Loading...
HomeMy WebLinkAboutSDP202100087 Plan - Revision 2022-06-15ACREAGE SUMMARY (IN ACRES) TOTAL PARCEL AREA 1.02 TOTAL DISTURBED AREA 0.09 PROPOSED NPERVK)US COVER AREA 0.81 PAVED PARKNO AREA I1 VEHICULAR CIRCULATION AREA (PROPOSED) 0.50 TRAFFIC INFORMATION 153 VEHICLES PER DAY ESTIMATED FOR THIS DEVELOPMENT WATER NOTE: THIS PARCEL IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED FLOOD INFORMATION FEMA ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) PER FEMA MAP NO. 51003CO278D, EFFECTIVE DATE: FE812UA12Y 4, 2005 SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY: ALTA/NSPS LAND TITLE SURVEY, DATED MAY 25, 2021, PREPARED BY SURVEY MATTERS, LLC NOTE: EXISTING LIGHTS WILL BE USED. NO NEW LIGHTS PROPOSED FOR THIS SITE. BUILDING DEPARTMENT GENERAL NOTES: I. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI AII7.1-09 AND THE 2015 VIRGINIA CONSTRUCTION. 3. ALL ROOF DRAINS SHALL DISCHARGE N A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 4. BUILDINGS OR STRUCTURES BUILT BEFORE JANJA12Y I, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. 5. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 6. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 7. THE ALBEMA12LE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRNaa LEAD-IN CONFECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO 12ETAN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVER® BY THE ACSA OR ACRID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(SYBUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. Asphalt N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE NOTES: I. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS HAVE BEEN OBTAINED FROM TOPOGRAPHIC SURVEY PREPARED BY SURVEY MATTERS, LLC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BEGIN ANY WORK F CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONT12ACTCQ SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2 ALL DIMENSIONS, UNLESS NOTED, ARE TO FACE OF CURB, FACE OF BUILDING OR CENTERLINE OF PARKING BAY. 3. UNLESS OTHE12WISE NOTED, PAVEMENT SHALL BE STANDARD DUTY ASPHALT WITHIN DRIVEWAY AND PARKING AREAS. 4. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF THE DOORS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS, 6. ALL WORK AND MATERIALS SHALL COMPLY WITH ALBEMA12LE COUNTY AND/OR VDOT REGULATIONS AND CODES AND O.S.H.A. STANDARDS. SPECIAL USE PERMIT: SITE DATA ADDRESS: 1720 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 22901 PROJECT AREA: '1.02 AC ZONING: HIGHWAY COMMERCIAL WC) OVERLAY DISTRICTS: ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), STEEP SLOPES (MANAGED) TAX MAP: 04500 1 PARCEL ID: 0-I0600 MAGISTERIAL DISTRICT - 210 EXISTING USE: VACANT GOODWILL STORE/PROPOSED USE: AUTOMOBILE SERVICE SHOP SETBACK REQUIREMENT; FRONT MINIMUM - 10' FROM THE EXTERIOR EDGE OF THE SIDEWALK FRONT MAXIMUM: NONE SIDE: PER THE BUILDING CODE 2EAR1 PER THE BUILDING CODE PARKING DATA PROPOSED BUILDING AREA PARKING REQUIREMENT REQUIRED PARKING PARKING SPACES PROPOSED AUTOMOBILE - 9,200 GSF SERVICE SHOP I/ EACH EMPLOYEE + 2/EACH SERVICE STALL 18+16 - 34 (18 EMPLOYEE + 8 SERVICE STALL) 34 SP202100003 CALIBER COLLISION SPECIAL USE PERMIT CONDITIONS I. DEVELOPMENT OF THE USE MUST BE IN GENERAL ACCORD (AS DETERMINED BY THE DIRECTOR OF PLANNING AND ZONING ADMINISTRATOR) WITH THE CONCEPTUAL PLAN TITLED "CALIBER COLLISION: CONCEPTUAL SITE PLAN 01", PREPARED BY BRET FLORY, DATED OCTOBER I, 2021. TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN, DEVELOPMENT MUST REFLECT THE FOLLOWING ESSENTIAL MAJOR ELEMENTS: • BUILDING FOOTPRINT • PARKING AREAS 2. DEVELOPMENT ALSO MUST REFLECT THE FOLLOWING ADDITIONAL MAJOR ELEMENTS: • A FOURTEEN (14)-FOOT WIDE PLANTING STRIP • AN EIGHT (8)-FOOT WIDE SHARED USE PATH CONSTRUCTED OF PERMEABLE PAVEMENT (SUBJECT TO EXISTING EASEMENTS AND OTHER SITE CONSTRAINTS) MINOR MODIFICATIONS TO THE PLAN THAT DO NOT CONFLICT WITH THE ELEMENTS ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE. P : MVIDE SEAL:: COAT: (INN : : . .::::Q(157YNG: ASI?KCJ:T: A,N[? 