Loading...
HomeMy WebLinkAboutARB201600039 Plan - Revision 2016-06-30Berkmar g Drive 24' JC\T ACCESS EASEMI-_N i� (D. B. 874--738) \ NXX 2222222 \ 4 I..._................ ..... .�`.' ....... ::........ .. ......... .. .... .... ....., .... .... ..... ::::. ::::. .:::: .�, � 4 X.t 8 40 S \ t , Y + , ff 4 t ,...., �.., _..... ,.. ,,.. ,.,., in :, ..p.. FE. 504.0 e s ...... .... ..... ......... .... . , , t , KIN : Serve m »» , ` , , i � \ R ASE ENT U. .� — Fencing (Typ.) STORqSHEp "rotectiorPOLE + \ \ r' � y fro A �� , I I 1 � t i J /♦'� ♦PPqq : . _ t \ � ~ NT ESMOFUCR/0NT Nt LOCAlION 0F% RWSA 0 p8WAT RNE 1 5' E uv ESE; 3 55 ) A$Y\14 .. ._..._--- PL A , ` A J \ f I� , T ,o Ir? i� I� (r A ,rb rb ;fir Parking Area 40 0 40 80 120 WN ENE11"I GRAPHIC SCALE: 1 "=40' n Parking Area New Store/Showroom/Office Building Parkino Area Covered Storage Area Outdoor Storage Area Warehouse Building r � Existing House (to remain) Existing Wooded Slope SECTION B - B SHIMPENGINEERING, P.C. ENGINE,RING- L4 PLANNING - PROJECT M4NAGPMENT 201 E MAIN ST, STE M PHONE: (434) 227-5140 CHARLOTTESVILLE, VA 22902 JUSTIN©SHIMP-ENGINEERING.COM Frontage Road V.S. 29 Southbound Lanes 0 Better Living Berkmar Initial Plan Revision OG -30-201 G 5v �1 \ ..%" \ 24' JC\T ACCESS EASEMI-_N i� (D. B. 874--738) \ NXX 2222222 \ 4 I..._................ ..... .�`.' ....... ::........ .. ......... .. .... .... ....., .... .... ..... ::::. ::::. .:::: .�, � 4 X.t 8 40 S \ t , Y + , ff 4 t ,...., �.., _..... ,.. ,,.. ,.,., in :, ..p.. FE. 504.0 e s ...... .... ..... ......... .... . , , t , KIN : Serve m »» , ` , , i � \ R ASE ENT U. .� — Fencing (Typ.) STORqSHEp "rotectiorPOLE + \ \ r' � y fro A �� , I I 1 � t i J /♦'� ♦PPqq : . _ t \ � ~ NT ESMOFUCR/0NT Nt LOCAlION 0F% RWSA 0 p8WAT RNE 1 5' E uv ESE; 3 55 ) A$Y\14 .. ._..._--- PL A , ` A J \ f I� , T ,o Ir? i� I� (r A ,rb rb ;fir Parking Area 40 0 40 80 120 WN ENE11"I GRAPHIC SCALE: 1 "=40' n Parking Area New Store/Showroom/Office Building Parkino Area Covered Storage Area Outdoor Storage Area Warehouse Building r � Existing House (to remain) Existing Wooded Slope SECTION B - B SHIMPENGINEERING, P.C. ENGINE,RING- L4 PLANNING - PROJECT M4NAGPMENT 201 E MAIN ST, STE M PHONE: (434) 227-5140 CHARLOTTESVILLE, VA 22902 JUSTIN©SHIMP-ENGINEERING.COM Frontage Road V.S. 29 Southbound Lanes 0 Better Living Berkmar Initial Plan Revision OG -30-201 G I� Building C Loading & Storage Area ------------------- I� Storage Shed E SECTION C C40 0 GRAPHIC SCALE: 1"=40- 40 80 20 SHIMPENGINEERING, P.C. ENGINEERING-MADPLANNING -PROJECT MANAGEMENT 201 E MAIN ST, STE M PHONE: (434) 227-5140 CHARLOTTESVILLE, VA 22902 JUSTIN®SHIMP-ENGINEERING.COM Better Living Initial Plan Berkma r fZcvision OG -30-2016 I� 'o R I� v Storage � `D j " Shed D Loading & Building B Storage Area 5 ------ --- - - ------ __________________ __ SECTION D ~ D 40 0 GRAPHIC SCALE: 1"=40' 40 80 120 SHNPfYUYffj?IY6, P.C. ENGINEERING -L 4ADFL 4AMA16 -PRObECT MANAGEMENT 201 E MAIN ST. STE M PHONE: (434) 227-5140 CHARLOTTESVILLE. VA 22902 JUSTIN®SHIMP—ENGINEERING.COM Better Living Berkmar Initial Plan Revision OG -30-201 G LEGEND EXIST NEW DESCRIPTION 1 s4' T1; x 12° Tc TOP OF CURB ELEVATION ,v x 2' SPOT ELEVATION 3 ;+ X 2b Tw TOP OF WALL ELEVATION Dw x 12'BW BOTTOM OF WALL ELEVATION r CG -2 BENCHMARK CG -6 STORM SEWER .�• :?'u--••��^. --- RD ROOF DRAIN �h I SEWER LINE 6"W - WATER LINE -GAS- GAS LINE ase .