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Home My WebLink AboutSDP200400036 Plan - Approved Major Amendment, Final Site Plan 2004-11-18ILA WOOL'j7EAN M 1�. LL3" WAREHOUSES MWIMI 1001 R�VANNA DE"TR�CT, ALBEMARLE COUNTY, V�Ru"�N�A S�TE DATA LEGAL REFERENCE: TM 77 PARCEL 40 & 40R SOURCE OF TITLE FOR PARCEL 40 OWNER: CHRISTOPHER CARTER P.O. BOX 174 IVY VA, 22945 DEVELOPER: C.W. HURT CONTRACTORS 195 RIVERBEND DRIVE CHARLOTTESVILLE VA, 22911 ZONING: LI - LIGHT INDUSTRIAL APPROVED SP: SP2000-25 MAGISTERIAL DISTRICT: SCOTTSVILLE DB 1723 PAGE 719 SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: FIELD SURVEY PERFORMED BY RIVANNA ENGINEERING AND SURVEYING, PLC. USGS DATUM. & ACSA AERIAL TOPOGRAPHY BENCHMARK: NAIL IN POWER POLE F204 ELEVATION 332.25 BUIDLING SETBACKS: 50' FROM PUBLIC R/W PARKING SETBACKS: 10' FROM PUBLIC R/W MAXIMUM BUILDING HEIGHT: 35' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI CONCRETE CURRENT USE: BREAD WAREHOUSE PROPOSED USE: BREAD WAREHOUSE FLOOR AREA RATIO: 41.4% TOTAL IMPERVIOUS AREA: 41,275 PARKING SCHEDULE: PARKING SPACES REQUIRED: 1 PARKING SPACE PER 500 SF OPEN TO THE PUBLIC: 3000 SF / 500 SF = 6 PARKING SPACES 1 PARKING SPACE PER EMPLOYEE 10 EMPLOYEES = 10 SPACES TOTAL SPACES REQUIRED = 16 TOTAL SPACES PROVIDED = 16 (INC 2 HANDICAP) LOADING SPACES REQUIRED: 0 LAND USE SCHEDULE: 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO THE WOOLEN MILLS WAREHOUSES SITE (SDP 98-32). THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR AN ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING. 2. STORM WATER DETENTION IS NOT REQUIRED AS THIS SITE IS IN THE MOORES CREEK DRAINAGE BASIN (MORE THAN 100 TIMES THE DISTURBED AREA). STORMWATER QUALITY SHALL BE PROVIDED BY AN ONSITE STORMWATER QUALITY SWALE. 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 10. 4. THE EXISTING SIGN SHALL REMAIN. 5. THE 100 YEAR FLOOD PLAIN IS AT THE 325 ELEVATION ON THIS SITE. 6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 7. TRASH REMOVAL: EXISTING DUMPSTER. 8. EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS. 9. SITE LIGHTING SHALL BE PROVIDED BY WALL MOUNTED FIXTURES WITH AN OUTPUT THAT SHALL NOT EXCEED 3,000 LUMENS. RTE 250 N In Market St i-n C � Broodwo St herr qV o �� SITE P� TC�N�TY ��nden SAP _64 1 SCALE: 1" = 1000' OPINION-` 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV, OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. RAO Lrl i ILE 1, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUIDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 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: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 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, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). IN IN 1111 L 1 of 2 COVER SHEET 2 of 2 SITE PLAN PRE -DEVELOPMENT % POST -DEVELOPMENT --W/E-- BUILDING: 6,000 SE 8.5 9,375 SF 13.3 PAVED: 23,200 SF 33.0 31,900 SF 45.3 PERVIOUS: 41,149 SF 58.5 29,074 SF 41.4 TOTAL: 70,349 SF 100 70,349. SF 100 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO THE WOOLEN MILLS WAREHOUSES SITE (SDP 98-32). THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR AN ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING. 2. STORM WATER DETENTION IS NOT REQUIRED AS THIS SITE IS IN THE MOORES CREEK DRAINAGE BASIN (MORE THAN 100 TIMES THE DISTURBED AREA). STORMWATER QUALITY SHALL BE PROVIDED BY AN ONSITE STORMWATER QUALITY SWALE. 