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HomeMy WebLinkAboutSDP201600008 Plan - Approved 2016-03-24LEGEND EXIST NEW DESCRIPTION 166 TC x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 166 TW x 125 TW TOP OF WALL ELEVATION 1668W X 125BW BOTTOM OF WALL ELEVATION G BENCHMARK D ® STORM SEWER --- ao ROOF DRAIN -- `- - SEWER LINE $"W - 6"W - WATER LINE AAs- - GAS GAS LINE E - OHE- OVERHEAD ELECTRIC WIRE UGF - UGE UNDERGROUND ELECTRIC OMT - OHT - OVERHEAD TELEPHONE LINE uGT - UGT - UNDERGROUND TELEPHONE UNE D I - i DRAIN INLET (DI) ---� © STORM/SANITARY MANHOLE C C PLUG er ® WATER VALVE & BOX •. •i- FIRE HYDRANT MA ® WATER METER 0-0 LIGHT POLE -0-- UTILITY POLE PROPERTY LINE - - - ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK __ --- SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT -. - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. INITIAL SITE DEVELOPMENT PLAN FOR MILL CREEK INDU5TRIAL PACK LOT I I TMP 076M I -00-00-0 I 100 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=500' ori a CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION IMAGE PROVIDED BY GOOGLE MAPS SHEET INDE)C SHEET C I - COVER 5H EET SHEET C2 - EX115TING CONDITIONS � DEMO SHEET C3 - SITE PLAN 5HEET C4 - GRADING � UTILITIES OWNER / DEVELOPER Owner: Christopher J. Coffing 1920 Red Hill Rd. Charlottesville, VA 22903 Developer: Mill Creek Industrial Development, LLC. 1920 Red Hill Rd. Charlottesville, VA 22903 ZONING PUD - Planned Unit Development AIA - Airport Impact Area Proffers: ZMA-1995-00019 ZMA-1996-00021 LEGAL REFERENCE TMP 0701-00-00-01100 - DB 2842 PG 692 (1.35 Acs) - DB 1342 PG 238-247 (Plat) 13ENCHt3JIlARK Bench mark is an iron and cap set within the site. Elev. = 454.34 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary survey information provided by. Roger W. Ray & Associates, LLC. Topographic survey provided by Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 A title report was not provided. Alll easements and encumbrances may not be shown on this plan. BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. SETBACKS Front Building: 10' Rear & Side Building: Buildings separated per building code. EXISTING USE Vacant Land PROPOSED USE Industrial Manufacturing Building w/Offices Office Area: 4,680 SF Manufacturing Area: 9,360 SF Building Footprint: 9,360 SF GENERAL CONSTRUCTION NOTES cSn-F_-._� L -,A> _l ryp� Reviewed anc Approved by the Community Deveiopment Department Date Ld 1(o File#____6DV1 I!o • O�c7Og V -V / 6C) "-0 iT-t0V-_lS coo l � c1a-bz d 5/2411 u FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO288D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Required Industrial Manufacturing: 1 Space Per Employee + 1 Space per 500 SF area open to the public. 1x10 Employees + 4,680/500 = 20 Spaces Required Total Number of Spaces Provided: 21 Spaces (includes 2 van handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by the Albemarle County Service Authority. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. LANDSCAPING CANOPY Proposed landscaping will be shown with the final site plan submittal. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the Moores Creek Watershed. This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics will be shown with the final site plan submittal. LA14D USE SCHEDULE TREE LINE ---� Building FENCE Pavement 3,624 SF 6.2% STREAM - 312- _12- INTERVAL CONTOUR - 300-- -oo- INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER ' ' " CONCRETE PAVEMENT / SIDEWALK Impervious area 31,622 SF 53.9% RIPRAP 27,049 SF 46.1% Total= ASPHALT SIGNS W GRASS conform with the MUTCD Guidelines. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. EC -2 MATTING GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 EC -3 MATTING PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO WETLAND STABILIZE A DRAINAGE CHANNEL. PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. PARKING COUNT 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE Q CROSSWALK INLETS. HANDICAP ACCESSIBLE AISLE CLASS Ill. CG -12 VIDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. INITIAL SITE DEVELOPMENT PLAN FOR MILL CREEK INDU5TRIAL PACK LOT I I TMP 076M I -00-00-0 I 100 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=500' ori a CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION IMAGE PROVIDED BY GOOGLE MAPS SHEET INDE)C SHEET C I - COVER 5H EET SHEET C2 - EX115TING CONDITIONS � DEMO SHEET C3 - SITE PLAN 5HEET C4 - GRADING � UTILITIES OWNER / DEVELOPER Owner: Christopher J. Coffing 1920 Red Hill Rd. Charlottesville, VA 22903 Developer: Mill Creek Industrial Development, LLC. 1920 Red Hill Rd. Charlottesville, VA 22903 ZONING PUD - Planned Unit Development AIA - Airport Impact Area Proffers: ZMA-1995-00019 ZMA-1996-00021 LEGAL REFERENCE TMP 0701-00-00-01100 - DB 2842 PG 692 (1.35 Acs) - DB 1342 PG 238-247 (Plat) 13ENCHt3JIlARK Bench mark is an iron and cap set within the site. Elev. = 454.34 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary survey information provided by. Roger W. Ray & Associates, LLC. Topographic survey provided by Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 A title report was not provided. Alll easements and encumbrances may not be shown on this plan. BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. SETBACKS Front Building: 10' Rear & Side Building: Buildings separated per building code. EXISTING USE Vacant Land PROPOSED USE Industrial Manufacturing Building w/Offices Office Area: 4,680 SF Manufacturing Area: 9,360 SF Building Footprint: 9,360 SF GENERAL CONSTRUCTION NOTES cSn-F_-._� L -,A> _l ryp� Reviewed anc Approved by the Community Deveiopment Department Date Ld 1(o File#____6DV1 I!o • O�c7Og V -V / 6C) "-0 iT-t0V-_lS coo l � c1a-bz d 5/2411 u FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO288D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Required Industrial Manufacturing: 1 Space Per Employee + 1 Space per 500 SF area open to the public. 1x10 Employees + 4,680/500 = 20 Spaces Required Total Number of Spaces Provided: 21 Spaces (includes 2 van handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by the Albemarle County Service Authority. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. LANDSCAPING CANOPY Proposed landscaping will be shown with the final site plan submittal. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the Moores Creek Watershed. This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics will be shown with the final site plan submittal. LA14D USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 3,624 SF 6.2% Sidewalk 0 SF 0.0% Impervious area 3,624 SF 6.2% Open space 55,047 SF 93.8% Total= 58,671 SF (1.35 ac.) PROPOSED Area % Building 9,360 SF 16.0% Pavement 21,285 SF 36.3% Sidewalk 977 SF 1.6% Impervious area 31,622 SF 53.9% Open space 27,049 SF 46.1% Total= 58,671 SF (1.35 ac.) SIGNS DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED All signs shall conform with the MUTCD Guidelines. NLTH OF 1 U JUST AHIMP a c o. 45183 w� I K'��15'SIONAL ��G 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 REQUIREMENTS OF THE PERMIT SHALL GOVERN. BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE DENSITY OF THE ADJACENT SOIL. THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 STABILIZE A DRAINAGE CHANNEL. PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE TRAFFIC CONTROL DEVICES. THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 15. CUT AND PATCH WORK 1N EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VIDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS_ AND 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL SIPECIFICATIONS OF ALBEMARLE COUNTY. STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR 17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE HIGHWAYS AND BRIDGES. ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. NLTH OF 1 U JUST AHIMP a c o. 45183 w� I K'��15'SIONAL ��G SE. 477-54 TOIN11 OUT. 469.84 INS IN 469.52 n T.M. 76M1-20 LOT 10� LOT i FSOB. LLC 0. B. 3618-642 D.B. 3535-62i 6 622 PLAT roo�,NLTH Op v JUST HIMP a C o. 45183 �SSIONAL Top= 518 33 INI4 OUT. 503.99 IN'4 114- 5o3.96 20 0 20 40 60 1 13 13 KI 93 IL SCALE: 1 " = 20' uJ c� 0 Z 0 f— PAVED CA1 SEWER MVA BA; TOP= 477.0 / TOP= INV OUT= 469.64 BLUE INV IN" PAINTED 469 52 METAL ROD / STORM MH TOP= 455.9 / INV IN= 451.76 INV OUT: 450.43 I 0 T.M. 76M1-20 LOT 1O� LOT 1 FSOB. LLC D.B. 3618-642 D.B. 3535-621 & 622 PLAT GAS LINE iSEMENT 1120-214) BLUE -' PAINT SEe81 93 TOP= V AUT' I39'3114 503.98 SCALE: 1 " = 20' IN O���ALTH Op7� 1 v JUST HIMP C o. 45183 Z'V SIONAL E�G1