-• -- - OHE - OVERHEAD ELECTRIC WARE UGE - UNDERGROUND ELECTRIC OHT - OVERHEAD TELEPHONE LINE --- cr .w-- - UGT - UNDERGROUND TELEPHONE LINE - DRAIN INLET (DI) ' O STORM/SANITARY MANHOLE _., C PLUG S" ® WATER VALVE &BOX ♦ FIRE HYDRANT 'M� CE] WATER METER ♦� LIGHT POLE UTILITY POLE PROPERTY LINE - - ADJACENT PROPERTY LINE VACATED PROPERTY UNE 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 BETTER LIVING 15ERKMAR DRIVE PORTION OF TAX MAP 04500-00-00-1 12E30 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MOP Qrnni F:. ovo_oi nnnw t� sam' 's Club i% SIGNATURE BLOCK 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 INDEX C I - COVER SHEET C2 - EXISTING CONDITIONS C3 - SITE FLAN C4 - GISADI NG * UTILITY PLAN C5 - LANDSCAPING PLAN CG - SITE *UTILITY DETAILS DATE OWNER / DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 7627 Charlottesville, VA 22906 ZONING HC - Highway Commercial AIA - Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 1723 PG 690 (3.13 Acs) - DB 1380 PG 490 & 491 (Plat) BENCHMARK Bench mark is an existing storm sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 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 Survey Conducted On: Feb 19 & 20, 2016 A title report was not provided. All 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' Min. & 30' Max. Front Parking: 10' Min. Rear & Side Building: 50' Min. From Adjacent Residential Rear & Side Parking: 20' Min. From Adjacent Residential Adjacent To Residential: 20' Undisturbed Buffer EXISTING USE Vacant Land PROPOSED USE New Building Supply Sales: 11,000 SF (Basement) 7,000 SF (1st Floor) New Furniture Sales: 4,000 SF (1st Floor) New Offices: 7,234 SF (2nd Floor) New Outdoor Storage, Display aind/or Sales: 28,360 SF Note: Items stored within the outdoor storage area shall not exceed the height of the landscaping or other methods of screening installed. SIGNS All signs shall conform with the MUTCD Guidelines. GENERAL CONSTRUCTION NOTES 1. PRIOR TO 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 (VDOT). 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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO280D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Required Building Supply: 1 Space Per 400 SF 18,000 / 400 = 45 Spaces Required Furniture Store: 1 Space per 400 SF of Retail Area 4,000 SF / 400 = 10 Spaces Required Offices: 1 Space per 200 SF of Net Floor Area (80% of Gross) 7,234 SF X .80 = 5,787 / 200 = 29 Spaces Required Total Number of Spaces Required: 84 Spaces Total Number of Spaces Provided: 90 Spaces (Includes 4 Van Handicap Accessible Spaces) WATER & SANITARY SERVICES Water will be provided by a new water service line connection to an existing RWSA line along Berkmar Drive. Sanitary will be provided by a new sanitary sewer line that will connect to an existing manhole along Seminole Trail near the adjacent furniture store. Additional detail will be provided with the final site plan submittal. 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 initial site plan. LANDSCAPING CANOPY See sheet C5 for proposed landscaping and canopy calculations. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the South Fork Rivanna River Watershed. This site is not located within a water supply protection area. LIGHTING Proposed outdoor lighting locations will be shown on the final site plan submittal. LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Impervious area 0 SF 0% Open space 174,240 SF 100% Total= 174,240 SF (4.0 ac.) PROPOSED Area % Building 18,466 SF 10.6% Pavement 78,282 SF 44.9% Sidewalk 2,360 SF 1.4% Impervious area 99,108 SF 56.9% Open space 75,132 SF 43.1% Total= 174,240 SF (4.0 ac.) MECHANICAL EQUIPMENT Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. o � v JUSTI HIMP Y Li 45183 �SS10NAL 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 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, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, 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 THE DENSITY OF THE ADJACENT SOIL. 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 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 SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR 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 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14, ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 16. 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 SPECIFICATIONS OF ALBEMARLE COUNTY. 