©rlfy And/ or paving• eblictrwater matins and Sanitary dance d Aitae construction de Fllttption fro., st be performed in accO t ' .part roved B. Proposed un Moot se ar afro s sets ^u Ge withsubecP e c urrent opp with a mintrm m t, in exlsttng P e no known grIYe5ltes an Inaccoidon amendments thereof and q. Gut and ppatch war era a Ion shall ba CtfICOtIons, an sta^ dards and speclficattono. knowledge th y Ott the nave .onotNCtt °n wl sewr plan spa 10. TO the bast of our beNef and qe 11. sa, liB ^cou yp5ee O hcrVtys `OTQI water and Albem lords and speUFlootions of the 'tan Nom. MP, MUVVPCn vw EELWTywiP EE'IIP] ] bN iLNtc W]il,.. NWA. SnMa EA O, yTVryN.t VyyhNP. va]2EOt EtN 6TA11oM PE EPVOM»]. 0.¢ rt 1t to P acTOnm 9V/` Fb Nwu• Nr].] 4, O.MlM +NPw" E,n' 4K. Xe p, Mlrf %OD: E'd WE. NatM 11i W.v ean. brmenwA atl irpfn w .. u:. P ww u earmd .. nwn^• xnw du. w n. e „w r uttlitles marked. have undergroun or dt In - d services to an a g e and 51zas a P ad to dig test tI cony_ trucon"to Inclu ® i5 reQ C -NERAL t1TILiTY NOqt I( b ) 55' a-100 I 4b tionr pPrIO to The contraator5 If a conflict Is t. GOrItQLt M155 Utility Ilken From t location a a, ailoalo r cords. at crossl nt odor shat{ YerlFy The contractor shall verify all uttll lonfhave been t the exa the tOVnty andcnpatronofutilities h15 own 5atl5fattlOn. 53{- 381. Prior tO beginning deri r elnaIpP oval-- 2, ,11 existing utilities trenching 11 forat 4 at prior to the Albemarle pits 1n advance of tr tneering quti{ Ittes pprrior to purchtg t-re Morsllrl p P ed by tilts Al1=" te G° unty P erformed in accordance with discovered, notlFy NP io g be aPPrO ermlt and Shot' be p as Inverts at oil connections with rolytAndards. ulra a P 2 and section 240 and 3, All nudrant tocatlons are o ba Installed according t 5 ions. OT s eclPfca1Ions section incrity to secure reqqu. irements rO to 1 ^stall vtlllttey Shat ra rytce At+ 4 Ali sitondard5 and the P cted to accordance with VD Q sewer shalt ba Co re all tasty required by the Albemarle GOU^ 5. Ali storm In accordance with DOT speciflcatlon section rInerformFirehydrant. roved otherwise eclfied on5p the ec44utred top 951 concrete f aked unless s peUFlcally aQP 0 h0 contraet0of all utiiltles. made with) ad a) camp accep tant tractions 5treattss must be bor I s backFlri, shall ba 3. 10 and 200. 02 7, All concrete used -laced un d e rt r oi' ngscolunty planting5 or erection of other Otis fu ture a 5ectiOn5 523, 03 santtary sewer q, All utilities to t' ra t< er roadw y o r aasement5 plannedO1f, 5r future roadw y ' 302, 30 on the P a s and/ accor dance wiith W P Itnos Ind or noted fled and 5e s eciFted between Ott water g5% of maximum density r' w P 10. For uttlltfes insta m alntat enyed un less othe to not 1655 than stair k7P 11. A IO foot horizontal separ departm.. 5tandard5. Imes in accordance with state oT current SpaUFtcatlonS and ,twdards an d nstruction mathod5 shall conform to Iund ItneS I. All Pavi and 5tTE PLAN NO dr a related otomeetric pla o5ed bulldtn ng, dralnag h the ad work era not nacessortly Shawn on th e 2, Alta li r Is s hon, on the wll matt e or Qur, the line o pr1p`5 his own Initiative locate ti all undergr Arta du p " ® contractor she artinant site alaments. 3. On location of existing utirtl" Irnotelyrrrect. b Ildin s and other P 4. Hh e on1 app of Ili boundarles, 9 where 5hOWQ5 nete55ory the l000tiff Water detention 5allpplament tan s hallstructuresshellveriFydivartodIntothostOnn 5 The contractor ringg b. All Stu drainage colort 5 to wp pereons wtlth dpabiilttes)• 1. Itemorkngs for plrking space' I L z w Z CHMENT HMENT B TH. 55 -IO3A BRX-E YL OR BOWIE M. KIRTLEY V.5. /416 EAN K FATTY 50N D.B. 773/ 225 ZONED, RA_ MARON NldlITAIN PROPH2T1E5 •:.::: -::ttrIyy ZONmrtE16F6GRl 90 FbDELPI5fR10T ..._.. II ' T e , FLT' V3bPRO PRIDED BI' VDD.T F: PWnt/ et+iP n ___ --------------- w'r*xcxw.om n.ncs • wow n» ,mm nr ...: :_ „” : -- D• r, « --° ----- - ------------------ --- --- --' ---- j aw. r¢- -ma ml ,oi. wu nrsr w na,', _ - ,•, __ „ r” - ,. -- ` . i o . .war J ;Imm N '" pnHtQHAYLIIe '- 1 __- __pY• jt Y- TH 55409 PR09iIN6 i R 8 3 15, D.B. 112•Y313, 31717 t 31B PLALAT 1 TA 55 -1090 - - _ - -t O -`. '(( {pje`1yOROZETLOD6EN07164 _ LOYAL ORDER OF MOOSE RW'.1 tl 0 O B DB 344 ------ 1 TA e55 -I _ IffF ' 9 II LLO I _ DB. 3169- 17 123 r 405- PAT z b9. HO x re TH. 55B• IS CORP.RA. YANO i d 3-8865-M a DV.5. . 347NI PE &I . P.B. 795 -179 PLATATP. iIa p xI' t U— Mh p g 61:¢ 1 v-.; ` ----1 a G i Z ZZ z LU ry i -0'W __•_ - ' M@' 1•M_ _ - - - - -- 4L v O EfE. LETCRE5T HOMES t I - - ___719 555-2 rr2r` •_•• __ -_• LAND T Z.", RA i I7B. 1757 W— Ra. klanW OB. 146 -465 DrSO.I WII B. 121 -30 DESO. :, W n/V caerm nr w o MD OD TH L LPHM - NP a mMB /OH Ml! 8501 1•=50' i G GRAPHIC SCALE 1 - -50'ftOf 0 50 100 150 K X31..1 0. Per#ie ORT. 42 062304 I ACATT HMENT B PRA U5• f Dtom YeYn> _.. 'o° , may caws t Oroar O w ' e F \5„ GM p 4or A dwA \t. \ p ®. ta va•' R' 0" actan dlto _ m 2oN ar vo 5 yU FQ(,e OV to mtx 2 ,. yM - 25 1ntie y . pNE PP tE2 TO as^" s®": " "a w`° DESIU- t rrp' q p•W" Y 6 , M I' Y s 4AV .4 N NP M 6 4f f 4r , pipn Mx# 'lW3' 9yLL "VMY KM 9+ v.— Y 4 Ya x 6 P POg"'' y. Yt l! ' Pyp44 y, PXM1Ra P• P A• r 9P 6 f$ ,m o, y GT14 p F 250) AN jla nfla b O iR\ AABd5to! e` 8dt to 19 Ara or GtA1ra na SaGt a 2 0- FoR SaPeCton9 W tkoV e, t0 W, to o -4er ©S rt9 2. ' rottun9 vaa e 55 fl \gtAM' O \rt° 5 0 \9tA Ard• m4, -2 5t, inAU' e 1 V ,2 5t e ta o, tha slta MENT B INV - -- TER rte - _ --------- 698.10 BLUE ' PAIMi '' PROVIDED BY V. n• G' T PROJEGT - 725 -6 (PLANS L a U. S. ROUTE 250 r w IRON GMP r FOND I ]HALLS YTH6t4 I _ 18' ROP E to fm 111 ° " PO P w Faadwall cur= NB6 °483 E 38g23f w Im =,0253 102.14- u- -- '`- — I I I i r IRON I I ( I Dralnfleld G I I r I I I I I I 1LI I I I® ®® Q r m C = I II I Ij ?:II IOr9 z I°I o 4 4 4 4 8 x = r7=I yyII1N0... FIr H) ® rI 33I 1 rn, Q I 5 i x Q Ii67rareO II I +II i x . I I k II .... ( III III IRON I I '. •..•. •. . /':'. ~ x Iti ' FOUND ; x ... ... I . .•... x II hx . . x I I rII :. ....... I I Itl zzLU I I x Additional ---- ,.'. x II Im IIr O vReServaIr I5eptic System I _'.'•.(.++). i O I It6 I x x Q Q OL 0_ x Oxn. Dralnfl d x 11 I x I Q QDralnfleldx _— _--.- -- - x— x e sn«N I 1 m x i x 50' x 160' Well Flrea IZQA (Permit 101 II 1ti- oPose — — — — — — — — 3B Wall 3aB .nay- -- _— r Locati0nl Su. My I I rxdlPl.l I r I I 1 I I i 1 IRDN I _ I a' arlr r FOUND Oddm m' w Matb n wAre r I I GRAPHIC SCALE 1 X30' A°'i'•T -I I KllaltoYel O. P°rkie i r ' I , 30 50 90 { CERT. W. 047904 0' 1 OF i2 ATTACT MENT B ENT B 1 -' -- - -- - - 7aar :_. _ GLUE°s J -- - - - ° -- _:- w:_,- ._...:..` ` ;_: -; '_ -' :_ ::- .:'':'.;:. PAINT V. D.aTJ PRO EGT T23- 6 (PLAlyS PRO w GRADING NOTES FOR THIS PLAN ptic fields are ka k!e Installed prior to grading.I. se eyor II v U. 5. ROUTE 250 101 2. to locate dralnFleld corners prior to any site work commencing.W r 15' IRON E W n.a Il our N86 °48 34 386. 23 Im ='10253 - 10. 14 17 Ccrlh"atar to 1poLp boNl qrc of & G'P for dnvIGr^ r L I` / I I 11 1 9 ) Abatl t ra ro 15' 6W. ke heo6. 1 ' • 47 bCOte dal trY'eNN dShcf IB'R- - WTW" " - f . . . Dralnfleld GeI`S0% Rese.. I I II n I F ; r - 1 I1 I 1 1 I I w 1 1 I I- 1 .\ i -- _1^' —i n I _ of 14'"7 I__ I 1 r ::• //:• / 1 yy .: 1 'V':':': 1'/ ::. / \ % `: •• : ;Y .'\ . _ ' X GRITIGAL I • Aiidltlonal r I z ll i + +,. A I ir. i I eP$ Ic 5ystgm 1 ' i IN `, `. ?v::!•.z j :Y. y 1 ,/l 1 . 1 r __- '/ 1 ,' } ' \\ :il ? °:l1 -. ss Z rrdI 1 - `lu M 1 - T I 'O I 1f N. l W mI II x II i i '\ ' I I 1fi %'l ______ ___ la 049" 1) 1 1 1 1 I 4 r ` W PU 1 1 ' 1 I I1 i '::. __ - _•- _ -- - - - J GCID Gf OAR led I 25" WN@l °48 330. IOFt ` 1 I ' GRAPHIC SCALE 1' -30' T r aor 1 r -I I I I ' I 1{h'otAbI D.PMin 0 30 60 90 c a3tr.l+D. aeao4 I ATTACH?ENT B 5EPTIr- AMLITY NOTES FOR TH15 PLAN I. Kitchen and 5anitary pplumbingq to be separated. 2. Septic fields are to be In5ta3 led prior to grading. 3. All site development rvnoff from Impervious areas to be directed to the rain tanks. r• X149 7 .:WSi N4 I V: q 4 r4:v ilG 1 na yP i'ti•lr•u i i li, L ill Aq •• ~ 4 • • SF' m %' ::.•: •.:f., c£ r.irzd9rtl5: i. • .^tii %: I r Z II= 1" I 119 kW: NH." - ciiti' 119 Vin: _': cc^: o'':u, G9mC 4' r X1 n. Vi - le"ir' G.iV I L. II I : ' ::' I ::' 1 : v: • nn u. u'' u° Tr' h' T Q =1711 1 1 ! pp11 1 I ' d Il i f 7Fifc' ile" i- no' ciisoi e nnnsys.• 1 i Attantirs MODF; D- M p— xm nnl •r rurt uwGna t' 3 j fll T RAIN TANK PARKING LOT ELEV = "i02' (MIN) TOP ELEV = 694.0' BOTTOM ELEV = TM GRAPHIC SCALE 1" -30' K NuhaYel D. FMdn 0 30 60 90 CEW. NO. 092"4 w w W 0 4 4 4 4 6 3 d 4 z zJ LLJ Q a N n W Lr' 0 Lu Lu x er cn, e o r eioe Ir nuae 8901 mrt - G- 1 7 OF 12 XTTAC14M ENT B 1 9Lula I r Z II= 1" I 11911 =1 I I 119 5q r X1 w z. - nn u. u'' u° Tr' h' T Q =171111 ! pp11 1 I ' d Il i f 7Fifc' ile" i-a- il:cT= u 7¶lf@ " "- ti- ft '"p n ' I tin -fi f1 T-_I I LIf =11 I I!" ITat I L T e 7 n l ' p I S U L 7P I I rJ l rr i u Ur '1' rl =ncn =1 - r( rll n= l u =1T =1 Il.a _ -1 mill A[ laritis p— xm nnl •r rurt uwGna t' 3 j fll T RAIN TANK PARKING LOT ELEV = "i02' (MIN) TOP ELEV = 694.0' BOTTOM ELEV = TM GRAPHIC SCALE 1" -30' K NuhaYel D. FMdn 0 30 60 90 CEW. NO. 092"4 w w W 0 4 4 4 4 6 3 d 4 z zJ LLJ Q a N n W Lr' 0 Lu Lu x er cn, e o r eioe Ir nuae 8901 mrt - G- 1 7 OF 12 XTTAC14M ENT B NO TFS S OR THISe par inf y2 fly Thay ara not pavement mark n95. 41 7neLows F t ya ^ ak th e of curd• 2. Tre w1 adlus dimensions ara 3 Curb GRAPHIC SC AIb 60 90 30 Z w z A,, AC H -'TENT h. e . e n C 4" - 4, 000 F51 GONGRETE T o STPNDMO 6" CURB 311 1 LEVEL SPREADER y ` - t.. I Ilillil911111 Ill__ __•` ` '_- __ -- PERSPECTIVE VIEW Sown: nSap, W (ro> N.0 Ml, 3111 m. 1S3 oTt., I COMENATION 6" CLI" 3 GLT TER 311 1 LEVEL SPREADER y ` - t.. I Ilillil911111 Ill__ __•` ` '_- __ -- PERSPECTIVE VIEW Sown: nSap, W (ro> N.0 Ml, 3111 m. 1S3 Intentionally Left Blank 4" - VDOT #21A BA5ESTONE GOMPAGTED 51JB6RADE GBR =10 TO BE FIELD VERIFIED BY GONTRAGTOR SIDEWALK DETAIL Gon5truction Joints to be 6 o. c., 1/ 4" wide, I" deep Expansion Joints to be 50' o. c. or less Light broom finl5h 2" SM -12. 5 5urfaoe mix 5" BM -25. 0 Intermediate mix 4" - VDOT #21A Base stone GOMPAGTED 5UB6RADE GBR =1 O TO BE FIELD VERIFIED 71' PIGAL "LIC- 7HT DUTY" PAVEMENT 5EGTION ALL PARKINO SPAGES) 2" SM -12. 5 surfar- e mix 5" 51- 1- 25. 0 intermediate mix 5" - VDOT #21A Base stone GOMPAGTED 5UB6RAPE GBR =10 TO BE FIELD VERIFIED TYPICAL "HEAVY DUTY" PAVEMENT 5EGTION ALL T 7" - 4, 000 PSI GONGRETE d 4 11 - VDOT #21A BA5E5TONE GOMFAGTED 5UB0RADE GBR =10 TO BE FIELD VERIFIED BY GONTRAGTOR DUMP5TER PAD 4 GONGRETE PAVING DETAIL Gon5truction Jolnt5 to be 6' o. r— 114" wide, P deep Expansion Joints to be 50' o. c_ or less Light broom finish fH V 7 K tdh1 1D. Porky+ aRf. W. =304 T w w Z< w O Q) z r' lWLf) < N w i11 Cn X Q Q aetm er o* e w aneroe r llgXypiK iN. T[ 1 weww G9 rtor pKVF! - a ATTACHMENT B ida' 0 iY pG L :tilt G I. Idles n -;. \G S.