1RE,iT�RF'� N/F Balmun, LLC. PID: 04500-00-00-105AO DB. 2223, PG. 458 Zone: HC USE:SHOPPING CENTER FIRE FLOW REQUIREMENTS: REQUIRED ISO FIRE FLOW 1 2000 GAL/MIN FOR 2 HOURS AVAILABLE 2610 GAL/MIN EXISTING FIRE HYDRANT IS LOCATED *-19O' SOUTH (FROM SOUTHERN BUILDING CORNER) AT THE ENTRANCE DRIVE TO CVS N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE NOTE: THE LOCATION OF THE FRONT MINMJM-� SETBACK MAY CHANGE BASED ON THE FINAL PLACEMENT OF THE PROPOSED SHARED USE PATH, PER THE CONDITIONS OF SPECIAL USE PERMIT N/F The Luck Group, LLC. PID: 04500-00-00-106AO DB. 4345, PG. 207 Zone: HC USE:COMMERCIAL/RETAIL Traffic Sign — LEGEND EXISTING PROPOSED DESCRIPTION O NUMBER OF SPACES PER ROW - — — - CURB E GUTTER �— �- SIGN HANDICAP SYMBOL CONCRETE PAVEMENT SEAL COAT ASPHALT ® POROUS CONCRETE ASPHALT LIGHT POLE FENCE _ = PROPERTY LINE SAW CUT LINE FAUX BRICK CROSSWALK MANAGED STEEP SLOPE SOD PAVEMENT DESIGN NOTE: ASPHALT AND CONCRETE PAVEMENT SHALL BE PER THE SPECIFICATIONS OUTLINED IN THE VIRGINIA DOT STANDARDS AND SHALL BE DESIGNED TO ENDURE I-120 LOADING. FREELAND E KAUFFMAN, INC. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DESIGN AND PERFOMANCE. POB N 3,918,223. E 11,490,70, 1 - CG-6 , EXISTING WATER METER a CALL DIG EVERY DIGGING JOB REQUIRES A CALL EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, OISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING SIT BEFORE EACH JOB. NETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. LEGEND O EXISTING EDGE OF PAVEMENT OB EXISTING 6 CURB OC EXISTING BOLLARD TO REMAIN O ACCESSIBLE PARKING SPACE W/ SIGN TYPICAL SEE SITE DETAILS SH�ET FOR ACCESSIBLE SPACE SIGN AND SYMBOL. OE ADA SIGN IN PIPE BOLLARD POST O DUMPSTER ENCLOSURE (RE: ARCH) © 18'XI8' HEAVY DUTY CONCRETE PAD (RE: ARCH) OH PROPOSED 8' WIDE SHARED USE PATH O CURB RAMP OJ SINGLE WHITE SOLID LNE-4' WIDE (SWSL/41 OK ASPHALT TO CONCRETE CONFECTION O RELOCATE EXISTING A/C OUTS OM RELOCATED A/C UNITS ORE, ARCH) ON PROPOSED 14' WIDE PLANTING STRIP OO EXISTING FENCE TO REMAIN. INSTALL VERTICAL VISION SLATS (RE: SITE DETAILS) OP PROPOSED 6' HIGH WOOD FENCE WITH PRIVACY MESH (RE1 SITE DETAILS) ® PROPOSED 6' HIGH ORNAMENTAL FENCE WITH VX4' STEEL POSTS WITH PRIVACY MESH (RE SITE DETAILS) OR SLIDING GATE (RE1 ARCH) O KNOX BOX O ORNAMENTAL SWING GATES (RE: ARCH: O SAW CUT LINE O EXISTING SIDEWALK TO REMAIN O EXISTING LIGHT POLE TO REMAIN O 'STOP SIGN O 'STOP' BAR O 'DO NOT ENTER' SIGN ® 'ONE WAY' SIGN BB PROPOSED CONCRETE SIDEWALK (MATCH WIDTH WITH EXISTING SIDEWALK) CC RELOCATED KEYPAD DD PROPOSED 'SHARED USE PATH' SIGN EE DETECTABLE WARNING (TYPE VDOT CG-12) FF TIE TO EXISTING CURB GG SPACES ADJACENT TO FENCE ARE RESERVED FOR DAMAGED VEHICLE STORAGE AND NOT CUSTOMER PARKING SITE PLAID 0 10 a SCALE r • 20' REVISIONS BY Q 1/14/2022 RESUBMITTAL TO COUNTY AK ® 4/28/2022 RESUBMITTAL TO COUNTY AK ® 6/13/2022 RESUBMITTAL TO COUNTY AK U Z CQ O G 11L R C N LLl j 0 Qa Norn O C: L0 Y �oU L J o O Iq 0 3: cc) ai h rn o > Q � o C W W W LL ka a S" fRC ~a oc�i -wF _]'Im S i N. No. O;L.L 797 a '° i � w� K ��Y'SfONAL Ei' +� 000#4` ?}j zQ O V / W U J O OCO CO ULLJ 0am Wnz 0� Q � Z Lu mO Oda= 0 1__IL Q U Cl- DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 4 OF 13 SHEETS SDP u 000000413