17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE 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. TREE LINE FENCE STREAM - - 12 - INTERVAL CONTOUR - - ,�w-- - cc- INDEX CONTOUR r CG -2 STANDARD 6' CURB CG -6 COMBINATION 6' CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK �h RIPRAP >>><<f Own ASPHALT GRASS EC -2 MATTING EC -3 MATTING WETLAND 10 10 PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 G, ( HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. INITIAL SITE DEVELOPMENT PLAN FOR BETTER LIVING 15ERKMAR DRIVE PORTION OF TAX MAP 04500-00-00-1 12E30 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MOP Qrnni F:. ovo_oi nnnw t� sam' 's Club i% SIGNATURE BLOCK 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 INDEX C I - COVER SHEET C2 - EXISTING CONDITIONS C3 - SITE FLAN C4 - GISADI NG * UTILITY PLAN C5 - LANDSCAPING PLAN CG - SITE *UTILITY DETAILS DATE OWNER / DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 7627 Charlottesville, VA 22906 ZONING HC - Highway Commercial AIA - Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 1723 PG 690 (3.13 Acs) - DB 1380 PG 490 & 491 (Plat) BENCHMARK Bench mark is an existing storm sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 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 Survey Conducted On: Feb 19 & 20, 2016 A title report was not provided. All 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' Min. & 30' Max. Front Parking: 10' Min. Rear & Side Building: 50' Min. From Adjacent Residential Rear & Side Parking: 20' Min. From Adjacent Residential Adjacent To Residential: 20' Undisturbed Buffer EXISTING USE Vacant Land PROPOSED USE New Building Supply Sales: 11,000 SF (Basement) 7,000 SF (1st Floor) New Furniture Sales: 4,000 SF (1st Floor) New Offices: 7,234 SF (2nd Floor) New Outdoor Storage, Display aind/or Sales: 28,360 SF Note: Items stored within the outdoor storage area shall not exceed the height of the landscaping or other methods of screening installed. SIGNS All signs shall conform with the MUTCD Guidelines. GENERAL CONSTRUCTION NOTES 1. PRIOR TO 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 (VDOT). 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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO280D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Required Building Supply: 1 Space Per 400 SF 18,000 / 400 = 45 Spaces Required Furniture Store: 1 Space per 400 SF of Retail Area 4,000 SF / 400 = 10 Spaces Required Offices: 1 Space per 200 SF of Net Floor Area (80% of Gross) 7,234 SF X .80 = 5,787 / 200 = 29 Spaces Required Total Number of Spaces Required: 84 Spaces Total Number of Spaces Provided: 90 Spaces (Includes 4 Van Handicap Accessible Spaces) WATER & SANITARY SERVICES Water will be provided by a new water service line connection to an existing RWSA line along Berkmar Drive. Sanitary will be provided by a new sanitary sewer line that will connect to an existing manhole along Seminole Trail near the adjacent furniture store. Additional detail will be provided with the final site plan submittal. 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 initial site plan. LANDSCAPING CANOPY See sheet C5 for proposed landscaping and canopy calculations. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the South Fork Rivanna River Watershed. This site is not located within a water supply protection area. LIGHTING Proposed outdoor lighting locations will be shown on the final site plan submittal. LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Impervious area 0 SF 0% Open space 174,240 SF 100% Total= 174,240 SF (4.0 ac.) PROPOSED Area % Building 18,466 SF 10.6% Pavement 78,282 SF 44.9% Sidewalk 2,360 SF 1.4% Impervious area 99,108 SF 56.9% Open space 75,132 SF 43.1% Total= 174,240 SF (4.0 ac.) MECHANICAL EQUIPMENT Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. o � v JUSTI HIMP Y Li 45183 �SS10NAL 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 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, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, 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 THE DENSITY OF THE ADJACENT SOIL. 