- h ail:_ UIG LS o< Intentionally Left Blank 4" - VDOT #21A BA5ESTONE GOMPAGTED 51JB6RADE GBR =10 TO BE FIELD VERIFIED BY GONTRAGTOR SIDEWALK DETAIL Gon5truction Joints to be 6 o. c., 1/ 4" wide, I" deep Expansion Joints to be 50' o. c. or less Light broom finl5h 2" SM - 12. 5 5urfaoe mix 5" BM -25. 0 Intermediate mix 4" - VDOT #21A Base stone GOMPAGTED 5UB6RADE GBR =1 O TO BE FIELD VERIFIED 71' PIGAL "LIC- 7HT DUTY" PAVEMENT 5EGTION ALL PARKINO SPAGES) 2" SM - 12. 5 surfar- e mix 5" 51- 1- 25. 0 intermediate mix 5" - VDOT #21A Base stone GOMPAGTED 5UB6RAPE GBR =10 TO BE FIELD VERIFIED TYPICAL "HEAVY DUTY" PAVEMENT 5EGTION ALL T 7" - 4, 000 PSI GONGRETE d 4 11 - VDOT #21A BA5E5TONE GOMFAGTED 5UB0RADE GBR =10 TO BE FIELD VERIFIED BY GONTRAGTOR DUMP5TER PAD 4 GONGRETE PAVING DETAIL Gon5truction Jolnt5 to be 6' o. r— 114" wide, P deep Expansion Joints to be 50' o. c_ or less Light broom finish fH V 7 K tdh1 1D. Porky+ aRf. W. =304 T w w Z< wO Q) z r' lWLf) < N w i11 Cn X Q Q aetm er o* e w aneroe r llgXypiK iN. T[ 1 weww G9 rtor pKVF! - a ATTACHMENT B LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown. 2. Planting shall be limited to the period between September IS to November 15, or March 15 to May 30. Landscaping shall be seeded and planted during the first period following completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 10055 of all plantings shall survive for a period of one year following planting completion. 5. The contractor shall furnish nursery grown plants conforming to AN51 260. 1, with healthy root systems developed by transplanting or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, inu vries, abrasions and d( sfigvrements. b. Nursery stock shall come from a local nursery or be adapted to local growing conditions and be guaranteed by the nursery as such. 1. The contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. No accessory structures or mechanical equipment shall be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and to support the overall health of the plant. TH GRAPHIC SCALE i' -30' / U .- " 30 60 90 w 0 k a s UJ LU z N Q Oda rP 9nBioe P MUM xr anrz mrr R: OI DPHrMe G- 10 i n Re- Store4l Statbn Plcalt 5chedle 41IT B7(,JYJ1 W4£GC14tl11 WE SIZE 6010 AREA COVHIA6E tAR6B,iHS b 78KOVA wmda'&em Y—'V— Z.1— Z.1—35' Lnl.BtB 4f3 4/0 aNB N2YH ifSi b A73i ridvn'M4nn Flur'Nf(tMlFllfE 1ED M/FlE 25'!d BIB 2N 3,48 FiABtRG 7fSi Q for CortfM'ob t IIpOC eF (wubN e' -7K Carbpj provided 10% gprvrz. IZ.70B of campy Mkh b thm "elte 14f exaeeda gaatx noodad ores. SaeeQ+ regrYemente YRl33fK ifS5 n MN++tAao c>T ta' K Bta 23 3n B Ptus a} xetrb CH PfE 4$ It BOB U A 0 ge AfBU godbro ElC5Y AB3JA 9a'M77 l' w TaUL R' t 5Xe Mao Cade RequFenwit Frontage reaorA ReyuFetl 7oWl Provbed CGrtmenb baDpe e, M oG' da to M. 770 116d T rsetHO' rntlucetl 4a W eepGC IbICU I Tatal of 24 B Fbd. Nlelspslaed6QTntbntal 1$d ?Tteee mlr 29 Ca i. Porktg Meae Intorbr Parlchg LLaa Shade Troe/!O epoces SnW Bb' mF B' O.C. 40 SPacea 4 13 µad. Stye F'-- ak}g wea treee Mn11 M 7 at tY% mttg Evergnere 4'3' OL. SareenlrcJ Alag Ybet Alarcj Swth SareenFKJ Canmerabl Vee 32. 1. 91 y wHh RA Ybet South Ybat 33 26 FFMZy Farce bl arEm 21 T ees IS f.1— n IBwtne I'll— M SvnenYtg Ctiergeae d0.bb felGlYj irae GQ1OP9 EntYe 51t.lo% Tract Conou ee 51 A-- b lo% .I JGYI 0 Area of exbtN alts dedsted per 32.7.9.9 W LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown. 2. Planting shall be limited to the period between September IS to November 15, or March 15 to May 30. Landscaping shall be seeded and planted during the first period following completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 10055 of all plantings shall survive for a period of one year following planting completion. 5. The contractor shall furnish nursery grown plants conforming to AN51 260. 1, with healthy root systems developed by transplanting or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, inu vries, abrasions and d( sfigvrements. b. Nursery stock shall come from a local nursery or be adapted to local growing conditions and be guaranteed by the nursery as such. 1. The contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. No accessory structures or mechanical equipment shall be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and to support the overall health of the plant. TH GRAPHIC SCALE i' -30' / U .- "30 60 90 w 0 k a s UJ LU z N Q Oda rP 9nBioe P MUM xr anrz mrr R: OI DPHrMe G- 10 i n Re- Store4l Statbn Plcalt 5chedle 41IT B7(,JYJ1 W4£GC14tl11 WE SIZE 6010 AREA COVHIA6E tAR6B,iHS b 78KOVA wmda'&em Y—'V— Z.1— Z.1—35' Lnl. BtB 4f3 4/ N2YH ifSi b A73i ridvn'M4nn Flur'Nf(tMlFllfE 1ED M/FlE 25'!d BIB 2N 3,48 FiABtRG 7fSi e for CortfM'ob t IIpOC eF (wubN e' -7K Carbpj provided 10% gprvrz. IZ.70B of campy Mkh b thm "elte 14f exaeeda gaatx noodad ores. SaeeQ+ regrYemente LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown. 2. Planting shall be limited to the period between September IS to November 15, or March 15 to May 30. Landscaping shall be seeded and planted during the first period following completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 10055 of all plantings shall survive for a period of one year following planting completion. 5. The contractor shall furnish nursery grown plants conforming to AN51 260. 1, with healthy root systems developed by transplanting or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, inu vries, abrasions and d( sfigvrements. b. Nursery stock shall come from a local nursery or be adapted to local growing conditions and be guaranteed by the nursery as such. 1. The contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. No accessory structures or mechanical equipment shall be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and to support the overall health of the plant. TH GRAPHIC SCALE i' -30' / U .- "30 60 90 w 0 k a s UJ LU z N Q Oda rP 9nBioe P MUM xr anrz mrr R: OI DPHrMe G- 10 i n Re- Store4l Statbn Plcalt 5chedle 41IT B7(,JYJ1 W4£GC14tl11 WE SIZE 6010 AREA COVHIA6E tAR6B,iHS b 78KOVA wmda'&em Y—'V— Z.1— Z.1—35' Lnl.BtB 4f3 4/ N2YH ifSi b A73i ridvn'M4nn Flur'Nf(tMlFllfE 1ED M/FlE 25'!d BIB 2N 3,48 FiABtRG 7fSi e tarotbida naratllG GafAf)oD e' -7K BIB 04 14f YRl33fK ifS5 n MN++tAao c>T ta' K Bta 23 3n B Ptus a} xetrb CH PfE 4$ It BOB U A 9a'M77 TaUL R' t ENT B LUMINAIRE SCHEDULE Sp-Leal G14 Cwt"TE pt Lmp Rb Lurc.n L1F Yirtla crl b' ER3 A 4 2EmL16wnG' l chi 54-2 F- fi'9t1°'Aug 26000.Abe°k4a 100 440 o tNDLT ny° 2BLCOLTq OD 5R9 hNOLTJ A B , 2?? wi S R4 ALX 54-2 Far IIOW Cngrna Alx 26000LAJ,- R LOO 440 c MOLT Tq-4 2WOOL 5006 W TJ 20.0 Lrjh A4X2 G I 2b000L 5R4 ALX 54-2 26000E Far 1101 E gi-ALX2 26000'_Abe°k41 100 440 2010 FNOLT HIS 7 p r7Flibld 00 6R4 MJOLT A 2755 L6hr11° AL.ED 0 51 Alm 1600 UN 6'ONE N55. w L LEV R66 100 565e3S9b6AR VOLT APFR7M 505 Lm, VBI 0019i16W SPKU.AR TRIK MOCK POs.OI.TJb 20D LUMINAIRE LOCATIONS NT.Leal x L° atbn r z HI crl nx 1 B MIA 9766 20D 200 116b OD 2 A 25gq 225.4 20D 700 60 q on 9 O 9.62 5006 20D 20.0 2662 OD 4 A 3331 3B9b 2010 20D 660 00 5 A 2755 9245 20D 20.0 6b. 0 OD b B 7792 ant.4 20D 20.0 176.1 OD B 176A 572.4 200 270 901 OD It B 199.4 1242 20D WD Dq.9 00 q B 2752 MIA 2010 2010 0.4 OD 10 B 3546 152D 2010 20D 60. 9 OD II A 9711 202, 6 20D 20D 961 on M D ZIOb 2415 100 IOD OD 00 19 D 210D 251.0 IOD IOD OD OD 14 D 209.4 260.7 100 100 OD 00 5 0 2006 Z 05 100 100 OD OD 16 D 2003 2603 100 100 00 00 R D 207.q 2901 IOD 100 OD OD IB 0 2073 299.7 100 IOD 00 OD A D 2166 90103 104 010 OD OD 20 D 226, 15 5026 104 100 OD OD 21 D 963 901.4 100 10.0 OD OD 9 D 246J 9022 1010 100 OD OD 9 D 966 302b 100 IOD OD OD 24 v 265b 5090 10.0 100 010 DD 25 v 266J 2172 1710 IOD 00 OD 26 0 2665 2035 100 100 OD 00 21 0 267.0 273.5 IDD 100 00 00 25 v 2676 264J IOD 10.0 OD OD 2q D 2605 254.4 10.0 100 OD OD 30 D 260.7 2445 IOD 10. 0 0. 0 OD 51 D 2693 254.1 120 10D OD 00 52 D 257.4 234J 100 Ion on OD 53 D 24710 299A 1010 1010 0.0 OD 34 D 95.1 295.0 Ion,IOD OD OD 55 D MA 972 140 1410 T2b OD 86 0 642.9 27.9 14D 14D 726 00 97 D 8526 906 KD 1410 726 OD m D 991.7 249.9 K,0 14D 92. 4 00 3q v 541.7 250b 1410 140 72. 9 OD 40 D 551.7 2512 14D 14D 12A OD 41 D 33110 254. 9 14D 140 72.q 00 42 D 341.2605 140 140 MIA OD 43 D Mn 2612 14D 1410 72.q on 44 D WOA 2649 i4.0 14D 72.q 0.0 45 v 340.4 2103 14o 140 12.9 OD 46 D 5505 7712 140 1410 72. 9 OD 41 D 32910 2bb.0 140 140 755 OD 41B D WqD 2566 ND 1410 793 OD 49 0 544D 267J 14D 14D TJ5 OD 50 D 526,4 24610 14D 14D 795 OD 51 D 336.4 2966 14D 1410 735 on 52 D 346A 29'11 140 14.793 on 53 D 927.9 5060 1410 14D 733 0. 0 54 D 991. 9 5065 KO 140 05 OD 55 D 547.5 507.1 K0 14D 735 OD 56 0 921.6 9165 140 KD MIA OD 5,D 9374 911.14,14.0 73.9 OD 50 D 947b 9175 14D 14D M. q 00 59 B 209.4 206.9 200 20D 901 OD 60 D 716.1 1102 14D 14D 726 OD 61 O 274.9 MA 14D KD 72.9 on b2 D 264. 9 1235 14D 14D 72. 9 OD 69 D 2bb0 IIO.q K.14D 126 OD Na4„ I. ALL FOOTC.4NOLE LEVELS ARE INMX, t151NS 107 LIP. 2. ALL FOT.L.VmtE LESS ARE !, A AT 6RADE. 9. ALL LLMHMRFS A ;ES AND INTHUUnGNN_ DARKXIFS RILL CUTOFF WTN H2 ZOWA 1.47 AMC FLAT 6155 4. T1E ATTK LAYOUT 15 FM-E5E 7TAT OF ON.Y nE PIlOD1.GT5 LISTED IN THE LI.MINAJ SCfELLIE. ANY' nM1CN5 OR DEVIATIONS FRDM THIS LATLVI' ALL R IZE THE CON7RALTOR TO RB'rJW AND RFJ` .F911T S. TO AL5WM E OPMTY FOR FEVIEW ANC clot f . 5. E/.OH OIIDOOR Ltll "FIFE 6i "ED KTH A -M THAT @1115 5/007 OR HIRE INITIAL WHE1t9 5WL1. 9E A RILL CUTOFF LL WRE 6. T1E 5711J.OJHZ CF LJ6 MN6 FROM UL ." ES ONTO W tr ROADS Mm FROfEt IN RIE51VENT AL OR iSRAi. MIEA5 TONING M5TRIOTS SHALL NOT EXCl 1/2 FDOTCfJ - T. TIE BOTTOM OF TE CANOPY FIMI.RES ARE TO BE FLUSH KTH THE CA tl CEILIN6. 5TATI5TlC5 P- pt-I Avq Fim1 Mh 14mrJT91 A44h Bu.17Vg Ca T.151 F.223 F.2.9 FG 1.1.1 52.1 Property L-4.00 Fc 0.4 F,OD F.N/A N / A Reet°ren StwCwn 4. 1 Fc 113 Fc O. I Fc I73..1 41DJ 2 GRAPHIC SCALE 0 30 60 TN L 7 1- 30' K Ndhalbl D. Perkkn CHIT. NO. 032104 90 p V ? w W W K v 4 4 4 4 E 8 zz Q z v zo L N w IL co XJ LOM 6T IMrz NP qA6 /OB q W41T Mrz IP M6rV6 ICIm Ef Wrz IR501 _ UII ATTACHA TENT B Inset Around B uilding scale I" = 15' ATTACHMENT 13 tA fAL1rYC1V1A4A7H71, VC IIITII POIEI ! I I1 IIII T, 0 L1r,-101V1A 41,VHr1,V-- F 'T 0 LIMMVIA 41,9HT11Va- T11II 11111 FEATURES 0J/ /9' ,Q fi,/ 7 RLX SSSALE6" ALX2 air W Z1, 11= ORDERING WDRWATION F=_ E Z7 4: 4;KANDHOLE DRIEXATIDN OR 7 gothL SSS Squ Staight Steel ?DI,,FALEI)GpeRREW=, I MILLI—V,- 111, Z i es I1 1. 