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 10. 4. THE EXISTING SIGN SHALL REMAIN. 5. THE 100 YEAR FLOOD PLAIN IS AT THE 325 ELEVATION ON THIS SITE. 6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 7. TRASH REMOVAL: EXISTING DUMPSTER. 8. EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS. 9. SITE LIGHTING SHALL BE PROVIDED BY WALL MOUNTED FIXTURES WITH AN OUTPUT THAT SHALL NOT EXCEED 3,000 LUMENS. RTE 250 N In Market St i-n C � Broodwo St herr qV o �� SITE P� TC�N�TY ��nden SAP _64 1 SCALE: 1" = 1000' OPINION-` 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV, OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. RAO Lrl i ILE 1, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUIDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 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: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 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, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). IN IN 1111 L 1 of 2 COVER SHEET 2 of 2 SITE PLAN P��PROVALS� PLANNING DEPARTMENT ZONING DEPARTMENT NSPECT ONS DEPARTM ENT E RE OFFICIAL AE SEPV CE AUTHOR TY ENGINEERING DEPARTMENT V R(G N A DEPARTMENT OF TRANSPORTAT ON BOARD OF ARCH TECTURAL REV EW HK EE O E E C A E Submittallype iel4jd and Appr=oved by the Community Development Department Date: I ` *Gf?_ 100-1+ Films 5;tP- ZC04 -- t0 g Srgnture �� ITH �F a TIMOTHY R. MILLER CERTIFICATE No. 30542 , ��/ONAL E�G 1 Revisions: I NO. I DESCRIPTION DATE ments Benchmark 500 Existing Elevation/Contour --W/E-- Existing Waterline x [500] Proposed Elevation --0/E-- Overhead Electric 500 Proposed Contour � Power Pole o Slopes Greater Than 25% Exist Eight Pole .-0 Prop. Light Pole New Concrete Sidewalk MH Manhole ' C/O Clean-out Existing Concrete Sidewalk P��PROVALS� PLANNING DEPARTMENT ZONING DEPARTMENT NSPECT ONS DEPARTM ENT E RE OFFICIAL AE SEPV CE AUTHOR TY ENGINEERING DEPARTMENT V R(G N A DEPARTMENT OF TRANSPORTAT ON BOARD OF ARCH TECTURAL REV EW HK EE O E E C A E Submittallype iel4jd and Appr=oved by the Community Development Department Date: I ` *Gf?_ 100-1+ Films 5;tP- ZC04 -- t0 g Srgnture �� ITH �F a TIMOTHY R. MILLER CERTIFICATE No. 30542 , ��/ONAL E�G 1 Revisions: I NO. I DESCRIPTION DATE ments r C_ U 0 C 0 Cf)4 Q C) Cn C_ 6 0 0 N o 6 0 T m m cCS C � � o v r C_ U 0 C 0 Cf)4 Q C) Cn C_ 6 0 0 N o 6 0 cCS w 6 � W � W � � W C) 6 U .o o ry kit012 NOTES: 1. The need for additional permanent erosion protection from the edge of the pavement lo the bottom of the water quality waie must be evaluated on an individual basis. 2. Provide f ponding depth to the crest of an overflow structure. a. New Pavement a, i ti T— F INTERIOR LANDSCAPING: INTERIOR LANDSCAPING REQUIRED: 0.05*41,275 SF = 2,063 SF CANOPY QUANTITY REQUIRED: 1 TREE PER 10 PARKING SPACES 16/10 = 1.6 TREES INTERIOR LANDSCAPING PROVIDED: 7,296 SF QUANTITY PROVIDED: 25 TREES TOTAL CANOPY: REQUIRED: 0.10*70,350 SF = 7,035 SF PROVIDED: 7,296 SF i i 20 40 •i ■ ■ ■ ■ ■0 ME—NEI SCALE:i coo T m Q) I I � 0 00 CID co w � o co 1 d � � o O � WH of TIMOTHY R. MILLER CERTIFICATE No. � 30542 S3/0NAL ANG Revisions: NO. DESCRIPTION DATE 1 Cty Comments 5/17/04 2 Ct Comments 10/8/04 m I 0 I E o z � z U � cn � cn T T m �� M � QJ C O s N L ,C U � N Q O N QJ p � C/7 O1 C_ � C_ � O � O N I� r� w V 1 W � � � W � U N O � \ � V 1 Sheet No: