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Home My WebLink AboutSDP201800006 Plan - Submittal (First) Initial Site Plan 2018-02-20LEGEND EXIST NEW DESCRIPTION i,P - c x 125 TC TOP OF CURB ELEVATION i t x 2' SPOT ELEVATION 1 ' `rw ;< 12' TW TOP OF WALL ELEVATION 16' W „ 1 2' BW BOTTOM OF WALL ELEVATION CC- 2 CC -2 BENCHMARK 6.41 16 STORM SEWER d�z. ae RD ROOF DRAIN s � SEWER LINE .. m 6..w. WATER LINE ._------- GAS GAS LINE • -�m - OHE OVERHEAD ELECTRIC WIRE - --.W----- UGE UNDERGROUND ELECTRIC T aM° OHT OVERHEAD TELEPHONE LINE =.0 WIT ,... �GT UNDERGROUND TELEPHONE LINE ! DRAIN INLET (DI) O STORM/SANITARY MANHOLE E C PLUG 0M WATER VALVE & BOX IIIIIIII FIRE HYDRANT s ® WATER METER ♦� LIGHT POLE # UTILITY POLE dk a PROPERTY LINE — - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK f. ._ _...__.._e. SANITARY EASEMENT GRADING EASEMENT .°."_ DRAINAGE EASEMENT U11UTY EASEMENT -m .......-.----- WATER EASEMENT ACCESS EASEMENT Ta W_ STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. INITIAL SITE DEVELOPMENT PLAN FOR F'oyal Fern TownhOMe,5 TMP 07600-00-00-05400 5COTTE5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA IMAGE PROVIDED BY GOGGLE MAPS L:407�:1 G I - COVEN 5NEET G2 - EX15TI NG CON DITION5 � DEMO FLAN G3 - 51TE FLAN G4 - GRADING FLAN G5 - UTILITY PLAN G6 - LAN D5GAPE FLAN SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION OWNER / DEVELOPER OWNER: GAMBIT LLC � SNOW FAW5 LLC ET AL5 PO BOX 6846 CHARLOTTESVILLE VA, 2290E-6842 DEVELOPER: LAN DSTKI KER LLC 250 WEST MAIN ST. SUITE 201 CHARLOTTESVILLE, VA 22902-0000 MAGISTERIAL DISTRICT sc:ottsville ZONING K 10 Residential SPECIAL EXCEPTION FOR REAR SETBACK ON LOTS 2 -28 REQUIRED SOURCE OF TITLE DB 2726 PG 069 * DB 443 1 FG 372 TMF' 07600-00-00-0005400 (3.4290 ACRES TOTAL) BENCHMARK SITE DATUM NAVD88 SOURCE OF BOUNDARY & TOPO BOUNDARY PLAT FROM COMPILED PLATS FOR SUBJECT PARCEL AND GI5 FOR ADJOINER5. TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOUISA AERIAL SURVEYS, INC (08/22/07). BUILDING HEIGHT 65' by ri,3ht 45' PROPOSED . THREE STORY UNIT5. SETBACKS 5-25' front setback 20' rear setback No side setback LIGHTING NO OUTDOOR LIGHTING 15 PROPOSED ON THE SITE DEVELOPMENT PLAN. TRASH REMOVAL EACH UNIT WILL HAVE AN INDIVIDUAL TRASH CAN. TRIP GENERATION TREE LINE PM USE DESCRIPTION FENCE Qty in out STREAM --- -- — 12 INTERVAL CONTOUR ,- oo — INDEX CONTOUR CC- 2 CC -2 STANDARD 6" CURB 6.41 16 COMBINATION 6" CURB & GUTTER c`w CONCRETE PAVEMENT / SIDEWALK � J RIPRAP k ASPHALT GRASS �; N� �,. EC -2 MATTING EC -3 MATTING WETLAND PARKING COUNT IIIIIIII CROSSWALK HANDICAP ACCESSIBLE AISLE CG -12 dk a HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. INITIAL SITE DEVELOPMENT PLAN FOR F'oyal Fern TownhOMe,5 TMP 07600-00-00-05400 5COTTE5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA IMAGE PROVIDED BY GOGGLE MAPS L:407�:1 G I - COVEN 5NEET G2 - EX15TI NG CON DITION5 � DEMO FLAN G3 - 51TE FLAN G4 - GRADING FLAN G5 - UTILITY PLAN G6 - LAN D5GAPE FLAN SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION OWNER / DEVELOPER OWNER: GAMBIT LLC � SNOW FAW5 LLC ET AL5 PO BOX 6846 CHARLOTTESVILLE VA, 2290E-6842 DEVELOPER: LAN DSTKI KER LLC 250 WEST MAIN ST. SUITE 201 CHARLOTTESVILLE, VA 22902-0000 MAGISTERIAL DISTRICT sc:ottsville ZONING K 10 Residential SPECIAL EXCEPTION FOR REAR SETBACK ON LOTS 2 -28 REQUIRED SOURCE OF TITLE DB 2726 PG 069 * DB 443 1 FG 372 TMF' 07600-00-00-0005400 (3.4290 ACRES TOTAL) BENCHMARK SITE DATUM NAVD88 SOURCE OF BOUNDARY & TOPO BOUNDARY PLAT FROM COMPILED PLATS FOR SUBJECT PARCEL AND GI5 FOR ADJOINER5. TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOUISA AERIAL SURVEYS, INC (08/22/07). BUILDING HEIGHT 65' by ri,3ht 45' PROPOSED . THREE STORY UNIT5. SETBACKS 5-25' front setback 20' rear setback No side setback LIGHTING NO OUTDOOR LIGHTING 15 PROPOSED ON THE SITE DEVELOPMENT PLAN. TRASH REMOVAL EACH UNIT WILL HAVE AN INDIVIDUAL TRASH CAN. TRIP GENERATION EXISTING USE VACANT PROPOSED USE 30 TOWNHOME