1 I NWM I II BASE DETA T g z 4 CA AITHONIA LISIY O L IrHalvlA A x— Hrliv,7 z Z LLJ 0gotham Q D_ z Cis LU 62 ry OLO SITE LIGHTING NOTES LU m I. Each outdoor lumlnolre ectulipped with a lamp that emits 3, 000 or more Initial lumens shall be a full cutoff luminalre. The 511over of lighting from lumInalre5 onto public roads and property In residential and rural areas zoning districts shall not exceed one- half footcandle. mAR Ifsa GRAPHIC SCALE 1- 30' ICam W.r 0 30 60 90 12 Or 12 ATTACHMENT 13 p@ AlljF_ N I J I COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 November 12, 2010 NP Engineering 1850 Browns Gap Turnpike Charlottesville VA 22901 RE: SP200900034 RE- STORE'N STATION Tax Map 55B Parcel 1 Dear NP Engineering: On November 3, 2010, the Albemarle County Board of Supervisors took action on SP #200800056 to allow use of more than 400 gallons of groundwater per site -acre per day for convenience store on Tax Map 55B, Parcel 1 in the White Hall District. This special use permit was approved based on the following conditions: 1. The applicant shall install and maintain a meter on the well head to monitor water consumption. Prior to installation, the model of the meter shall be subject to approval by the Zoning Administrator in conjunction with the County Engineer. Results of daily water consumption shall be made available within forty -eight (48) hours of a request from the Zoning Administrator; 2. Water consumption from all wells on site shall not exceed one thousand six hundred twenty -five 1,625) gallons per day in the aggregate; 3. The applicant shall install and maintain a tamper - proof, flow restriction device limiting water flow to not more than one thousand six hundred twenty -five (1,625) gallons per day. Prior to installation, the model of the flow restriction device shall be subject to approval by the Zoning Administrator in conjunction with the County Engineer; 4. The total building footprint square footage shall not exceed three thousand (3,000) square feet; 5. The hours of business operation shall not exceed sixteen (16) hours per day; 6. There shall be not more than seven (7) pump stations and twelve (12) nozzle dispensers, with not more than eight (8) nozzles for four (4) pump stations for gasoline (or equivalent fuel), with not more than two (2) nozzles for one (1) pump station for diesel fuel (or equivalent fuel), with not more than one (1) nozzle for one (1) pump station for off -road diesel fuel, and with not more than one (1) nozzle for one (1) pump station for kerosene fuel ; 7. If rainwater is collected from roof tops of the pump station canopies or the building, it shall be stored in a lined underground storage tank and utilized for on -site landscaping purposes only; 8. Overnight customer parking on -site shall not be permitted between the hours of 12:30 a.m. and 4:30 a.m. The applicant shall post signs indicating no such overnight parking in such places designated by the Site Plan Agent as a condition of final site plan approval; and, 9. Development of the site shall be in general accord with the submitted preliminary site plan dated December 6, 2009. Permitted modifications may include those required by the Architectural Review Board, those necessary to satisfy the conditions of this special use permit, and additional landscaping /screening approved by the Site Plan Agent. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: compliance with conditions of the SPECIAL USE PERMIT; approval of and compliance with a SITE PLAN amendment; and approval of a ZONING COMPLIANCE CLEARANCE. ATTACHMENT C In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty -four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." If you have questions or comments regarding the above -noted action, please do not hesitate to contact Ron Higgins at 296 -5832. Sincerely, Summer Frederick Senior Planner Current Development Division cc: Jeffries II LLC PO BOX 910 Crozet VA 22932 Email CC: Elise Hackett, GDS Johnathan Newberry, Zoning ATTACHMENT C IRGINl County of Albemarle Department of Community Development Memorandum To: Summer Frederick, Senior Planner From: Ron Higgins, Chief of Zoning Division: Zoning Administration Date: February 25, 2011 Subject: SP2009 -034, Re- Store' N Station Preliminary Site Plan — Official Determination of Compliance with SP Conditions /General Accord & Building Footprint 1 have carefully reviewed the latest version of the Preliminary Site Development Plan for the Re- Store'N Station, dated December 13, 2010 as well as the "Application Plan ", dated December 6, 2009 which is referenced in the November 3, 2010 Board of Supervisors' approval conditions for the Special Use Permit for water use. I have also re viewed the latest design drawings, dated January 20, 2011 by Jones & Jones Architects. My conclusions regarding compliance with two of the SP conditions are: Whether the latest site plan is in general accord with the December 9, 2009 plan: Due to the facts that: the overall character of the development is essentially the same; the main elements are still present and in the same relative areas; impervious coverage is less, and; open space is increased, from the earlier plan, I have concluded that the newly submitted preliminary site plan, dated December 13, 2010 is in general accord with the "submitted preliminary site plan dated December 9, 2009" as called for in the approval conditions for the special use permit for water use (attached). Whether the development as proposed meets condition #4 limiting building footprint: The latest building proposed for the Re- Store`N Station is a two storey structure with approximately 3,000 sq. ft. of interior floor space on each level and a 10 ft. deep, two - storey covered porch along just over three sides, supported by columns. Condition #4 of the SP approval states: "The total building footprint square footage shall not exceed 3,000 square feet;" The Albemarle County Zoning Ordinance does not define "building footprint ". However, it does define "Building" as: "Any Structure having a roof supported by columns or walls." (emphasis added) The Building Code does not define "building footprint ". However, it does define "Building Area" as: "The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included within the horizontal projection of the roof or floor above." (emphasis added) ATTACHMENT D Summer Frederick 2 February 25, 2011 Based on these definitions I have concluded that the proposed Re- Store'N Station building as depicted on the latest preliminary site plan dated December 13, 2010 and in the latest design drawings dated January 20, 2011 has a total "building footprint square footage of approximately 5,000 square feet and not the 3,000 square feet to which they are limited. Therefore, the latest proposed building is NOT in compliance with condition #4 of the Board of Supervisors' November 3, 2009 special use approval. If you are aggrieved by this determination, you have a right to appeal it within thirty (30) days of this notice, in accordance with Virginia Code § 15.2 -2311. If you do not file a timely appeal, this determination shall be final and unappealable. An appeal may be taken only by filing an appeal application with the Zoning Administrator and the Board of Zoning Appeals, in accordance with § 34.3 of the Zoning Ordinance, along with a fee of $240 plus the actual cost of advertising the appeal for public hearing. Applications for Appeal of the Zoning Administrator's Determination are available at the Department of Community Development located at 401 McIntire Road, Charlottesville, Virginia 22902 or online at www.albemarle.orecdapps This form applies to the appeal of a decision of the zoning administrator or any other administrative officer pertaining to the Zoning Ordinance. Section 34.3 of the Zoning Ordinance, which contains the regulations pertaining to the filing of an appeal to the Board of Zoning Appeals, is located in Chapter 18 of the Albemarle County Code and it may also be reviewed online at: htt / /www albemarle.org / upload /images /Forms Center / Departm County _AttorneormslAlbemarle_C ty Code Ch 18 Zoning34 Appeals ATTACHMENT D WESTERN ALBEMARLE ASSOCIATION Post Office Box 95 Greenwood, Virginia 22943 VIA EMAIL Board of Supervisors Albemarle County Planning Commission Albemarle County Historic Preservation Committee Albemarle County County Office Building 401 McIntire Road Charlottesville, VA 22901 March 27, 2011 Members of the Board, the Commission and the Committee, The Western Albemarle Association ( "WAA ") is a grass -roots citizen organization that seeks "...to research, understand, protect, (and) preserve ... the unique cultural and historical attributes and resources located in western Albemarle County...." WAA is a volunteer organization, formed in 2007, registered as a Virginia non -stock corporation and recognized by the Internal Revenue Service as a 501(c)3 tax exempt organization. WAA has secured the registration of the Greenwood -Afton Rural Historic District ( "GARHD ") as a Virginia Historic Landmark with the Commonwealth of Virginia through the offices of the Virginia Department of Historic Resources ( "VDW ). The GARHD encompasses about 14,000 acres, ranging from Yancey Mills in the east to Rockfish Gap and Attachment E Swannanoa in the west. The district runs from the Nelson County line in the south to the boundary of national forest and Skyline Drive in the north. VDHR has forwarded the application for the GARHD to receive designation on the National Register of Historic Places ( "NRHP "), and the responsible federal officials report that the NRHP approval can be expected in 30 -45 days. The purpose of this letter is to inform and remind the Board, the Commission and the Committee of several concepts which the WAA seeks to emphasize as the county undertakes review of any zoning changes, special use permits or the like that might affect the GARHD, directly or indirectly. The WAA intends to closely monitor any county actions that we feel might be detrimental to the interests of the GARHD. First, most obviously and most importantly, the district was recognized as a rural historic district. Each submission for NRHP designation must contain a narrative of the historical significance of the proposed property. The GARHD narrative points directly to the history of the area as an important agricultural resource (especially fruit orchards in the late 19 and early 20'' century), a significant tourism and leisure resource (late 19 /early 20 c) and a repository of distinctive architecture from the Country House movement of the early 20 century. All of the historical significance, therefore, derives from an historical background which emphasizes open and unimproved land. Second, the GARHD abuts the Crozet development area, and given the historical rationale for the district, any expansion of the growth area would directly and completely contradict the designation. Similarly, the approval of any significant rezoning in or near the GARHD would severely undercut the historical meaning of the place. Thus, any further discussion of the (ill- advised) Yancy Mills light industrial project makes no sense. This land is in the district. Even a casual review of the sprawl around the Zion Crossroads interchange at 64 will show how one commercial project will set off a firestorm of adjoining development. Third, the enabling legislation for the NRHP contains a requirement that any project with federal involvement undertaken in or near a NRHP property or district must be subject to a so- called "Sec. 106" review. Such a review is mandated for both NHRP properties as well as for NB RP-eligible properties. 