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Home My WebLink AboutSDP200700096 Plan - Approved 2007-12-10APPROVALS 1p / PAVED ROAD EXISTING CULVERT INLET OUTLET EXISTING WELL EXISTING BOARD FENCE EXISTING GRAVEL EXISTING CLEAN OUT - EXISTING POWER POLE EXISTING BOARD FENCE EXISTING WHEY TANK f i i i i i i i i i i i i i i i EXISTING EVAPORATION PIT ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF -WAY, INCLUDING CONNECTION TO ANY EXISTING RAOD, A PERMIT SHALL BE OBTAINEDFROMTHEVIRGINIADEPARTMENTOFTRANSPOSRTATION (Wp THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIRMENTSOF THE PERMIT.WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. THIS PROJECT DOES NOT REQUIRE ANY NEW CONNECTIONS TO THESTATEROADSYSTEM. 2. ALL PAVING,DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESSOTHERWISENOTED. NOT APPLICABLE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLEDPRIORTOANYCLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL WHEREREASONABLYOBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, ORTHEDIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SKINS SHALL CONFORM WITH VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 4 OLA Cheese Barn Site Plan Notes FIRE MARSHAL DATE PLANNING DEPT. Revised: November 6, 1987 sheet 1 A DATE ZONING DEPT.DATE ENGINEERING DEPT. Revised: July 27, 2005 sheet spl , sp2, ecl DATE INSPECTIONS DEPT.DATE ACSA with Section 102.3 of the 2003 Virginia Uniform Statewide Building CodeDATE DEVEL IIL 4,vv l NT / i ATE 1p / PAVED ROAD EXISTING CULVERT INLET OUTLET EXISTING WELL EXISTING BOARD FENCE EXISTING GRAVEL EXISTING CLEAN OUT - EXISTING POWER POLE EXISTING BOARD FENCE EXISTING WHEY TANK f i i i i i i i i i i i i i i i EXISTING EVAPORATION PIT ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF -WAY, INCLUDING CONNECTION TO ANY EXISTING RAOD, A PERMIT SHALL BE OBTAINEDFROMTHEVIRGINIADEPARTMENTOFTRANSPOSRTATION (Wp THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIRMENTSOF THE PERMIT.WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. THIS PROJECT DOES NOT REQUIRE ANY NEW CONNECTIONS TO THESTATEROADSYSTEM. 2. ALL PAVING,DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESSOTHERWISENOTED. NOT APPLICABLE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLEDPRIORTOANYCLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL WHEREREASONABLYOBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, ORTHEDIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SKINS SHALL CONFORM WITH VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 4 0 SITE PLAN S1.1 S1.1 SCALE: 1"= 20'-0" job description OUR LADY OF THE ANGELS MONASTARY CHEESE BARN ADDITION SCALE: 1" = 20' -0" Abrahamse Company BUILDERS 1020 Linden tlrcnuc a Charlottcsvine, AA 22902 -6242 4.U) 295.93 • fax (434) 295.3897 w , #v.nhraha 11111111111 1 0 5 10 20 40 60 SCALE: 1" = W-V 16IMS.- IIF VICINITY sheet name SITE PLAN & NOTES sheet number S1. drawn by . ARS ec! by DBM job number 8012 Clete 11.28.2007 0 ah OLA Cheese Barn Site Plan Notes Site Plan Revision to Original Plan by Shand and Gray - Architects Original plan dated: October 28, 1987 sheet Al Revised: November 6, 1987 sheet 1 A Revised: April 24, 1989 Sheet 1 (showing cemetery plot) Revised: October 8, 1991 sheet Al (Phase 2 Addition) Revised: July 27, 2005 sheet spl , sp2, ecl Current Proposed Modifications Include the Following: Proposed addition qualifies as a Farm Building for Agricultural Use In accordance with Section 102.3 of the 2003 Virginia Uniform Statewide Building Code Increase Building Footprint of Existing Cheese Barn Increase of Multipurpose Work Area PROPOSED ADDITION Building Footprint: 4,800 (existing) + 2,570 (new) = 7,370 sq. ft. Total 32'X 89.5 Tax Map: 27 Parcel: 40 Al (507 acres) Existing Zoning: Special Use Permit SP -86 -60 (11 DEC 1986) Location: White Hall Magisterial District Albemarle County, Virginia Contact: Wayne Stinnette, Abrahamse & Company Builders Owner: Cistercian Nuns of the Strict Observance in Virginia 3365 Monastery Drive Crozet, VA 22932 Developer: None Architect: None Source of Topography: Abrahamse & Company Builders Source of Survey: Abrahamse & Company Builders Height of existing Bell Tower +/- 66' -0" Height of proposed addition +/- 18' -0" This Property is within the South Fork Rivanna Reservoir watershed This property is not within the 100 year flood plain P vin : No New Paving tin : No Lighting emitting 3,000 initial lumens or more will be used in this project. 0 SITE PLAN S1.1 S1.1 SCALE: 1"= 20'-0" job description OUR LADY OF THE ANGELS MONASTARY CHEESE BARN ADDITION SCALE: 1" = 20' -0" Abrahamse Company BUILDERS 1020 Linden tlrcnuc a Charlottcsvine, AA 22902 -6242 4.U) 295.93 • fax (434) 295.3897 w , #v.nhraha 11111111111 1 0 5 10 20 40 60 SCALE: 1" = W-V 16 IMS.- I IF VICINITY sheet name SITE PLAN & NOTES sheet number S1. drawn by . ARS ec! by DBM job number 8012 Clete 11.28.2007 0 ah