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 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 SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR 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 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14, ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 16. 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 SPECIFICATIONS OF ALBEMARLE COUNTY. 17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE 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. U1 UU Ems; f -� r..__.,, .... _... w,- B B 5 HP DC CHAgL07T 7"M' 45-6BC B ESVILLE REALTY F 0. B. 1439- CORPORATIO t _ MB w it 196. N n 198 PLAT ❑.B. 815-77v� .... B0.8. 478 79 PLAT,526PLAT B _....k T. M 45-68C I B J 5 - v cl W CL -TH � L 44 U JUSTIHIMP Y LIC 45183 30 0 30 60 90 Scale: 1 "=30' s° I � , 1 / � 1 II I SET TRUNK PLUMB. SEE PLANS FOR EXACT I 11 li Ii �� LAYOUT AND SPA TREE TIES, SEE S 1-1/2" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND Wf THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL WMI M nee Protection NQODE POLE , — Fencing (TW.) t 0 STORAGE- 71 - sf i ED �..: NALL �4 v o - 2 - 0 \ \\ �U00 _.. v� v v LEE 08 \ 5' _Cif Cif —— —ps 9, GUY NA w...__ ....._ ... 04 X ao 0 I Lo UNDISTURBED SOIL z L BALL DIA. (MIN) TREE PLANTING DETAIL C5 Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP pO IMMEDIATELY AFTER o4 �4 4 4 REMOVE BURLAP FROM PLANTING AND WATER oo 4 TOP 1/3 OF ROOTBALL THOROUGHLY. 4 O 3" TALL WATERING PLANTING PIT. G �' BERM PREPARED SOIL FOR SHRUBS o n n o FINISHED GRADE D 1/2 BALD DIA., MIR i N SOIL SURFACE ROUGHENED ----- ------ TO BIND NEW SOIL i 2 SHRUB PLANTING DETAIL C5 Not To Scale Counts' of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III -281-111-297 for complete spLcifications) l . The followinz items shall be shown on the nlan: ❑ Trees to be saved: I❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of prolective fencing: ❑ Grade changes requinng tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3, Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stora>re: LlHeaN- equipment, vehicular traffic and storage of construction inaterials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not penuutted within 100 feel of the dripline of trees to be saved. 7, Toxic Materials: ❑ Toxic materials shal I not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading actin ih snail be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved. a tree well shall be proN-ided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered willnn the dripline a tree to be sayed., a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenehinj! and Tunnelins: ❑ When trenching is required within the limils of clearing, it shall be done as far away from the tninks of trees as possible. Tunneling under a large tree shall be considered as an alternatire when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last itenis removed during the final cleanup. 13. Damated Trees: ❑ Damaged trees slualh be treated nnmediately by priming. fertihiration or other methods reconunended bN a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 174,240 X .10 = 17,424 SF REQUIRED PROVIDED: 14,437 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) + 10,235 SF OF EXISTING CANOPY * 1.25 = 27,231 SF STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 221 LF/35 = 7 TREES REQUIRED SINGLE ROW OF 12" HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 7 NEW TREES PROVIDED 28 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING - (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 79 SPACES/10 = 8 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 38,688 SF X .05 = 1,935 SF REQUIRED PROVIDED: 15 TREES PROVIDED 9,320 SF LANDSCAPED AREAS PROVIDED INTERIOR ROAD LANDSCAPING: 1 LARGE SHADE TREE PER 40' OF ROAD LENGTH ON EACH SIDE WITHIN THE ENTRANCE CORRIDOR: 393 LF/40 = 10 TREES REQUIRED PROVIDED: 10 TREES PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. LANDSCAPE SCHEDULE Plant o Nc I ... , _ Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy ' �, � � f F P pg �9{ � j � I o � � I ( � � • 3 , Z '� &G:. o I � . 