2 Attachment E GARHD is NHRP eligible today (as a result of the VDHR recognition), and, as noted above, will receive official NHRP designation shortly. Sec. 106 review is required in any situation where the project to be undertaken has, any federal involvement, either through permits (e.g., Army Corps of Engineers, EPA) or, importantly, any direct or indirect federal funding (e.g., matching funding from the Federal Highway Administration for any road improvement.) The materiality of the federal involvement is not dispositive; a single federal permit or a single dollar of federal funding calls the Sec. 106 review. The regulations for Sec. 106 review can be found at 36 CFR Part 800. These regulations impose the requirement for review and mandate the process, procedures and standards for the review prior to initiation of the project. Without completely recapitulating the regulations, the gist of the process is to require the federal agency to identify and to mitigate any "adverse effects" of the proposed project on the historic property. In turn, such adverse effects are broadly defined; 36 CFR 800.5(a)(1) states, in relevant part: "...an adverse effect is found when an undertaking may alter, directly or indirectly, any of the characteristics of a historic property that qualify the property for inclusion in the National Register..." (Emphasis added.) The regulations go on to cite examples of adverse effects, again sweeping broadly, to include "...(i)ntroduction of visual, atmospheric or audible elements that diminish the integrity of the property's significant historic features." (36 CFR 800.5 (a)(2)(v)) The federal agency must involve both the Advisory Council on Historic Preservation (an independent federal agency) as well as other consulting parties. Sec. 800.2 (c) would grant to WAA the status of consulting party in any Sec. 106 review of a project in or adjoining the GARUD. In addition, the same section grants a general right of consultation to the public at large. This is particularly relevant in relation to the gas station project which adjoins Freetown. Again, this parcel is within the confines of the GARHD. We understand that VDOT requires that the rights of way for the gas station and Freetown be consolidated to prevent additional traffic congestion confusion ?) at the confluence of Freetown and WAHS. Leaving aside the 3 Attachment E wisdom of approving any special use permit for a gas station that is literally next door to another (Brownsville Market) and across the street from yet another (Exxon), let us remind the Board (and the staff) than any road construction in this spot that involves any federal monies will require a Sec. 106 review. If this is the case, WAA reiterates broad definition of adverse consequences as cited above. In addition, the Board and the staff must carefully review the EPA - mandated permitting of underground storage tanks associated with any petroleum distribution facility. The Resource Conservation and Recovery Act of 1976 ( "RCRA ") (42 USC 6901 et seq.) is the enabling federal legislation that requires federal permitting of underground storage tanks. EPA has promulgated regulations at 40 CFR Part 280, 281 that require states to design and implement state permitting processes for underground storage that conform to federal regulations. The Commonwealth has such a permitting mandate. Tellingly, 9VAC 25- 580 -50, which contains the permitting requirement, cites as its statutory authority the federal EPA regulations (again, 40 CFR Parts 280 and 28 1) which derive from RCRA. Therefore, a Sec. 106 review is required for any underground storage tank in a NHRP- eligible location such as the GARHD. The state in this case acts only as an instrumentality to enforce federal permitting requirements. We would also point the Board to the very instructive Case Digests as published by the Advisory Council on Historic Preservation. There are numerous cases, including some in the Commonwealth -(see, for - example, the discussion of Bishops Run in Summer 2006) where the ACHP has in- vestigated development on parcels adjoining historic properties to establish that the indirect effects of such development may adversely affect an historic resource. This would clearly be the case if commercial development and the attending noise, traffic, light pollution, wastewater runoff was allowed next door to an important contributing resource (like Freetown) inside an historic district. In summary, WAA has worked hard to obtain appropriate recognition for the irreplaceable historic resources within the GARHD. We expect the 4 Attachment E Albemarle County Board of Supervisors, County staff and their various designees to do the same. Sincerely yours, THE WESTERN ALBEMARLE ASSOCIATION 5 Attachment E COUNTY OF ALBEMARLE PLANNING STAFF REPORT SUMMARY Project Name: SDP 2008 — 154 Re- Store'n Staff: Bill Fritz, John Diez Station Planning Commission: March 15, 2011 Board of Supervisors Public Hearing: (not applicable) Owners: Jeffries II LLC Applicant: Jeffries II LLC Acreage: 4.06 Acres Rezone from: NA Special Use Permit for: NA TMP: 055BO -00 -00 -00100 By-right use: This property is zoned HC, Location: "The site is located on the south Highway Commercial which allows a wide side of Rockfish Gap Turnpike (SR250),variety of commercial retail, service and approximately 0.78 miles west of its office uses. intersection with Miller School Road /Crozet Avenue (SR240). Magisterial District: Whitehall Proffers /Conditions: SP 2009 -34 Proposal: Convenience store with gas pumps Requested # of Dwelling Units: (if and office space.applicable) DA (Development Area): NA Comprehensive Plan Designation: Rural RA (Rural Area): Rural Area ;Area 3 Character of Property: The property is Use of Surrounding Properties: currently vacant.Surrounding properties include the Moose Lodge, single family residential, and various commercial uses including convenience stores with gas stations. Factors Favorable: The site plan meets the Factors Unfavorable: The entrance location minimum requirements for approval.and building design require modification. RECOMMENDATION: Staff recommends approval with conditions. STAFF PERSON: William D. Fritz, AICP PLANNING COMMISSION: March 15, 2011 SDP 2008 — 154 Re- Store'n Station APPLICANT'S PROPOSAL: Convenience store with gas pumps and office space. CHARACTER OF AREA: Surrounding properties include the Moose Lodge, single family residential, and various commercial uses including convenience stores with gas stations. PLANNING AND ZONING HISTORY: Lune 8, 2010 — Planning Commission denied a buffer waiver request and deferred action on site plan. November 3, 2010 - SP 2009 -34 approved. This special use permit allowed 1,625 gallons of water usage a day. COMPREHENSIVE PLAN: This site is located in Rural Area 3 of the Comprehensive Plan. REASON FOR PLANNING COMMISSION REVIEW: An adjacent property owner has requested Planning Commission Review of the site plan. STAFF COMMENT: This is a request for approval of a preliminary site plan. The Site Review Committee has reviewed the site plan and found the plan meets the requirements for preliminary site plan approval. Two topics have been identified which the Commission may want to consider: 1. Entrance Location 2. Building Design Entrance Location The Department of Transportation has provided the following comments: 1. Since the initial submittal of this preliminary plan, VDOT has implemented Access Management Standards that went into effect on Oct. 14 2009. These standards set the minimum distances that commercial entrances must be spaced at for different speeds and functional classifications of roads and can be viewed on the VDOT website at bli / /www.viri niadot.orroL cis /accessm; ,t /def ault.ast 2. The functional classification of Route 250 at the proposed Re- Store'n Station is Rural Minor Arterial with a posted speed of 45 mph. The minimum spacing for full access intersections is 1050 feet. 1) I. The proposed commercial access for Re- Store'n Station does not meet the minimum spacing standards from Freetown Lane and Forest Glen Dr. The applicant should attempt to consolidate commercial entrances to meet the spacing requirements. If the applicant is not able to consolidate entrances or meet the standards for any other reason, the applicant can submit an exception request to VDOT to allow a reduced standard. This exception would be evaluated by the local VDOT office and submitted to the VDOT District Administrator for review and decision. VDOT will also require a letter from Albemarle County in support of the exception in the evaluation of the entrance. The applicant has contacted the property owners that use Free Town Lane in an effort to consolidate entrances. As of the preparation of this report, the applicant has not been successful in those attempts. The applicant will need to continue to work with the Department of Transportation to identify an acceptable entrance location and design. Chapter 18, Section 32.7.2 of the Code of Albemarle states in part "the commission or the agent in the review of a site plan may specify the number, type, location and design of access points to a public street together with such measures as may be deemed appropriate to insure adequate functioning of such access points ". Staff reconunends that this provision be addressed by a condition of approval. That condition would require Virginia Department of Transportation approval and that the Planning Commission review the entrance location as part of the final site plan. Building Design SP 2009 -34 included the following condition: ""[The total building footprint square footage shall not exceed three thousand (3,000) square feet". The Deputy Zoning Administrator has determined that the building shown on the site plan exceeds the size permitted by the special use permit. The applicant will have to reduce the footprint of the building. The final site plan will not be approved until all the conditions of the special use permit have been satisfied. Additional Comments The plan has been reviewed by the Deputy Zoning Administrator and found to be in general accord with the plan submitted for the special use permit. The applicant has requested a waiver to allow the disturbance of the buffer to the rear of the site. The waiver is to allow stormwater requirements to be addressed. The waiver was administratively reviewed and approved subject to the installation of fencing as shown on the plan and the preservation of trees within the buffer that are 6 inches in diameter or larger. These trees shall be shown on the final site plan. Summary The site plan before the Planning Commission is a preliminary site plan and not a final site plan. The applicant will need to make changes to the plan in order to satisfy the requirements of the ordinance, the Department of "Transportation, the special use permit and the conditions of approval. While the final location and design of the entrance and the building have not been determined, it is staff s opinion that the preliminary site plan should be approved. If the site plan is denied, the commission shall set forth in writing the reasons for such denial and shall state what corrections or modifications will permit approval by the agent or commission. Staff opinion is that the necessary corrections and modifications are specified in the conditions of approval. Approval with conditions eliminates the necessity of re- reviewing the preliminary site plan and achieves the same purpose as denying the preliminary site plan with the necessary corrections and modifications noted. 