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HomeMy WebLinkAboutSDP202000047 Plan - Revision 2020-10-08x VIRGINIA INSTITUTE OF AUTISM SITE DATA: TAX MAP PARCEL: 061 WO-02-00-002A1 PARCEL AREA: 1.71 ACRES LIMITS OF DISTURBANCE: 0.15 ACRES (6,500 SF) ZONING: C-1 (COMMERCIAL) AIRPORT IMPACT OVERLAY DISTRICT STEEP SLOPES (MANAGED AND PRESERVED) OVERLAY DISTRICT THIS PROPERTY IS SUBJECT TO THE APPROVED CONDITIONS OF SPECIAL USE PERMIT SP201900004. MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, DECEMBER 6, 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET UTILITIES WATER SUPPLY: ACSA SANITARY SEWER: ACSA FIRE HYDRANTS: EXISTING HYDRANT LOCATED ALONG HILLSDALE DRIVE, APPROXIMATELY 51' FROM THE WESTERN CORNER OF THE BUILDING. WATERSHED: MEADOW CREEK WATERSHED THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. ZONING ORDINANCE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT 10' MIN. 38' 30' MAX SIDE/REAR 20' MIN. (PARKING) 24.7' (ABUTTING RESIDENTIAL) 50' MIN. (STRUCTURES) 67.4' SIDE/REAR IN ACCORDANCE WITH (ABUTTING COMMERCIAL) BUILDING CODE 16.7' USE PRESENT: SENIOR CITIZEN CENTER PROPOSED: ADULT SERVICE CENTER EXISTING BUILDING TO REMAIN. BUILDING HEIGHT WILL NOT CHANGE. BUILDING HEIGHT: 43'-2" BUILDING AREA: 21,742 SF (INCLUDING BASEMENT) PARKING EXISTING: 101 SPACES PROVIDED: 88 SPACES (REMOVING 13 REGULAR SPACES) IMPERVIOUS AREA (WITHIN PARCEL AREA) EXISTING: 1.25 ACRES PROPOSED: 1.21 ACRES WETLAND IMPACTS: NONE THE PRESERVED STEEP SLOPES LOCATED WITHIN THE PARCEL WILL NOT BE DISTURBED BUT WILL BE PROTECTED BY SILT FENCE. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. (SENIOR CENTER) MINOR SITE PLAN AMENDMENT SDP202000047 COUNTY OF ALBEMARLE, VIRGINIA IS WYNRIDGE Cornlrnanwea11h 6/1/2020 lAua Charlottesville Fashion Square Ir BRANCHLANDS BRANCHLANDS PROJECT LOCATION RETIRE. VILLAGE OK CONDOS ,,Ineyard Vines Marshalls w rs9lM.� VICINITY MAP SCALE: 1" = 1000' RAINTR G31 GLENWOOD STATION FOUNTAIN COURT (CONDOS OWNER: VIRGINIA INSTITUTE OF AUTISM 943 GLENWOOD STATION LANE, SUITE 201 CHARLOTTESVILLE, VA 22901 CONTACT: ED GILLASPIE TELEPHONE: 434-923-8252 EMAIL: EGILLASPIE@VIASCHOOL.ORG ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C2.0 EXISTING CONDITIONS PLAN C2.1 DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING AND DRAINAGE PLAN 11.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL SHEETS = 9 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL �tiALTH p� V cwG W. J. KO'rAR.SKI Lie. No. 0402048507 08, 09109/ 2020 a� fn ZD x 0 0 w w_ x Z 0 U0 0 0 H DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A LJJ z LJJ U O z �,LJ^J V/ Cam/ G Q V/ (D I —I }j z W Q D 0 0 LL LU U 0� Q Uj Ly w co � a I --I V/ z I--i Q 1-4 z I---1 H—I JOB NO. 44930 SHEET NO. C0.0 L ACSA GENERAL WATER & SEWER CONDITIONS GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1��/,Lz�ro RECEIVED WILLIAMS MULLEN A-„ � r>M:tNVP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-45% Phone (434) 296-5832 Fax (434) 972-4126 November20,2019 Lori H Schweller 321 East Main St, Suite 400 Charlottesville VA 22902 RE: SP201900004 Virginia Institute of Autism Adult Service Center Dear Ms. Schweller On October 2, 2019 the Board of Supervisors took action on your Special Use Permit for Tax Map Parcel Number 061 WO0200002A1, in the Rio District. The Special Use Permit was approved by the Board's adoption of the attached Resolutions and Conditions. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT. • approval of and compliance with a SITE PLAN amendment; and • approval of a ZONING COMPLIANCE CLEARANCE. If you have questions regarding the above -noted action, please contact Rebecca Ragsdale at 296-5832. Sincerely, Mariah Gleason Senior Planner Planning Division Cc. Senior Center Incorporated 1180 Pepsi Place Charlottesville VA 22901 Resolutions & Conditions RESOLUTION TO APPROVE SP 2019-04 VIRGINIA INSTITUTE OF AUTISM ADULT SERVICE CENTER WHEREAS, the Virginia Institute or Autism submitted an application for a special use permit to use all existing building on Tax Parcel 061 WO-02-00-002A I, located at 419 Hillsdale Drive; for office and private school uses for the purpose of an Adult Service Center program to serve 52 adults with 69 staff members, and the application is identified as SP201900004 Virginia Institute of Autism Adult Service Center ("SP 2019-04"); and WHEREAS, on August 20, 2019, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2019-04 with staff -recommended conditions; and WHEREAS, on October 2, 2019, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2019-04. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2019-04 and all of its attachments, the information presented at the public hearing, any written comments received, and the factors relevant to a special use permit in Albemarle County Code §§ I8-18.2.2(5), 18-22.2.2(6), 18-33.39; and 18-33.40, the Albemarle County Board of Supervisors hereby approves SP 2019-04, subject to the conditions attached hereto. � Y d I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duty adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a meeting held on October 2.2019. Avc Nay Mr, Dill Absent Mr. Gallaway Y Ms. Mallek Y Ms. McKeet Y Ms. Palmer Y Mr. Randolph Y c e cc nl Clerk, Board of County Supervi o SP-2019-04 Virginia Institute of Autism Adult Service Centel - Special Use Permit Conditions 1. Development of the use shall be in general accord with the conceptual plan titled "Virginia Institute of Autism Adult Service Center" prepared by Timmons Group, with the latest revision date of August 6, 2019, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, development shall reflect the following major elements within the development essential to the design of the development: • Location of potential future outdoor recreation area as shown on the plan. Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance, 2. Maximum enrollment shall be 65 participants. 3. Normal hours of operation for the Center shall be from 7:30 a.m. to 6:00 p.m., Monday through Friday, with occasional evening and weekend activities. 4. Signage must be provided onsite, near the point of egress, notifying buses that only a left turn out is permitted. 5. Prior to converting a portion of the parking area to outdoor recreation space, silt fencing must be provided along the top of preserved steep slopes. JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. SITE PLAN LEGEND WATER 101 STORM PIPE 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER >s >• LIMITS OF DISTURBANCE X- XXX - XXX f TC 725.94 FENCE MAJOR CONTOUR MINOR CONTOUR PROPOSED SPOT ELEVATION PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BIN = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS Albemarle County Engineering Final Plan General Notes Page I of 4 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURESAMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY U CRAIG W. J. KOTARSKI Lie. No. 0402048507 ,a ir", 0910912020 _off M E 0 N U N C > E w a E W LL o 3 a j U EO W J-N H 0W O am, v z �a IS N= X oa = zr Vv a, O N M v W J H Z O a U LU w 0 Z O U) w of DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 44930 SHEET NO. C1.0 L Mterrsmr Standard 3'( Cleaance) 2J'e" (Hinge Clearance) 1IWidths Ir iy 1YA" FORERUA'NER'"Rail / (See CSas Smaan on Pwvl Orew„�1 111 Varies j® with Heigln Varies Post size varies with Height with (S.WRELON//"'Po"-Sizina O Height I Standard Heights (A)Gate Upright 4', 5', 6', 7, 8, 9, 10'1 I 2" x .250 wall ® 1"W x .125 wall Picket rn Weldon Box Hinge IRmwm+�mt Ped�') O 2" Nina 'I �. 3ii"TYPICAL I �_: 36" Min. Footing depth %" Pickets welded to FORERUNNER Rail prior n costing %4" 2%" (Hinge Clearance) --{ Varies with Might Varies with Height Standard Heights 4', 5', 6', 7, 8, 9', 10' 4. a� Adornment Options Single gateArrtmgemen smMgfiwmil PIns) NOTES: 1..) Post sin depends on fence height, weight and wind loads. See ECLIMLONH-post sizing chart. 2.) SeeAmeribYm gate table for standard out to outs. Custom gate openings available for special out to outIcaf widths. 3.) Additional styles ofgatc hardware are available on request This could change the Latch & Hinge Clearance. 4.) Third and Fourth rail optional. Some heights acted required a third and(m fourth rail. Over all Out to Out 02 3" (t.rx CI-)2)i" Amer tar Standard Leaf Widths n r (Hinge Clearance) lY"FORERUNNER^'Rail (sex c"a-smuo„ o" rP4l urewmsl -Post size varies with Height Gate Upright 2" x .250 wall -1.Pf x .125 wall Picket Weld on Box Hinge (iteq,rir«aml Pena) O Stands 4% 5% 6', 36 Footi Q 8' O.C. Nom. - 9&. T Vane, with lei-1:! Varies with Height d Heights T, 8', 91, to, 2"Nom. -•� I: L. L 3Je"TYPICAL I, ig depth `II II JNOTE ( S: I ..LJ". 1.) Post sin depends on fence height and wind toads. See ECHELON 11- post sizing chart � 1 Pnwle "ten e.n.nuFln fn. r.' nn .-r.m. nni e.,n..:nn a 3.) Additional heights available ran request Some heights noted require a third and/or fourth rail. 4.) Third and Fourth mil optional. PANEL BRACKET Specially designed two -point connection Manes fixity of mil ends for increased strength. INTERNAL RETAINING ROD Variable pitch connection system for ease of installation, high angle bias ability and elimination of unsightly external fasteners. Nom. I 3)'4 TYPICAL INTERIOR GUIDE CHANNEL 36" Mia ! ; I I " Base Material channel forms lower limit ± Footing depth ofmceway for retaining "N,-Mar" Polyester and and allows for high Powder finish coat angle bias ability. FORMIJAWER-RAIL IX" FORERUNNER""Rail (Smarms secti"n aWw) 1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE ,Post size varies with Height (am ECHELONrf'"Po#-Sizi„g cFPn7 0 N_Q COMPACTED SUBGRADE 0 0 1"pf x..065 wall Picket DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS Bracket Options Q s OQ s s REINFORCED POST Internal rib increases against wind loading as well as other horizontally applied forces (lM1Y un 2)4" alumi„um poses). -:1�;` --1J-. = "tl"-Cliamwl apeciauy Double ate AI /ange1RCnt g formed high strength Values shown are nominal and nut to he used for installation See Values shown are nominal and not to be used for architectural shape. purposes. product specification installation purposes. See product specification INDUSTRIAL STRENGTHALUAHATUM for installation requirements. INS USTRIAL STRENGTHALUMINUM for installation requirements. 2AMISOG ZAMIS ECHELON H MAJESTIC 213/4-RAIL SGL & DBL GATE 1555 N. Mingo ECHELON H MAJESTIC 2/3/4-RAH, 1101111101010, 1555 N. Mingo DR: NJB SH lof 1 SCALE: DO NOT SCALE 74116 I�' ail �MSTAR® DR: NJB SH loft SCALE: DO NOT SCALE A 111fL'i�TC+T' A R Tulsa,OK74116 TAR II' , 1-88a,OK W. 1-888-333-3422 . 1"11V1_L;l\.Lt.7 111. 