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HomeMy WebLinkAboutSDP200200013 Plan - Approved Minor Amendment 2002-02-27MINOR SITE PLAN REVISION FOR HICKMAN PROFESSIONAL CENTER LOT B - A PORTION OF TM 78 PARCEL 75 11 1785 PAGE I RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA SITE DATA LEGAL REFERENCE: TM 78 PARCEL 75 PARCEL 75 IS TO BE SUBDIVIDED AS SHOWN ON REVISED PLAT DATED FEBRUARY 23, 2000. BOUNDARY INFORMATION FOR LOT B WAS TAKEN FROM THE REVISED PLAT. THE REVISED PLAT HAS NOT BEEN RECORDED TO DATE. SOURCE OF TITLE FOR PARCEL 75: DB 1785 PAGE 546 OWNER/DEVELOPER: HURT INVESTMENT COMPANY P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 ATTN.: STEVE MELTON ZONING: PDMC - PLANNED DEVELOPMENT/MIXED COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT ZMA-98-20 PROFFERED MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: PLAT BY: B. AUBREY HUFFMAN & ASSOCIATES, LTD DB 1785 PAGE 546 (REVISED FEBRUARY 23, 2000) SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAPHY BY JAMES H. BELL, JR., P.C. USGS DATUM BENCHMARK: TOP OF STORM STRUCTURE EX -4. ELEV = 524.33. SETBACKS: FRONT YARD: BUILDING -32' (INCLUDES ADDITIONAL 2' SETBACK FOR 1' BUILDING HEIGHT IN EXCESS OF 35) FROM PUBLIC R/W PARKING - 10' FROM PUBLIC R/W SIDE YARD: NONE REAR YARD: NONE MAXIMUM BUILDING HEIGHT: 36' PARKING LOT PAVING SPECIFICATIONS: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 PROPOSED USE: PROFESSIONAL OFFICE BUILDING PARKING SCHEDULE: REQUIRED: 1 SPACE PER 200 SF OF NET OFFICE SPACE. TOTAL OFFICE SPACE = 12,236 SF NET OFFICE SPACE = 0.8*12,236 = 9,789 SF PARKING SPACES = 9,789/200 = 48.9 PROPOSED: 49 SPACES (INCLUDES 2 HANDICAP SPACES) LOADING SPACES REQUIRED: 1 PER ZONING DEPARTMENT LOADING SPACES PROVIDED: 1 LAND USE SCHEDULE FOR: POST -DEVELOPMENT % 6118 SF PRE -DEVELOPMENT % BUILDING: 0 SF 0 PAVED: 12,718 SF 19.7 OPEN: 51,751 SF 80.3 TOTAL: 64,469 SF 100 POST -DEVELOPMENT % 6118 SF 9.5 25,124 SF 39.0 33,227 SF 51.5 64,469 SF 100 MEN 1. NUMBER OF EMPLOYEES FOR PROPOSED BUILDING SHALL BE DETERMINED WHEN OFFICE SPACE IS LEASED. 2. THE EXISTING TEMPORARY SEDIMENTATION TRAP CURRENTLY USED FOR CONSTRUCTION OF THE DMV SHALL BE REMOVED. 3. LOCATION AND DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN. 4. 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. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 6. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 7. THIS SITE IS INCLUDED IN THE PANTOPS REGIONAL STORMWATER MANAGEMENT FACILITY. 8. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 9. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 10. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARIE WITH FULL CUTOFF OPTICS. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN. 11. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 12. THERE IS NO EXISTING LANDSCAPING. GROUND COVER CONSISTS OF TALL GRASS. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 NATIONAL GEODETIC 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, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 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.1., 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 192-6). DRAWING INDEX S1 of 3 COVER SHEET S2 of 3 SITE PLAN S3 of 3 UTILITY/LANDSCAPE PLAN LEGEND Benchmark 500 Existing Elevation/Contour --W/E-- Existing Waterline [500] Proposed Elevation/Contour --O/E-- Overhead Electric Exist. Rip -Rap Inlet Protection PP Power Pole Exist. Rip -Rap Channel MH Manhole(To Be Removed) ........................ .-0 Prop. Light Pole PAITOPS \ /-SITE HICKMAN ROAD 0410 �P��, a'90 C VICINITY MAP zoo GLENORCHY DRIVE ;j 64 'ROVALS XkA�wlw" 2-2�� - oz, JINU DEPARTMEN ZONING DEPARTMENT NA INSPECTIONS DEPARTMENT/FIRE OFFICIAL Nle SERVICE AUTHORITY NA ENGINEERING DEPARTMENT tA `VIRGINIA DEPARTMENT OF TRANSPORTATION YVR `VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW NA FIRE DEPARTMENT NLTH pF 2:� © TIMOTHY R. MILLER CERTIFICATE No. 30542 , SSS/ONAL mr N�\ 1 Revisions: NO. I DESCRIPTION I DATE Cn 0 0- 0 r z a M !�e Goo U HE� E z 0 z U o L_ �> M 3 v n v � � z CC E, - CD CD co M P4 W� QD rn cQ CQ co co C) ci Cd NLTH pF 2:� © TIMOTHY R. MILLER CERTIFICATE No. 30542 , SSS/ONAL mr N�\ 1 Revisions: NO. I DESCRIPTION I DATE Cn 0 0- 0 r z a M !�e Goo U HE� E z 0 z U o L_ �> M 3 v n v <01 IrR U"* 0 ... ...... . 6.1 'p Lv- 0 TIMOTHY R. MILLER CERTIFICATE No. 305" �fi SS/ONAL I Revisions: I NO. I DESCRIPTION I DATE TM 78 GAURANTY ZON PRESENT USE: CD E li C-9 m 3: W -P af m -0 TM 78 PARCEL 77 BURGER BUSTERS, INC ZONED: PDIVIC PRESENT USE: OFFICE u') C -i to E- Dq Z co r;4 Z C) co m Co E- c) co cz) co U) w Z C) co C) m C\2 cu co >- cn to M ci cd 114 u TIMOTHY R. MILLER CERTIFICATE No. 305" �fi SS/ONAL I Revisions: I NO. I DESCRIPTION I DATE TM 78 GAURANTY ZON PRESENT USE: CD E li C-9 m 3: W -P af m -0 TM 78 PARCEL 77 BURGER BUSTERS, INC ZONED: PDIVIC PRESENT USE: OFFICE