3 RECOMMENDED ACTION Staff has reviewed this request for compliance with the provisions of the Zoning Ordinance and recommends approval of the site plan subject to the following conditions: The Current Development Division shall not accept submittal of the final site plan for signature until tentative final approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions have been met: Current Development Planner approval to include: a. Landscape plan showing landscaping as shown on the plan December 6, 2009. Except as permitted by the conditions of SP 2009 -34. b. Landscape plan showing location of all trees of 6 inch caliper or greater and including a conservation plan. c. Notation of location and type of pump stations and nozzles as limited by SP 2009 -34. d. Reduction of building size to satisfy the conditions of SP 2009 -34. The determination of building size shall be made by the Zoning Administrator. e. Location of signage limiting overnight parking. Overnight customer parking on -site shall not be permitted between the hours of 12:30 a.m. and 4:30 a.m. 2. Current Development Engineer approval to include: a. Erosion and Sediment Control plan. b. Stormwater management plan. 3. Albemarle County Building Official approval. 4. Thomas Jefferson health Department approval. 5. Fire and Rescue Division approval. 6. Architectural Review Board approval. 7. Virginia Department of Transportation approval of entrance location and design. 8. Planning Commission approval of the entrance location and changes associated with any modification of the entrance design or location. ATTACHMENTS: A. Vicinitv Map B. Reduced Preliminary Site Plan C. Conditions of SP 2009 - 34 D. Comments tro n the Deputy Zoning Administrato 4 55 -103F 55E -01-- A1 55 -103 55 -110 6135 55 -109A 55 -109B 55 -109 6131 - 55 -107A 6133 55 -108 55 -107 i5- 111 B 55B -2 450 453_ 55B -15A 55B -14 55B -3 430 421; 55B -12 417 55B43 55B- 4 411 416 559 -1 55B11 5 55B- 6 56 -9 06 S GIS -web Geographic Data Services www albemade org 434) 296 -5832 55 -106A4 200 Feet 55 - 10fi rom the Commonwealth of Virginia and Other Sources ATTACHMENT A March 5, 2011 Lepend Note: Same items on map may not appear In legend) 55 -104A1 55E -01 —A3 6082' 55E -01 —A1 55 -103A 55 -104A A °babes 6084 k° 5 -103C H GA p:( PK E 6013 556- 19C KFISRO 037 6059 55B -16 55B -17 55B -15 55B -16A 556 -1 6077 55B -2 450 453_ 55B -15A 55B -14 55B -3 430 421; 55B -12 417 55B43 55B- 4 411 416 559 -1 55B11 5 55B- 6 56 -9 06 S GIS -web Geographic Data Services www albemade org 434) 296 -5832 55 -106A4 200 Feet 55 -10fi rom the Commonwealth of Virginia and Other Sources ATTACHMENT A March 5, 2011 lilmxl unnaonnunx I lpluuglgV: Inlru4 nrnnnl Itl , Ipnll ° ° IM: Ilgh itnunxlnlll noxuwmmA ,111' 1141 llllfntlllhl„ nunxq on:usu Ip mmm. Inrunm Il, pnrltl. ... . II, I III II C1. 1 j1 Iq. Ip d i U1 1y ; II Ilt X 11 rl l tll I , i m I nu ' kll' luu I I I 111 uummunnul l hll ! I qulUnnn I Ip ll ljl I III nnmonnll 4u: 1 1 sI IISI b1 1 ! I'' I Ilnn. n: rouu6ll i hII II, I I 91 ,,UI I lllq I +I Ill lh,. Lxnnxinmue sill` 1 Illlplptlpd ,I I II.. 1 Ilyq lhltlxnnl' I IIII i liil. ill. iINll6ulilnp:'. 6 1 II' IIp11I7 IlhhlilxpltlUllp ! 7 1111+ all I j iI II Ihltl id ' i ALBEMARLE GOUNT"' r V TAX MAF 55B FARGEL OGtobor 15 200 I NDEX OF SHEETS PRE. L M I NAR SI PLAN AFPL I GAT Oil SDF 200 - 00154) SFEG I AL USE PERMIT SITE DATA: DRAWING NO SHEET NO. TITLE U ( IIII / II SITE ADDRESS, 6- 1 1 OF 12 COVER SHEET G -2 2 OF 12 NOTES 0-3 3 OF 12 EXISTING CONDITIONS d DEMOLITION PLAN C-4 4 OF 12 RTE 250 - ENTRANCE PLAN G -5 5 OF 12 SITE LAYOUT PLAN C- 6 8 OF 12 GRADING PLAN G -"I I OF 12 SEPTIC 6 UTILITY PLAN G -8 8 OF 12 DIMENSION PLAN C- 4 4 OF 12 DETAIL SHEET C -IO 10 OF 12 LAND5GAPIN6/ 51TE LIGHTING PLAN G -11 II OF 12 PHOTOMETRIC PLAN C- 12 12 OF 12 PHOTOMETRIC PLAN DETAILS DEPARTMENT OF GOMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER DATE BUILDING OFFICIAL DATE ARCHITECTURAL REVIEI^! BOARD DATE FIRE OFFICIAL SITE DATE AL13EMARLE COJNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF TRANSPORTAT DATE IGINITI' M/'-'-\ F 5GALE: V'= 2000' SOURCE OF SURVEY, 5GURCE OF TOPOGRAPHY, DATUM OF SURVEY, 00147TY, STATE, MA5I5TERIAL DISTRICT, TAX MAP REFERENCE, ZONING, SETBACK REGUIREMENT5, EXISTING 1. 15E5. PROPOSED USES, LAND USE SCHEDULE, PARKING SCHEDULE, WATER RESOURCE AREA, RESERVOIR WATERSHED. FLOODPLAIN, MAXIM. M BUILDING HEIGHT, 51GNAGE, EMPLOYEES. PROPOSED BUILDING 310' CDO0 Q FT. 1. 69 %) PAVED (OR GRAVEL) 53,' 106. 10 e2 F7. 94 %) OPEN TOTAL SPACE IT6, 99659 5Q. FT. (406 AcJ REQUIRED PARKING RETAIL (Usk PI—) 3000 6SF x 0. 80 0 1 SPACE/ 100 G51- = 24 SPACES OFFICE (2nd FLOOR) 5, 000 65F x ObO a ; SPACE/ 200 GSF - 12 SPACES TOTAL PARKING REQUIRED FOR THIS SITE = 24 .12 = 36 SPACES TOTAL PARK SPACES PROVIDED = 55 SPADES , 5 HANDICAP = 38 SPACES THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA THE SITE LIES WITHIN THE BEAVER GREEK RESERVOIR WATERSHED THE 517E DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT 15 35' ALL 51GN5 M.YT BE APPROVED BY ARB MAXIMUM R MBER OF EMP' OYEE5 - 10 TN i NP ENG 1 NEER I NG H V. 680 Ivvyy Farm Drt @ y Ghorlot "SVflle, Virginia 22G01 '® 434) 531 -7381 V W w k c 8 4 4 4 4 6 7l d Q Z z1 O 5 Q n zm > 11J V L c) - I v O 4. 71 lY j Q P rxy er wNP9neroe oru.w x wrt w 9neroe uer er w.rt u ealr wa CG- I OF 12 JEFFRIES 11 LLG P.O. BOX 910 CROZET, VA 22932 RE5TORE' N STATION 6115 ROCKFISH GAP TURNPIKE CROZET, VA 22 NP ENGINEERING 680 IVY FARM DRIVE CHARLOTTESVILLE VA 22901 TELEPHONE - (434 531 -7387 ROGER K RAY t ASSOCIATES, INC. ROGER W. RAY < ASSOCIATES, INC. NAVD 88 ALBEMARLE COUNTY, VA MITE HALL 55B - I HC HIGHWAY - COMMERCIAL FRONT - WILDING. 50' PARKING, 10' REAR - EUILDIN6, 50' PARKING, 20' NNDISTURBED BUFFER) WEST SIDE (ADJACENT TO RA ZONING) - BUILDIN6, 50' PARKING, 20' (UNDISTURBED BUFFER) EAST SIDE (ADJACENT TO HC ZONING) - BUILDIN6, O' PARKING, 10' VACANT COMMERCIAL (6A5 STATION t CONVENIENCE STORE) P4. 11 ed 'Ujlcf, t', r e ia",y fn Ib24cpd II rgFer uaay l e. Aell rater b rnfrV; led to Ibb ImL Ybll bni ba ttptxed to GardFm tao (VLater eo,RVe for o, dvq ng b re ' "- 01 atwm water) VDH Sewage Dbpoaci Spl cc etr„ctlon Pe t 01-096911 -d Sept 16, 2009 for Rem qa MENT B 8 9ou, E m Y haus c a SITE e, ntptk. T e SOURCE OF SURVEY, 5GURCE OF TOPOGRAPHY, DATUM OF SURVEY, 00147TY, STATE, MA5I5TERIAL DISTRICT, TAX MAP REFERENCE, ZONING, SETBACK REGUIREMENT5, EXISTING 1. 15E5. PROPOSED USES, LAND USE SCHEDULE, PARKING SCHEDULE, WATER RESOURCE AREA, RESERVOIR WATERSHED. FLOODPLAIN, MAXIM. M BUILDING HEIGHT, 51GNAGE, EMPLOYEES. PROPOSED BUILDING 310' CDO0 Q FT. 1. 69 %) PAVED (OR GRAVEL) 53,' 106. 10 e2 F7. 94 %) OPEN TOTAL SPACE IT6, 99 659 5Q. FT. ( 406 AcJ REQUIRED PARKING RETAIL (Usk PI—) 3000 6SF x 0. 80 0 1 SPACE/ 100 G51- = 24 SPACES OFFICE (2nd FLOOR) 5, 000 65F x ObO a ; SPACE/ 200 GSF - 12 SPACES TOTAL PARKING REQUIRED FOR THIS SITE = 24 .12 = 36 SPACES TOTAL PARK SPACES PROVIDED = 55 SPADES , 5 HANDICAP = 38 SPACES THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA THE SITE LIES WITHIN THE BEAVER GREEK RESERVOIR WATERSHED THE 517E DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT 15 35' ALL 51GN5 M.YT BE APPROVED BY ARB MAXIMUM R MBER OF EMP' OYEE5 - 10 TN i NP ENG 1 NEER I NG H V. 680 Ivvyy Farm Drt @ y Ghorlot "SVflle, Virginia 22G01 '® 434) 531 -7381 V W w k c 8 4 4 4 4 6 7l d Q Z z1 O 5 Q n zm > 11J V L c) -I v O 4. 7 1 lY j Q P rxy er w NP 9neroe oru.w x wrt w 9neroe uer er w.rt u ealr wa CG- I OF 12 JEFFRIES 11 LLG P.O. BOX 910 CROZET, VA 22932 RE5TORE' N STATION 6115 ROCKFISH GAP TURNPIKE CROZET, VA 22 NP ENGINEERING 680 IVY FARM DRIVE CHARLOTTESVILLE VA 22901 TELEPHONE - (434 531 -7387 ROGER K RAY t ASSOCIATES, INC. ROGER W. RAY < ASSOCIATES, INC. NAVD 88 ALBEMARLE COUNTY, VA MITE HALL 55B - I HC HIGHWAY - COMMERCIAL FRONT - WILDING. 50' PARKING, 10' REAR - EUILDIN6, 50' PARKING, 20' NNDISTURBED BUFFER) WEST SIDE (ADJACENT TO RA ZONING) - BUILDIN6, 50' PARKING, 20' (UNDISTURBED BUFFER) EAST SIDE (ADJACENT TO HC ZONING) - BUILDIN6, O' PARKING, 10' VACANT COMMERCIAL (6A5 STATION t CONVENIENCE STORE) P4. 11 ed ' Ujlcf, t', r e ia",y fn Ib24cpd II rgFer uaay l e. Aell rater b rnfrV; led to Ibb ImL Ybll bni ba ttptxed to GardFm tao (VLater eo,RVe for o, dvq ng b re ' "- 01 atwm water) VDH Sewage Dbpoaci Spl cc etr„ctlon Pe t 01-096911 -d Sept 16, 2009 for Rem qa MENT B IMENT B GENERAL CON5TRllCTION NOTES FOR SITE PLANS GENERAL UTILITY NOTESI. Prior to any construction within ary existing public right -of -way, I. Contact M155 Utility I( 800) 552 -'1001 48 hours prior to any radlnq or digc7lnq to have und ncluding erground utilities marked.i connection to any exist road, a permit shall be ob ainad from the Virginia The contractor shall verify all utility Information prior to cons 'to Incl de Eype and sizes o - f pipe and services toDepartmentofTronsportatlonOT). this plan as drawn may no. accurately re act the his own satisfaction. requirements aF the permit. Where any dl5creponUes occur the requirements of the permit 2. All existing utilities shown on this plan have been taken from available records. The contractor Is required to dig testshallgovern.Its N advance of trench) In order to determine the exact location and elevation at crossings. If a conflict Is2. All pavingq drainagqe related materials and constrvctian methods shall conform to current discovered, notify NP Englreering at 434 - 531 -1381. Prior to beginning Installation of utilities, contractor shall verifyspoftheGltyofCharlottesvilleunlessotherwisenoted. Ill t ndstandards Inverts at all connections with existing utilities prior to pvrchasinq or ordering any precast structures.3. Erosion and siltation contra! measures shall be provided !n accordance with the approved 3. All hydra locations to be approved by the Albemarle County Fire Marshal prior to final approval by the county and ntherosioncontrolplanandshallbeInstalledpriortoanyclearing, grading or ohydrant are to be Installed according to standards.construction.4. All blasting requirements to install utilities shall require a permit and shall be performed In accordance with the Albemarle4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum County standards and the prolIeot sparIPlcations.allowable slope Is 2: 1 ( horizontal: vertical). Where reasonably obtainable, lesser slopes 5. All storm sewer shall be cons'trvcted In accordance with VDOT specifications section 302 and section 240 and as LQ 1 _ Q of 3. 1 or better are to be achieved. spe perform on the drawings.5. Paved, rip -rap or 5tablllzotion mat lined ditch may ba required when, in the opinion of the 6. "the contractor Is req uired to all tests required the Albemarle County y5ervlceAuthority to securetheEngineers, or the Englneer 's designee, It Is deemed necessary aaceptonre of all utilities.In to drainage iv order stabilize a channel. 7. All concrete used In utility construction shall be 4000 PSI concrete In accordance with DOT specification section 219.6. All traffic control signs shall conform to the Virginia manual for Uniform troFflc control Devices. 8. No plantings or erection of other obstructions shall be made within ten feet of any fire hydrant. 1ZW 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Glass III. D. All excavation for underground pi pe installation must comply with 05HA Standards for the Allq. ll utilltles to be placed under existing county streets must be bored or )asked unless speciFlcally approved otherwise noted on the plans.Construction Industry (29 GFR Part 1936). I0. For utilities Installed under roadways and /o r easements planned for future roadways, ackf111, shall be compacted4. The location of existing utilltles across along the line of proposed work are not to not less than 95% of maximum density; In accordance with VDOT specifications secb tlons 523. 03, 302, 303.10 and 200. 02 rnecessarilyshownonntfieplansandwheree shown are onlyy approximately correct. per P. F.M.The his Initiative locate linescontractorshallonownallunderground and structures as necessary. II. A l0 -foot horizontal separation shall be maintained unless otherwise specified between all water lines and sanitary sewer10. The contractor shall verify the locations of all boundaries, buildings, vegetation and other pertinent site elements. lines In accordance with state health department standards.II. The contractor shalt be 'responsible for notifyinn M155 UTILITY' 1 -800- 552 -7001 to any excavation.prior 12. All concrete within the public right of wo shol% at least 3$ 00 psi. 13. Prior to any construction, Gontractor shal l Field verify all existing conditions and notify the owner of any dlscreponcles. k GENERAL NOTE- 5 NOTESI. Areas on which fill 15 to be placed shall be cleared, grubbed, and stripped of topsoil. 5011 materials shall be SITE PLANfreeof I. All N q drai a related materials and construction methods shall conform to VDOT currents edFicatlons and standardsdebris, roots, wood scrap material, vegetation, refuse, soft unsound particles and frozen deleterious or p f nag p 2. Site lightng Is shown on theobjectionablematerials. The maximum particle diameter shall be one -half the lift thickness. Maximum particle photometric plan. diameter shall be one -half the lift thickness. Common fill material shall be unclassified Sall material with the 3. On -slte dumpstar enclosure will match the proposed building. 4. The location of existing utilities across or along the line of work are not necessarily shown on the andcharacteristicsrequiredtocompacttothesoildensityspecifiedfortheIntendedlocation. Barkflll and fill plans material, A5TM D 2487, clas5lfic. tlon GW, GP, GM, GG, 5W, 5P, SM, SG with a maximum ASTM 04318 liquid where shown are only approximately correct. THe contractor shall on his own Initiative locate all underground lines and limit of 35 maximum ASTM D 4318 plasticity Index of 12 and maximum of 25 ppercent by weight passing A5TM structures as necessary. D 1140 No. 200 slave. Select material A57M D 2487, classification GW, GP, 5W, SP with a maximum of 10 5. The contractor shall verify the locations of all boundaries, buildings and other pertinent site elements. weight possing A5TM D 1140 No. 200 slave. 6. All site drainage Is to be diverted Into the stormwater detention facility (rain tank).U 7. Pavement color Is to be whita (except blue morksnnggs shall supplementc morkM2. Use sale. materlol under buildings and structuresi use fill and backflll material under parking areas, roads,whlta markings for spaces for with dl5abllfEle5).sidewalks, and other concrete and paved svrfaces; use common fill material for general site grading. Place material parking persons In maximum 6" IRS. 3. Compact layers of fill to 95 percent by ASTM D 698 beneath pavements and walks Including areas that may be used for future construction. In other unpaved areas compact to 90 percent by A5TM D 698. If the den5ltyf the adjacent soil Is more than the density specified then compact to a density not less than the density of the adjacent soil. 4. The structure tops are to be set after fine ggrading Is finrshed to avoid unnecessary rework 5. All Finished gqrrading seedingg and sodding shaTI be done In such a manner to preclude the pending of the water on the Eo the buildingssite, particvfwrly adjacent or storm Inlets. 6. All streets outside public rights of way are to be privately owned and maintained. 7. Contractor Is to verify that all utilities i. e. water sewer, gas, electric, telephone, cable, etc., are in place prior to construction of subbase and/or paving. 8. Proposed underground utilities such as electric, telephone, cable and gas, which serve this facility, shall be located g g g kwithaminimum5 -Toot separation from ppublic water mains and sanitary sewer. 9. Cut and p atch work In existing public streets must be performed in accordance with VDOT and Albemarle county Standards and specifications. 10. To the best of our belief and knowledge, there are no known gravesltes on the subject propertyy. II. These plans and profiles and all the new construction with this plan shall be In accordance with t a current approved Albemarle county service authority' s general water and sewer construction specifications, any amendments thereof and the E standards and specifications of VOOT.y 3 d 9 SUF 200q -00054 Recl uirernents bee w.b« n««m a ., m. dw,. emd.mmm . wn Win`„ ';'.<.m.,:. `, ,.">'Wma. ".:a dn zLLI vK d•' b'd ew mwmW,nlm,VwmmmtnWl•bwbe CO,AT'OeALbp1A0.e2 Pm NOr* n' m'] LOmei Ibw< we C mmwiry y< bdmul bMen1Y. LPLZ cwmuo.m.,vMw a »day » »,tl• r mbm„ a ' fc Q W i Ww Mm<W»kPwm Pw,b. yl^ iV O E upd, na• um A' m u , mbwed><PE3idlLN niAmb Fm•,m OAE Y Wdo-rY.laNp a »a 5' b < rwWl,> a 0. w Ynvbw^dbYb ru•<I,en px•nemw pxeMlw mwn•x••W wiw I W M Xpn r. P. vtx Wp y m9, w G . m aben • •wtlNUU, rm•rm m<rwtl mraenn• l.L a Q m awe m w m wmwm m Wba iwW MMh»s•1.wWnvbi.w W CannCMw.. 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G oe rem "5 mwv•< men nA<i,ad vtldwYwplm, <•YO nr ryr mwwu Nnnu e mamaewrsam<mmr - d• oµptio. blrwae<vbn Ama( n+ Sae h RL 6T! uae r =eo' Cewry b,W m dapwrbe+ »w mgwn» w wxpwum• ra< w.' md.••ppurtl •bar, m•Y I• wrwry mqn undlu i w<.n.,wwb• mr. bw "»•w,W,m<ewddd• nw. b» d»•1, nx wrda.•; wmp w wb. bnd." w G ro u w '`tl <w .It ialwbi D. PWIl 2, ATTACI IMENT B w s 4 4 4 4 8 8 R z g Z z - z LIJ F Q > z 10L orvvw o P z QQ Z w w E30r 12 PNM` J v `"" m „ Lp en d5 truLt t6 pQ or 8mo t ilt t Pg , Di de e< rW 31 add e dt under p' , yt a+'.M. y oo 5 yur' eoe m \x to mix 2 5 M` 250 \ntEfmO6 ro© Ae y 0 WOO ' 0%) csx` .R v Ert nPIC O 670 N S GTpN ratty e are 2 fh® mtlt5nto b8 ,gd k. GG p \yka g yie5t s yt0 Ots prd• me et m 51"" a0 ^ y ta d y npt av 00 t k Jg ® d ©R y tg N Y'V 8C 'aNvf s' I r BLUE ltN y ^'' PAlttf 1 V 2 0 c, go w,us x K P B O f ' lo2 14 iM z 'l01 x F--• r r S I r i 1 n I u I r rI r r I I ,r 1 1 1,r ^ e I 4 r f e 10 it I • ® I Q 1 I x p, ddttional ' , + x I r Dralnfield x r w m r , r 1/ r i GRAPHIC SCALE 60 90 0 30 k. l ' z 04 B HMENT B PINJ _- - - - - -- -- • WA TER - 8111E PAINT PROJECT X23- 6 (PLANS PRO D 250 (I l0 GRADING NOTES FOR THI5 PLAN 1. 5eptic fields are to be Installed pricr to grading. 2. Surveyor to locate dralnFleld corners to any site work commencing.I' , z U. S. ROUTE prior IIZON FOUND G4Y .. I - e'. rf rru. I fB` XP Fxterolon INY , __ -- POL I 1 S rheacWcll .OUT= I- = 902 U Gcntratcr tv ver•RU/bcate boM or 17 GM /a• ` I 1— ` A I I I I79tW. E° IvodralL • IIM dnS I I II // 1 , 4" b "I a rellla+e 5' v 4/ bcoteal trWarn! vd ° dlkh f aIB'yJpa. --- - -g' I I II , '. O Fz Dralnfleld G I I Im, I 1 I I I// 5tla1 _ 1 { rIJ I 1 / r xl 1 U '• I I r p I I l ' r I ---- ..- :i;. r:: r: rF i• i: `z IN r• -: .`. jIv.: i I A +:i I' L ?.}i'/ ! x l fy /-ht , ICRITICALX ' FSLOPES +`: u, ; r 02555) + - : I q.}::ftyp.) i :;. /.. ` r 1 f tc st m . . ++ 1 O I , }:•: t' , r. r::: Q O LLJ 2 X IL OL Q<mi l a W I W LI' I I' I L r III ' I 1 y Od°Im (X DAID LO • 1 r (Pr , , . - - - - -- 1 1 ;I - - - - - -- II1' f ,'' Wolf • _ - r I` 4b' 25" W330.1OFt GRAPHIC SCALE 1' 30• am I I 1 I 1 K INWb, D. 2304Can. 117.09230{ 0 30 60 90 ATTE HMENT B 698.10 PAINT 50 I 10 I Wr- 2 U 11rU. S. RO awns xree/•re,_ fH` AOP 6cFerobn NV .. •\ -- ___.oav POL h 4/hoodwnu = R66 °45 E 389. 23 I Irly + 70253 4 T 1 1I Im,:. l 1 - - t iil 1 It - -_ - -- Drainflelc 1 N It\ ______________ 1 111 1 ; - _ I III I - - - - - -- I II I 15wc 111 I, 1 rll v 1 II I / Gtl b Pwr I I I 1 1 1 1 1 i IX 70n. I "L:111 IV II :IIID y.. r i4iwtai '.. ..;r• jn r « . i ir q? I n3. n 9 ,p`UISLi 4 ilcvrG21F Y. yam__ °elwan _• ? nan,c. r 1wIG4 FSIr.7 z_ m•1ersene.n. t o C . .ia4' A . 11 - 1 m x IL9P 4 :tlF` /Li1L' - 1 t t yyt 1.9800 NA A+ C • 9pC0 N) I J J I , Atlantis D- RAINTANK- - PARKING LOT D ESIGN ll r '•1 I 1 I +t f I ,I 1 1 11I I i CRITICAL *• SLOPES 11251** I I I' ' 1 x + I LLJ , % gTO SWF"f , FA, 1[ I Cr 2 a i 11'ertnK IOI O; ri_:'s: =; H 0 36 Wefl 3 1 a t WXG) RVA lRDN FOUIID 1 /I1 I Y I I n 11fI I m/ I 1 i I , 1 0 1 • ` 1' I: 1 T ha a:I l: 1 I ll 1:. 1 1 . 4: f:• h: 1 fp m (. „•., '. 2 1 rainfl yy _ 1 I Dffi' WR I I I Q f b 1 1 I I tt 1 1 1 II I I 1 l \ I ! ' // ,,' -- bio -- -_•- \` -, - "' f °4 B' 25 " W 33O. 1Oft ` r ` 11 r RAIN TANK PARKING LOT E1.EV = 'iO2' (MIND TOP ELEV = 6g4.O' 6OTTOM ELEV = 68G. T GRAPHIC SCALE 1 - -30' D 30 fi0 9D W w 7— LU J Oif) W Q Q v N LU N CD X Q r pr7wm Df tMiC w nnetee w alaoD G[GI® N' iMTC RL mlr G- 7 na P• o. ILT ATTACHMENT B TN L 7 K H*.rkl D. £silt n CM.. V. 00=4 1 SEPTIOXTILITY NOTES FOR TH15 PLAN I. Kitchen and sonitary pplumbinqq to be separated. 2. 5800, fields are to be Insta prior to grading. 3. All site development runoff from Impervious areas to be directed to the rain tanks. ISJ UI C i-uq Si.( u •L Movw= :n' aF r85 b15S( 1Zr 0- nC oR' Iv1 IiiPSrl y.. r i4iwtai '.. ..; r• jnr « . i i r q? I n3. n 9 ,p`UISLi 4 ilc vrG 21F Y. yam__ °elwan _• ? nan,c. r 1wIG4 FSIr.7 z_ m•1ersene.n. t o C . .ia4' A . 11 - 1 m x IL9P 4 :tlF` /Li1L' - 1 t t yyt 1.9800 NA A+ C • 9pC0 N) I J J I , 0 1 • ` 1' I: 1 T ha a:I l: 1 I ll 1:. 