UNITS. RESIDENTIAL DENSITY: 30 IJNIT5 / 3.4 AC = 8.8 UNITS PER ACRE LAND USE SCHEDULE PKOP05ED Area % EXISTING Area 29,040 19.6% Buildinz�j O 0.0% Pavement 18,980 12.8% Road 4, 1 99 2.8% sidewalk 7,210 5.0% Total Impervious 4,1 99 2.87-c, Total Impervious 55,230 37.497c, Open space 143,905 97.2% Open Space 92,874 62.6% Total= 1-415,104 SF (3.4 ac.) Total= 148,104 5F (3.4 ac.) WATERSHEDS THIS SITE LIES WITHIN THE MOORES CREEK WATERSHED. PARKING REQUIRED PARKING: 2 SPACES/UNITS PER UNIT PARKING PROVIDED (EOR BLOCK 3): 68 5PAC E 2SPACES ON GROUND FLOOR OF EVERY UNIT 6 GUEST SPACES PROVIDED ON SITE *VISITOR PARKING ALONG WAHOO WAY FLOOD ZONE ACCORDING TO THE FEMA FLOOD IN5URANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY FANEL 51 003CO269D), THIS PROPERTY DOES NOT LIE IN A ZONE A 100 -YEAR I'_OOD PLAIN, SLOPES SITE CONTAINS 28,075 SF OF MANAGED STEEP SLOFES. GENERAL WATER AND SEWER I . WORK 5HALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PKOPERSERVIC,E AUTHORITY OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECE55AKILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON H15 OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATEKIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWERCONSTPIJCTION SPECIFICATIONS AS ADOPTED BYTHE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "M155 UTILITY" (1 -800-552-700 1). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVEKTHE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, 5ERVICE LATERALS AND WATER LINES, ETC. 7, ALL WATER AND SEWER, APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVED ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOKTHE VALVE DLI RING A FUTURE EXTENSION OF THE LINE. 9, TREES AKE NOT PERMITTED IN THE ACSA EASEMENT. 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANIUAKY 4, 20 14 (SENATE BILL 3,574 WHICH AMENDS THE SAFE DIKINKING WATER ACT). U JUST HIMP �. X5183 ��` 8101VAL E - v AM PM USE DESCRIPTION ITE Qty in out total in out ltotal Townhomes{Mid-Rise} 221 30 2.71 6.3 10 9.6 6.41 16 EXISTING USE VACANT PROPOSED USE 30 TOWNHOME UNITS. RESIDENTIAL DENSITY: 30 IJNIT5 / 3.4 AC = 8.8 UNITS PER ACRE LAND USE SCHEDULE PKOP05ED Area % EXISTING Area 29,040 19.6% Buildinz�j O 0.0% Pavement 18,980 12.8% Road 4, 1 99 2.8% sidewalk 7,210 5.0% Total Impervious 4,1 99 2.87-c, Total Impervious 55,230 37.497c, Open space 143,905 97.2% Open Space 92,874 62.6% Total= 1-415,104 SF (3.4 ac.) Total= 148,104 5F (3.4 ac.) WATERSHEDS THIS SITE LIES WITHIN THE MOORES CREEK WATERSHED. PARKING REQUIRED PARKING: 2 SPACES/UNITS PER UNIT PARKING PROVIDED (EOR BLOCK 3): 68 5PAC E 2SPACES ON GROUND FLOOR OF EVERY UNIT 6 GUEST SPACES PROVIDED ON SITE *VISITOR PARKING ALONG WAHOO WAY FLOOD ZONE ACCORDING TO THE FEMA FLOOD IN5URANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY FANEL 51 003CO269D), THIS PROPERTY DOES NOT LIE IN A ZONE A 100 -YEAR I'_OOD PLAIN, SLOPES SITE CONTAINS 28,075 SF OF MANAGED STEEP SLOFES. GENERAL WATER AND SEWER I . WORK 5HALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PKOPERSERVIC,E AUTHORITY OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECE55AKILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON H15 OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATEKIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWERCONSTPIJCTION SPECIFICATIONS AS ADOPTED BYTHE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "M155 UTILITY" (1 -800-552-700 1). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVEKTHE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, 5ERVICE LATERALS AND WATER LINES, ETC. 7, ALL WATER AND SEWER, APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVED ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOKTHE VALVE DLI RING A FUTURE EXTENSION OF THE LINE. 9, TREES AKE NOT PERMITTED IN THE ACSA EASEMENT. 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANIUAKY 4, 20 14 (SENATE BILL 3,574 WHICH AMENDS THE SAFE DIKINKING WATER ACT). U JUST HIMP �. X5183 ��` 8101VAL E - v