9,�sP3. z.� Mt � 16 471 7536 x Large Shade Tree" Zelkova serrata Green Vase 3.5" Cal. I 443 5759 Green Vase" Zelkova �- Ornamental Tree Cercis canadensis 1 M �s7 124 co, 4 t \ \t Evergreen Screening Shrub Ilex glabra ; New 15 VDOT Access v 23 i H �r t `� t \ t V V P PAVED Easeme �� \ \\ ? 1 n r 0 0 t t 1 rfi t V — D� BOLLARD i / FUEL PAVED — 1 w i I C I t _ FUEL' PUMP } -- TANK ` _�_ .n — EDGE OF PAVEMENT \ I I I I I ll It _ ___ -- — - _ _w, .� .. 03�, O A I 1 _ " - — RetaiL�in��lafl_� a _ - - - --_. — .,...._. .. ........ .._... ='7' \� — _ et ht H 9 BI r�`-- cmc _ ague — —7—SF � etalnm V17ai g I — 6 -- Wed L= — — -Pro— �}� - _ —_'0.1-6 --Acres — _ ` 4so�3Q _ e l _ — _ —Rer Jamestown eoler Blockr _ _ itvlP�_ 6$Cfi _ _ _ _ I - --- - -_ - -- Z 3Kt N� I \ . � �..,�.. ..... / — — — _ _qT -- - - r-, — i __ � i� — _ _ _— r _ 4 ^. � -- —r^ --_ •-• _ ... _ r. � __rte r-, __ 30 0 30 60 90 Scale: 1 "=30' s° I � , 1 / � 1 II I SET TRUNK PLUMB. SEE PLANS FOR EXACT I 11 li Ii �� LAYOUT AND SPA TREE TIES, SEE S 1-1/2" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND Wf THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL WMI M nee Protection NQODE POLE , — Fencing (TW.) t 0 STORAGE- 71 - sf i ED �..: NALL �4 v o - 2 - 0 \ \\ �U00 _.. v� v v LEE 08 \ 5' _Cif Cif —— —ps 9, GUY NA w...__ ....._ ... 04 X ao 0 I Lo UNDISTURBED SOIL z L BALL DIA. (MIN) TREE PLANTING DETAIL C5 Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP pO IMMEDIATELY AFTER o4 �4 4 4 REMOVE BURLAP FROM PLANTING AND WATER oo 4 TOP 1/3 OF ROOTBALL THOROUGHLY. 4 O 3" TALL WATERING PLANTING PIT. G �' BERM PREPARED SOIL FOR SHRUBS o n n o FINISHED GRADE D 1/2 BALD DIA., MIR i N SOIL SURFACE ROUGHENED ----- ------ TO BIND NEW SOIL i 2 SHRUB PLANTING DETAIL C5 Not To Scale Counts' of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III -281-111-297 for complete spLcifications) l . The followinz items shall be shown on the nlan: ❑ Trees to be saved: I❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of prolective fencing: ❑ Grade changes requinng tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3, Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stora>re: LlHeaN- equipment, vehicular traffic and storage of construction inaterials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not penuutted within 100 feel of the dripline of trees to be saved. 7, Toxic Materials: ❑ Toxic materials shal I not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading actin ih snail be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved. a tree well shall be proN-ided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered willnn the dripline a tree to be sayed., a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenehinj! and Tunnelins: ❑ When trenching is required within the limils of clearing, it shall be done as far away from the tninks of trees as possible. Tunneling under a large tree shall be considered as an alternatire when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last itenis removed during the final cleanup. 