1 1 .4: f:• h: 1 fp m (. „•., '. 2 1 rainfl yy _ 1 I Dffi' WR I I I Q f b 1 1 I I tt 1 1 1 II I I 1 l \ I ! ' // ,,' -- bio -- -_•- \` -, - "' f ° 4 B' 25 " W 33O. 1Oft ` r `11 r RAIN TANK PARKING LOT E1.EV = 'iO2' (MIND TOP ELEV = 6g4.O' 6OTTOM ELEV = 68G. T GRAPHIC SCALE 1 - -30' D 30 fi0 9D W w 7— LU J Oif) W Q Q v N LU N CD X Q r pr7wm Df tMiC w nnetee w alaoD G[GI® N' iMTC RL mlr G- 7 na P• o. ILT ATTACHMENT B TN L 7 K H*.rkl D. £silt n CM.. V. 00=4 1 SEPTIOXTILITY NOTES FOR TH15 PLAN I. Kitchen and sonitary pplumbinqq to be separated. 2. 5800, fields are to be Insta prior to grading. 3. All site development runoff from Impervious areas to be directed to the rain tanks. ISJ UI C i-uq Si.( u •L Movw= :n' aF r85 b15S( 1Zr 0- nC oR' Iv1 Ii iPSrl y.. r i4iwtai '.. ..;r• jnr « . i ir q? I n3. n 9 ,p`UISLi 4 ilcvrG21F Y. yam__ °elwan _• ? nan,c. r 1wIG4 FSIr.7 z_ m•1ersene.n. SIR101 C5nc9l cnrM' n .. ? - ". ' " ~` T,' r% o C . .ia4' A . 11 - 1 m x IL9P 4 :tlF` /Li1L' - n- it -- "tIy -II - I 1 1 1I I ll J, fl =1 Ilk t n- n t - g r lii =b= == n11 5 y i- I - Ti = -(•• , 7, r' Si n = n n5 a i lY=' n u- ur w r =n= l= l- cl r - n =r =n =n _ notr iT, I, ?' I - n- it -- "t Iy -II - I 1 1 1I I ll J, fl =1 Ilk t n- n t - g r lii =b= == n11 5 y i- I - Ti = -(•• ,7, r' Si n = n n5 a i lY=' n u- ur w r =n= l= l- cl r - n =r =n =n _ notr iT, I, ?' Atlantis D- RAINTANK- - PARKING LOT D ESIGN THIS Pt K atop only. They are not go ement markings. DIM.= 1FlG 'o, @ntr ang a, th 5 of curb.N5tON 2 @ Icitt OF tensi0, sare to the Baca 3. Gum GRAPHXC SCALE o 30 66 90 z z z z AT" CACHNIENT B COIA31NATION 4" ('J.RR GtJ7 tl ' A 4" - 4, 000 PSI GONGRETE T T A tl STPNDN20 6" CURB COIA31NATION 4" ('J.RR GtJ7 tl ' A 4" - 4, 000 PSI GONGRETE LEVEL SPREADER PERSPECTIVE VIEW Swrtr = M III - 03 G- 140754 I nut.- COMBINATION G" CURB & GLTTER LEVEL SPREADER PERSPECTIVE VIEW Swrtr =M III - 03 G- 140754 Al— hZ' Ma Intentionally Left E31onk 4" - VDOT #21A BASESTONE GOMPAGTED 5UE36RADE C, E3R=10 TO BE FIELD VERIFIED BY GONTIRAC. TOR SIDEWALK DETAIL Construction Joints to be 6' 1/ 4" wide, P drop Expansion Joints to be 50' o. c. or less Light broom Finish 2" 51- 1- 12. 5 surface mix 3" BM- 25.0 Intermediate mix 4" - VDOT #21A Ease stone GOMPAGTED 5U136RADE C, E3R=10 TO BE FIELD VERIFIED T)' PIGAL ''LIGHT PIJT` Y' PAVEMENT 5EGTION ALL PARKING SFAGES) 2" 5M- 12.5 surface mix 3" BM- 25.0 intermediate mix b" - VDOT #21A Base, stone GOMPAGTED SUE36RADE TO BE FIELD VERIFIED T' rFIGAL "HEAVY DUTY" PAVEMENT SECTION ALL TRAVELNA' rS) 7" - 4, 000 PSI GONGRETE 4" - VDOT #21A BA5E5TONE GOMPAGTED 5U567RADE GBR= 10 TO BE FIELD VERIFIED BY GONTRAGTOR DUMP5TER PAD GONGRETE PAVIN6 DETAIL Construction Joints to be rg' o. c.., 114" v4lclp,, I" deep Expansion Joints to be 50' o.r-. or less Light broom finish f 5 K *1 A %Ikk. AlE) F2 - 1 z zJ LLJ D- zZOm j T . 1 aj lu x MXI < 1--- w qllb/ SLILG I" 01 rLm G9 IA/ tENT B INJ __ _ ' _'-- •-T• -- _ - , TER T ER 00' _-- - - BLUEBLUE1 - - - - -- ,' PAINT " PROJEG U. 5. ROUTE 250 t 702_ I4 IC OONN I Fb. WD I 1 1 I 1 n n It I t tQ I I 1 I n 1 1 11 I IW ulII 11 1 lI- I I I erl I ° I 1 O I I 1 ; 1 1 I, r 1 I , 1 I I 1 , i I i I t s 1 r i o . r 1 I l O I 1 O Itw Hvp v ° o , Abell I i Isle d e' wrl 1 1 Ir O "- I q pp VD 1 1 Y 1 / 1 ' V. D. O_ T IRON tas.s xt x nIal,„ 1 tk, gs FOUND 3 -k- L P OLE pK er ' N86 °483E 3 3F - - 1 n , ' u , 1 II r I ' 'M1U law flml% \. r O 1 N n ° primly.CZ) eed t I I o6 ono o I o O O ^ 00 O 000 000 / o Q,_ 1 O` \• •: ` I I , ' ,ulj• III 0 IIIIIIIN ,r I, p' 11 -P110 I 11 a aka: I I I I 1 I I ` LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown. 2. Planting shall be limited to the period between September 15 to November 15, or March 15 to Mayy 30. Landscaping shall be seeded and planted during the first period following completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 10055 of all plantings shall survive for a period of one year following planting completion. 5. The contractor shall furnish nursery grown plants conforming to AN51 260. 1, with healthy root systems developed by transplant( ngg or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, Injuries, abrasions and disfigurements. 6. Nursery stock shall come from a local nursery or be adapted to local growing conditions and be guaranteed by the nursery as such. 7. The contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. No accessory structures or mechanical equipment shall be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. Tn GRAPHIC SCALE 1 " -30' K aMllabl D. FbrkM 0 30 60 90 Z W 0 4 4 4 4 k 8 i 8 Lh LU Z p? w g UJ m X aam er aAl! w 9nB/ oB a w MUM ter. wa - rlao.eer - ' 0 plant LAME 90,11 , b ffil'.aJA ender U• ven V—' heel Y— Lkaa 35' (d. B , B 443 4, 1e b ACERnWn'A,OIn1 Ma' Nliifll FlJtE f+®WRB ZS'rd, BIB Di b tlutda ftL1'SNK KY.4lx7D BIB 04 7{f xr•YS n W" el tt.uo rn 4'a K Ba B 29 BNB Lane IS' -TK crPm.«, a Bil B Ph. eyAedrb 5=14 PR 4'-5 K Ba B b !0 eraffi M AB9.IA gtMbe 61D55YAffilA N'17 H \93297 TmK R' IaB MENT B R, -Stash 5tatbn Schedule, arf B7U WE CAeON IK`£Blff CM I!€A COr?'3UEf 0 razded) eelzaede 10% bb g -voter Baal Moodlltl eIW area. 6aeeds recNfemxlta Q 4 5" A—Lode RaquYnrtnrl!Frontage or Mae Psq Yrod Tcfal Provbed Calnlwda 5treetel; ape Pr L111e Ad to Rt. ZOO I LLpp 5hacb TrroeAO' I M6d. Trset/ 40' 213 LF avdid°b redxetl do W eeptK Ibl ID IO Total of 24 8 Ped. Itlla,psned 6 Orrarontal yypp Trnea mb 95' C.I. t6tl. Trees MI 3D Ld. ParkFlg Aretu Itllerlor Po khg Slnde T /10 O.L.B6' ntYl s' 40 Sp— Ge!4 13 Med. EJlade ParkYg yea trees IJnll Ln Ew+ geero PbntYl9 4'3' OL. scrroensty Abrg Ybet Abtg south et 5uroensg Lamlerobl at bauldrsy arlgl RA 32.1.9D use Ht Sprth Ybet • fioN71 : 26 R' h'ocy Fanr level a Ybet, vtbl .,ovtlt ab Pm 31 Screen Trees Is 5— n Q,ehee FAxtu'e of ScreenFlg Evarg'eeres 1 tlabb ferlohg Tree Cglopy Ents'e site 10%Tree Lon ulvMCb tforLee 51te Meo b IIp00 e! 10% IpOV of Lotopy prodded Ippvx. 12,708 of cttopt rtIYJ, I Mae or - 4WS OU dd,ated Per' 37.I.9.9 W LANDSCAPE PLANTING NOTES I. The planting layout shall be consistent with the layout shown. 2. Planting shall be limited to the period between September 15 to November 15, or March 15 to Mayy 30. Landscaping shall be seeded and planted during the first period following completion of site development. 3. The landscape plantings shall follow the planting schedule. 4. The contractor shall warrant that a minimum of 10055 of all plantings shall survive for a period of one year following planting completion. 5. The contractor shall furnish nursery grown plants conforming to AN51 260. 1, with healthy root systems developed by transplant( ngg or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, Injuries, abrasions and disfigurements. 6. Nursery stock shall come from a local nursery or be adapted to local growing conditions and be guaranteed by the nursery as such. 7. The contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. No accessory structures or mechanical equipment shall be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. Tn GRAPHIC SCALE 1 " -30' K aMllabl D. FbrkM 0 30 60 90 Z W 0 4 4 4 4 k 8 i 8 Lh LU Z p? w g UJ m X aam er aAl! w 9nB/ oB a w MUM ter. wa - rlao.eer - ' 0 plant LAME 90,11 , b ffil'.aJA ender U• ven V—' heel Y— Lkaa 35' (d. B , B 443 4, 1e b ACERnWn'A,OIn1 Ma' Nliifll FlJtE f+®WRB ZS'rd, BIB Di b tlutda ftL1'SNK KY.4lx7D BIB 04 7{f xr•YS n W" el tt.uo rn 4'a K Ba B 29 BNB Lane IS' -TK crPm.«, a Bil B Ph. eyAedrb 5=14 PR 4'-5 K Ba B b !0 eraffi M AB9.IA gtMbe 61D55YAffilA N'17 H \93297 TmK R' IaB MENT B razded) eelzaede 10% bbg -voter Baal Moodlltl eIW area. 6aeeds recNfemxlta plantings shall survive for a period of one year following planting completion. 5. The contractor shall furnish nursery grown plants conforming to AN51 260. 1, with healthy root systems developed by transplant( ngg or root pruning. Trees and shrubs shall be well shaped, fullt branched, healthy, vigorous stock free from disease, insects, larvae, and defects such as knots, sun scald, Injuries, abrasions and disfigurements. 6. Nursery stock shall come from a local nursery or be adapted to local growing conditions and be guaranteed by the nursery as such. 7. The contractor shall clean the topsoil of roots, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ARB NOTES I. No accessory structures or mechanical equipment shall be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. Tn GRAPHIC SCALE 1 " -30' K aMllabl D. FbrkM 0 30 60 90 Z W 0 4 4 4 4 k 8 i 8 Lh LU Z p? w g UJ m X aam er aAl! w 9nB/ oB a w MUM ter. wa - rlao.eer - ' 0 plant LAME 90,11 , b ffil'.aJA ender U• ven V—' heel Y— Lkaa 35' (d. B , B 443 4, 1e b ACERnWn'A,OIn1 Ma' Nliifll FlJtE f+®WRB ZS'rd, BIB Di b tlutda ftL1'SNK KY.4lx7D BIB 04 7{f xr•YS n W" el tt.uo rn 4'a K Ba B 29 BNB Lane IS' -TK crPm.«, a Bil B Ph. eyAedrb 5=14 PR 4'-5 K Ba B b !0 eraffi M AB9.IA gtMbe 61D55YAffilA N'17 H \93297 TmK R' IaB MENT B MENT B LUMINAIRE LoGArIONS No. LLobel XX Y Lccatlm Z 11.11 00•bnfotbn TTI! i BB 7761A 9976b 770P 7 a Rb Curare Ll_F Yi]!ta 1P000LAbaoi•, a 1 410 N.X3 IDOROLAMoYRe 1- MO SR4 FNLK.TJ ALKI 7DODCLAI Ue DO 410 SR4 HJOLT Wi- I. ALL F00TGARME Li ARE INITIAL, MRS DO I.I.P. 1. ALL FOOTGANDLE LENES ARE I•EAYIgD AT GRADE 9. All UMNAIRFS ARE Ig AND INTM0HATIOHAL DAFK:KE15 FULL CUTOFF WTH HORIZONTAL AND FLAT 6L 4. THE ATTA FRLFOfD LAYDUT 15 RRI=-'81TATTVE OF C91Y TIE PRO 115 ANY SLESTITVTONS M D ATIC,6 FROM THIS LAYOUT "LL RI 71E CpI1RALTOR 5. EAG17 Qli[xgZ LUMNAIF E IR W7HI A LAIT• THAT EMITS 5POO M NYJRE b. TIE SPILLOV13t CF LISHIIN6 FROH LLFIINNRE5 ONTO Fi1BLIG ROAD5 AND PROFE7ZTT 7. THE BOTTOM OF TIE CANOPY FIXTUWL ARE TO VE FLUSH WTH THE CANOPY CE9.IN6. LA'9' L15T IN'fFE t INAIR£ 5GFED,A-- TO Rlyr AND FFS IT SAM TO ALBB•ARIE G01liY FOR WAFI/ Ala CDI•lBii, INITIAL. LUH325 SHALL 5E A FIA.L LVTfiF 1J1I9NNRE IN RE511X OR RR.V. ARFA5 ZONIN5 DI5TRIG15 5HN1 NOT EXGI 142 FOOTOAtID - A 7 TH Cp V 7 D. l9erwD n B2i. N7. WP7/ I t v W w w 700 7 LUMINAIRE SCHEDULE SyiWl Lmel Oty Cotelog /4rber L' aecrstlrn (mp A 4 •i Z3 ALX SIZe2_ Fw 1101 Fi y15-13- W- TI d3 B 7 N.X SIra2 Fwr IIOW &'3'- c lNOLT T e478000L G 1 I "vn1v AUQ AlX S,_2 18GOOL. 5R4 - py 7H000L Fw IIpY "I- HNOLT HIS •1119 Id L19nnh ACED FLED 1000 LL1•BI 6' OtE 95 -Y/ATT LLMLID D `•N Wit GAR AJ'HtfI1RE 5611 Lm, I J 11 y D. y Ta 0 be bA h A, R.'1 Ill Yi 91 Ai 1u ba ,A Ds to ti Ra V to ho De Dl 1 v >n b p Di a Cv/'im i6' 7bvMdrnp rn, D-]4 >e 9, •tbA' 'tsa SD D'ID .' • .. ITS Da D47 n : di b ro] V- i4 . i b]w . ' • • > e ,c] 111 td v J} •. D 47 y.i3m D454 I b> L.• W U D, M FD2 Y 1 M ha ba be b, m w v m O u II o Ya v >A >, be a D.1 L, Y, >e Tr EA ] ti bw b] bl bw to 11 ho 7D be bD W blrY,, 10D 220D 11693 DDD 4 AA 33391 3309b 110D 330D DD60 OOD S AA 77733 9 0 700 770A eeDP oon b HH rrM7 9971. 4 7700 2 AN DOWLIbNf 3 R66 Im 9D5 T BB n I•NOLT sFecLLAJx TR,n s3ooK Fos.b AlJ9J 6 10.1 ooP D BB 1199.4 11143 220.0 1100 999.9 OOD 9 BB SSIDS 773.4 7700 7 0.9 O 4 tl IO DD 9 4 4 4 4 6 70D -00.9 0 Z 7 H A 3 II. II G I Dt 1.1 ' I(` 0 ., =. '0 3 4 0.9 D225205. .5. 18. 0 I 3 I d 1 -2416 D _ ib Iq. 4 aY s a • 21. 6 20. 3 1 _ ._ 00. D 8.' ' D -20 D -22 b s' 2. 4 D -25 CJ - i'! I1. 5.a . =1., Ib.- 1.q "155 a •,I .q I, • OI q D -i ( 7 15.6 sal I. I 8. b.b 11.4 (] a1 5 5. : B : . 0 „ D -14 11, - - 4 % k2 .o so 95 • =tq 145 ' • D - 42 .0 b.5 ,.8 a2 .4 0 . 18 - 5. 0 0- 12 8. 0 f19: • e .p s., 2. 9 5. 0: 8S 3. ' 8. 8 is FS., • 13. 6 12. 4 TAI1 Ii D -31 C a i O. i " 5. 2 QB. 4 ' I @ 12. 5 ' 8., 12. 1 Y.5 5., .5 5 D -32 -,,2 b. 700 770D -161 OOD i7 DD 1110b 77415 1100 bbD 000 OOD D 1 Q O Z N <L z z 1I' p l. 0 u 1^ tl1 O Q LU Q V11 W T v L m x J a V Q 100 1100 000 OOP 14 DD 7709.4 1160.7 IIOD 1109 OOD 000 L9 DD 22086 Z Inset Around B uilding c.GQIB I.. v Ir LOA LLOP OOD OOD 16 DD 7 LCW 9A W rP gneiDe 7!X13 LLOP 1100 O 09MN eY bM,t M M0/ Oe OD R DD 7707.9 22901 L R 0 100 OOD O I' =40' R1W,N6 III r,m IB DD 7 GRAPHIC SCALE 0 30 60 90 799.1 I T - II ATTACHN IOD OOD OOD h LUMINAIRE LoGArIONS No. LLobel XX Y Lccatlm Z 11.11 00•bnfotbn TTI! i BB 7761A 9976b 770P 770P RR6b OOD 1 AA 7789.9 7725.4 7700 770P DDB.9 OOP 9 GG 99r63 9900b 110D 220D 11693 DDD 4 AA 33391 3309b 110D 330D DD60 OOD S AA 77733 99743 7700 770A eeDP oon b HH rrM7 9 971. 4 7700 2 AN DOWLIbNf 3 R66 Im 9D5 T BB n I•NOLT sFecLLAJx TR,n s3ooK Fos.b AlJ9J 1oD ' LUMINAIRE LoGArIONS No. LLobel XX Y Lccatlm Z 11.11 00•bnfotbn TTI! i BB 7761A 9976b 770P 770P RR6b OOD 1 AA 7789.9 7725.4 7700 770P DDB.9 OOP 9 GG 99r63 9900b 110D 220D 11693 DDD 4 AA 33391 3309b 110D 330D DD60 OOD S AA 77733 99743 7700 770A eeDP oon b HH rrM7 9971. 4 7700 220D RR6. 9 OOA T BB nneAl 66124 mma 11oD '10.1 ooP D BB 1199.4 11143 220.0 1100 999.9 OOD 9 BB SSIDS 773.4 7700 7700 -0.9 OOD IO DD 9954D 661D 770P 770D -00.9 000 II AA 3311. 1 7707b 7700 770D -161 OOD i7 DD 1110b 77415 1100 bbD 000 OOD 19 DD 1110D 77510 1100 1100 000 OOP 14 DD 7709.4 1160.7 IIOD 1109 OOD 000 L9 DD 22086 ZZT05 LLOA LLOP OOD OOD 16 DD 77009 77!X13 LLOP 1100 OOA OOD R DD 7707.9 22901 LLOP 1100 OOD OOD IB DD 770'73 7799.1 IIOD IIOD OOD OOD h STATISTICS 0---, Pt- '.aplal Avg V- lin lJmrA•6t AvgMn Bulldog C.'" * 15.1 is 179 fc 29 tc 7.7.1 5311 Property L- } OD fc OA (c 0D to N/A N / A Roetoran 5t.- + 4J le 119 fG 0.1 F. fT3A1 41..,1 TENT B TENT B fAZ17 1 ALX2 A LirhmvIA LIGHTING P ALX2 1 171 I j 6(i Cw. ONE MEN MEMO i— ORNI wMINOR MORE 09041 fA LIMOMIA 1.A2Hr1X7 RLX ALX2 A LIMCA U, 9Hr1JVG Tuns & S anc.'OHR SSS ORTIERINa INFORMATION HANDHOLE ORIENTATION X. MEINw TIMM .. 111MMUMMUMEMMIEM 111111M MR JIME1110 K= IKUWITIM 99 MEMO 11M 01n, MIIIIIICIIIII o MET 11311111112= no omCNM3 1113110CM113 P0 M 111011113111131 1EITU111 6" ALED ORDERING INFORMATION 6 9( jtham' ' 1 gs 51TE LIGHTING NOTE5 Each outdoor lumInalre ectuirped with a lamp that emits 5, 000 or more initial lumens shall be a full cutoff lumnare. The spillover of lighting from luminaires onto public roads and property in residential and rural areas zoning dis' tricts, shall not exceed one- half footc, andle. GRAPHIC SCALE 1-30' 1H L K Ndha*t D. Perkys CM7. NO. Z LU 0 1i <5; Q Z A LIJ F v O 0 LU MX F_ 71W.w IMNM D( OAR A.0 6R Rd I --) HMENT B pF AGfj. f RGl^} f 1 J COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 November 12, 2010 NP Engineering 1850 Browns Gap Turnpike Charlottesville VA 22901 RE: SP200900034 RE- STORE'N STATION Tax Map 55B Parcel 1 Dear NP Engineering On November 3, 2010, the Albemarle County Board of Supervisors took action on SP #200800056 to allow use of more than 400 gallons of groundwater per site -acre per day for convenience store on Tax Map 55B, Parcel 1 in the White Hall District. This special use permit was approved based on the following conditions: 1. The applicant shall install and maintain a meter on the well head to monitor water consumption. Prior to installation, the model of the meter shall be subject to approval by the Zoning Administrator in conjunction with the County Engineer. Results of daily water consumption shall be made available within forty -eight (48) hours of a request from the Zoning Administrator; 2. Water consumption from all wells on site shall not exceed one thousand six hundred twenty -five 1,625) gallons per day in the aggregate; 3. The applicant shall install and maintain a tamper - proof, flow restriction device limiting water flow to not more than one thousand six hundred twenty -five (1,625) gallons per day. Prior to installation, the model of the flow restriction device shall be subject to approval by the Zoning Administrator in conjunction with the County Engineer; 4. The total building footprint square footage shall not exceed three thousand (3,000) square feet; 5. The hours of business operation shall not exceed sixteen (16) hours per day; 6. There shall be not more than seven (7) pump stations and twelve (12) nozzle dispensers, with not more than eight (8) nozzles for four (4) pump stations for gasoline (or equivalent fuel), with not more than two (2) nozzles for one (1) pump station for diesel fuel (or equivalent fuel), with not more than one (1) nozzle for one (1) pump station for off -road diesel fuel, and with not more than one (1) nozzle for one (1) pump station for kerosene fuel ; 7. If rainwater is collected from roof tops of the pump station canopies or the building, it shall be stored in a lined underground storage tank and utilized for on -site landscaping purposes only; 8. Overnight customer parking on -site shall not be permitted between the hours of 12:30 a.m. and 4:30 a.m. The applicant shall post signs indicating no such overnight parking in such places designated by the Site Plan Agent as a condition of final site plan approval; and, 9. Development of the site shall be in general accord with the submitted preliminary site plan dated December 6, 2009. Permitted modifications may include those required by the Architectural Review Board, those necessary to satisfy the conditions of this special use permit, and additional landscaping /screening approved by the Site Plan Agent. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: compliance with conditions of the SPECIAL USE PERMIT; approval of and compliance with a SITE PLAN amendment; and approval of a ZONING COMPLIANCE CLEARANCE. ATTACHMENT C In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty -four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." If you have questions or comments regarding the above -noted action, please do not hesitate to contact Ron Higgins at 296 -5832. Sincerely, Summer Frederick Senior Planner Current Development Division cc: Jeffries II LLC PO BOX 910 Crozet VA 22932 Email CC: Elise Hackett, GDS Johnathan Newberry, Zoning ATTACHMENT C F ,aLR County of Albemarle Department of Community Development Memorandum To: Summer Frederick, Senior Planner From: Ron Higgins, Chief of Zoning Division: Zoning Administration Date: February 25, 2011 Subject: SP2009 -034, Re- Store' N Station Preliminary Site Plan — Official Determination of Compliance with SP Conditions /General Accord & Building Footprint I have carefully reviewed the latest version of the Preliminary Site Development Plan to[ the Re- Store "N Station, dated December 13, 2010 as well as the "Application Plan", dated December 6, 2009 which is referenced in the November 3, 2010 Board of Supervisors" approval conditions for the Special Use Permit for water use. i have also re viewed the latest design drawings, dated January 20, 2011 by Jones & Jones Architects. My conclusions regarding compliance with two of the SP conditions are: Whether the latest site plan is in general accord with the December 9, 2009 plan: Due to the facts that: the overall character of the development is essentially the same; the main elements are still present and in the same relative areas; impervious coverage is less, and; open space is increased, from the earlier plan, 1 have concluded that the newly submitted preliminary site plan, dated December 13, 2010 is in general accord with the "submitted preliminary site plan dated December 9, 2009" as called for in the approval conditions for the special use permit for water use (attached). Whether the development as proposed meets condition 44 limiting building footprint: The latest building proposed for the Re- Store`N Station is a two storey structure with approximately 3,000 sq. ft. of interior floor space on each level and a 10 ft. deep, two - storey covered porch along just over three sides, supported by columns. Condition H4 of the SP approval states: "The total building footprint square footage shall not exceed 3,000 square feet; " The Albemarle County 'Zoning Ordinance does not define "building footprint ". However, it does define "Building " as: "Any Structure having a roof supported by columns or walls." (emphasis added) The Building Code does not define "building footprint ". However, it does define "Building Area" as: "The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included within the horizontal projection of the roof or floor above." (emphasis added) ATTACHMENT D Summer Frederick February 25, 2011 Based on these definitions I have concluded that the proposed Re- Store'N Station building as depicted on the latest preliminary site plan dated December 13, 2010 and in the latest design drawings dated January 20, 2011 has a total "building footprint square footage of approximately 5,000 square feet and not the 3,000 square feet to which they are limited. Therefore, the latest proposed building is NOT in compliance with condition 94 of the Board of Supervisors' November 3, 2009 special use approval. if you are aggrieved by this determination, you have a right to appeal it within thirty (30) days of this notice, in accordance with Virginia Code § 15.2 -231 1. If you do not file a timely appeal, this determination shall be final and unappealable. An appeal may be taken only by filing an appeal application with the Zoning Administrator and the Board of Zoning Appeals, in accordance with § 34.3 of the Zoning Ordinance, along with a fee of $240 plus the actual cost of advertising the appeal for public hearing. Applications for Appeal of the Zoning Administrator's Determination are available at the Department of Community Development located at 401 McIntire Road, Charlottesville, Virginia 22902 or online at \vNvw.albenuirle.oro /c la l )s. This form applies to the appeal of a decision of the zoning administrator or any other administrative officer pertaining to the Zoning Ordinance. Section 34.3 of the Zoning Ordinance, which contains the regulations pertaining to the tiling of an appeal to the Board of Zoning Appeals, is located in Chapter 18 of the Albemarle County Code and it may also be reviewed Online at: htt /A\"\vw bell) arle. ors /pload /i /Form C ent /Depa /Cou Attorney /Forms /Albemarle Cou t\Code_ - ChI8 %oni App i Is_hdf - - -- - ATTACHMENT D