13. Damated Trees: ❑ Damaged trees slualh be treated nnmediately by priming. fertihiration or other methods reconunended bN a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 174,240 X .10 = 17,424 SF REQUIRED PROVIDED: 14,437 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) + 10,235 SF OF EXISTING CANOPY * 1.25 = 27,231 SF STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 221 LF/35 = 7 TREES REQUIRED SINGLE ROW OF 12" HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 7 NEW TREES PROVIDED 28 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING - (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 79 SPACES/10 = 8 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 38,688 SF X .05 = 1,935 SF REQUIRED PROVIDED: 15 TREES PROVIDED 9,320 SF LANDSCAPED AREAS PROVIDED INTERIOR ROAD LANDSCAPING: 1 LARGE SHADE TREE PER 40' OF ROAD LENGTH ON EACH SIDE WITHIN THE ENTRANCE CORRIDOR: 393 LF/40 = 10 TREES REQUIRED PROVIDED: 10 TREES PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF o Large Shade Tree Quercus palustris Pin Oak 3.5" Cal. 16 471 7536 Large Shade Tree" Zelkova serrata Green Vase 3.5" Cal. 13 443 5759 Green Vase" Zelkova �- Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 2 124 248 Evergreen Screening Shrub Ilex glabra Inkberry Holly 2' Ht. 28 23 644 Evergreen Screening Tree Thuja occidentalis Nigra Eastern Arborvitae 8' Ht. 25 10 250 NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 14437 05 DOWELS, 8" LONG A AT 12" C -C _, 5' MN. 12:1 MAX Z V B 2' (SEE TABLE)i A 121 MAX 113 �-TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE_ OF ROADWAY CURB BACK OF CURB 44B 20 :1 48 z' MIN. SECTION A -A ERMISSIBLE CCOONNTTRUCTION SECTION B -B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT IN FEET 4" CURB 6" CURB - 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. Y= a 3 N 0 4 -nn ♦ n♦ 11 11 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WITHIN THE CROSSWALK 5' MN CG -12 CG -12 DETECTABLE WARNING SURFACE �� TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 213.06 l RPATED.MOOD GAT ES PIIIIS'l TO rIATCN 5113GS DUMPSTER ENCLOSURE ------ ----- f �-- DUPAPSTFF PAD SFE DETAIL 5,'G8� DUMPSTER PAD PLAN DUMPSTER SCREENING DETAIL Not To Scale 4 z 4 STEF'L COLUrJrl 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED �TYPCAL SIDEWALK SECTIO N C6 Not To Scale 1.5" OF SM -9.5A SUPERPAVE ' 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000000000000000 0 0 0 0 0 0 0 0 6" - VDOT #21A BASESTONE I F1 11-111-11 iii -I i IIIIIIII I- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARK NG LOT Not To Scale CG -12 GENERAL NOTES: NOTES 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. CG -6 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. DETECTABLE WARMING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) NOTES: 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FINN. WIDTH OF THE 41000 PSI F PRECAST. RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN 3 ONG FACE OF CRB URB) WILL BE PAD FORA RADIUS OF 300 AS O�NSCURB, TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 4000 PSI IF PRECAST. TYPE A (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) 3. SLOPING SIDES OF CURB RMI' MAY BE POURED MONOLITHICALLY WITH IMF PERPENDICULAR IN ORDER THAT THE BOTTOM OF CURBFILL _COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT 4. F RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN THAT ADJOIING FLARED SUS CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MN 8. REQUIRED BARS ARE TO BE NO.5 X 6" PLACED T CENTER TO CENTER ALONG TfHRAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM BOTH SIDESETE GUTTER. ti2'1 5. CG -2 IS TO BE USED ON ROADWAYS 11MM�EETING THE CG -6 AS SHO&Sr% OF 4. FOR USE WITH STABILIZED OPEN -GRADED APPENDIXEATOF TTHHE VDOT ROAD MANUAL. S. CURB/ CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS d d DRAINAGE LAYER, THE BOTTOM OF THE CURB ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER TO THE SLOPE OF SUBBASE COURSES FJ& SURFACE AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY SEE AND TO THE: DEPTH OF THE PAVEMENT. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. WITHIN PEDESTRIAN NOTE 4 5. ALLOWABLE CRITERIA FOR THE USE OF THEY MUST BE LOCATED CR6S§WALKS AS MOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHY POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIKE ROUTES PROVIDE A 66NTN000S ►♦AX a - BASE UNOBSTRUCTED STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL--�j7= NO AS SHOWN IN A S 2" R ACCESSIBLE EUMIENTS OF A FACILITY THAT CAN BE APPROACHED, ENTEREDAND USED PEDESTRIANS. DIGN OT ROEAD DESIGN MANUAL.PENDIX OF THE BY 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTUL SECTIONS PROVIDED THAT THE CURB OPENNG IS PLACED WITHIfN THE LIMTS OF THE CROSSWALK AD 2" HIGHER TF1M1 bF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT AC.W.. SAME AS TOP OF CURB 9. TYP TE ALK IS 4" KK. THE ANc RADICANNoT �ro "cE� TRuac 4 2" RADIUS TYPE C 6., sr ,wD�c°clls-'c01JALETR°E TRUCK { RAFFIC) FOR ETE DEP'<HL PARALLEL &PERPENDICULAR 10, WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, 712" � d THE MINIMUM WIDTH SHALL BE TIE WIDTH OF THE SHARED USE PATH 15" d - MN •. 18"- 24" a . 7,. TRUNCATED DOME O O A p MAX. `) 'd p- .'d 7SUBBASE 0 0 0 00 0 0 0 00 A-. 00 0 0 0 00 0oO0OOOOOoo0 -.Q . ' s e r 1�- 12" 00 00 0 0 0 0 0NG0 ACCEPTABLE ALTERNATIVE THE BOTTOM OF THE CURB AHD 0 0 0 0 0 0 0 0 050Y - 65Y. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 TOP ULAWItK 000000000000000 PARALLEL TO THE SLOPE OF 0.9" - 1.4" 6" VARIABLE 6" CURB BASE DIAMETER t502STANDARD 105 -4' MINIMUM. PAY LITS TRUNCATED DOME OF TRANSPORTATION REV. 9/06 DETECTABLE WARNING DETAIL DETAIL HE SET I Of 4 CG-12 DETECTABLE WARNING SURFACE SPECIFICATION 7/05 GENERAL NOTES REV. �z 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 6" CURB & l RPATED.MOOD GAT ES PIIIIS'l TO rIATCN 5113GS DUMPSTER ENCLOSURE ------ ----- f �-- DUPAPSTFF PAD SFE DETAIL 5,'G8� DUMPSTER PAD PLAN DUMPSTER SCREENING DETAIL Not To Scale 4 z 4 STEF'L COLUrJrl 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED �TYPCAL SIDEWALK SECTIO N C6 Not To Scale 1.5" OF SM -9.5A SUPERPAVE ' 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000000000000000 0 0 0 0 0 0 0 0 6" - VDOT #21A BASESTONE I F1 11-111-11 iii -I i IIIIIIII I- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARK NG LOT Not To Scale ��EALTH o� o v JUSTI IMP Y Lic�► 45183 �G ez'sSIONAL E ' CG -2 NOTES CG -6 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. NOTES: 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 41000 PSI F PRECAST. 3 ONG FACE OF CRB URB) WILL BE PAD FORA RADIUS OF 300 AS O�NSCURB, 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4000 PSI IF PRECAST. (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) 3. COMBINATION CURB & GUTTER HAVING A RADIUS IN ORDER THAT THE BOTTOM OF CURBFILL _COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN BE PAID FOR AS RADIAL COMBINATION CURB & INCREASE IN DEPTH. GUTTER. q. 2" R 5. CG -2 IS TO BE USED ON ROADWAYS 11MM�EETING THE CG -6 AS SHO&Sr% 4. FOR USE WITH STABILIZED OPEN -GRADED APPENDIXEATOF TTHHE VDOT ROAD MANUAL. d d DRAINAGE LAYER, THE BOTTOM OF THE CURB 6" AHD GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES FJ& SURFACE SEE AND TO THE: DEPTH OF THE PAVEMENT. NOTE 4 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION BASE NO AS SHOWN IN A S 2" R DIGN OT ROEAD DESIGN MANUAL.PENDIX OF THE p SUBBASE 4 2" RADIUS e 6., 712" � d 15" d - MN •. a . 7,. A p MAX. `) 'd p- .'d 7SUBBASE A A-. -.Q . ' s e s 1�- 12" - ACCEPTABLE ALTERNATIVE THE BOTTOM OF THE CURB AHD F CURB IS EXTRUDED GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" 6" CURB SUBBASE COURSES PROVIDED A t502STANDARD 105 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01 ��EALTH o� o v JUSTI IMP Y Lic�► 45183 �G ez'sSIONAL E ' CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AHD GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES FJ& AND TO THE: DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION NO AS SHOWN IN A S 2" R DIGN OT ROEAD DESIGN MANUAL.PENDIX OF THE p 1:T s e 7,. A p A .4 A ' s e s J - - - - THE BOTTOM OF THE CURB AHD GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED, THIS AREA MAY BL CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCECOMBINATION 6" CURB & GUTTER REV.9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 ��EALTH o� o v JUSTI IMP Y Lic�► 45183 �G ez'sSIONAL E '