1-888-333-3422 ,II CK: BS Date 2-07-12 REV: d www.aineristarfence.com CK: BS Date 2-07-12 REV: a www.ameristarfence.com CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: WHEN REQUIRED (CG-2RCG-3 IN LINEAR ET) YARDS) DETECTABLE E WARNING SURFACE(AREA IN SQUARE 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 4Sn MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. ' 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 70:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER P/p". •i 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED >2BY =VDC THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAAN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 6 EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKSAS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT T8 BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL r ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12A MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �>� THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12-1 MAX PERPENDICULAR TO THE CURB. )K `X. I81 I81 I I III I I S•1414 * I I 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMaCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4. MIN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY AT Jk' 2" HIGHER THAT TRUCK TRAFFIC)FOR CONCRETE DEPTH. , T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT )i(.'I.' , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x VLANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME Tn m CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -.1 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - - - O O O O O o O O O O O O - THE BACK OF CURB. U -0 0 0 0 0 0 O O O O O O O T 0 LADING RAMP O 0 0 0 0 0 0 0 0 0 0 0 0 O O I o + O O O O O O O O O O O O O O O iv m n O O O O O O O O O O O O O O O m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-657 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER Q DETECTABLE WARNING o a AT BACK OF CURB 0.9"-1.4" SEE NOTE 72. I BASE DIAMETER I - - f VARIABLE FULL WIDTH OF RAMP FLOOR PAY LIMITS i DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL \V D❑T SPECIFICATION ou C G -12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) 105 SHEET 10F 5 REVISION DATE 0 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale TACK AND SEAL' ASPHALT 1.5 TIMES EXISTING PAVEMENT THICKNESS MIN. 2" ASPHALT SURFACE COURSE AND 4" ASPHALT BASE COURSE ,-TACK AND SEAL 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. + + SF SILT FENCE No Scale PIPE O.D. + 24" ASPHALT PAVEMENT REPAIR No Scale FINISHED 12" MIN 1.5"DIAGALV. (TYP') I"7e1I1 2' 10" \\ #3 REBAR (12" O.C.) i /8 MWASH <� - 5" # 57 STONE d d 1' -0 d (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: < 1. FINE BROOM FINISH ALL STAIRS. 1,-4„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS WITH HANDRAIL No Scale VIDOTTOP OF CURB �►I CONCRETE E CONCRETE SAd SE 12" jX X , CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB No Scale 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTT�^O THE TRENCH. FILTER FABRICi��llWP TH WIRE SUPPO R= %4" 1" CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER GONG. WALK d d d d g a ed COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 216 STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale VDOT STANDARD CG-2 CURB No Scale VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB i 1 V CRATG W. I. KOTARSKI Lia No. 0402048507 `;P,, 09/09/2020 kE M E O O N N C > E w 6E i < 3 LL 3 LL O �W a j U m W J -L6 a 5 o N V. W N 7 O j Q �ce6 o Q D C rNI = U j 6 Q Lq c o� N � M rz � W J w� 0 S ('1 0 0 K 2 F > w U Q z 0 (n > 0 0 Z O E E Z O� EZ W Ln (J � LLI O Z _O Z V) 5 0 LU W a DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 44930 SHEET NO. CI.1 h L LEGEND ® WATER VALVE o- YARD HYDRANT ® WELL HEAD ® WATER METER ® ROOF DRAIN / DOWNSPOUT 0 CLEAN -OUT o 0 ST RM DRAINAGE SDMH 0 ( ) ® STORM GRATE INLET O GAS VALVE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HOPE HIGH -DENSITY POL YETHYLENE PIPE Or TELECOM MANHOLE .0 UTILITYPOLE < GUY WIRE © ELECTRIC MANHOLE ® POWER VAULT. UNLESS NOTED oa LIGHTPOLE YARD LIGHT ELECTRIC BOX TRAFFIC SIGNAL POLE ® TRAFFIC VAULT uGP UNDERGROUND POWER UTILITY OVERHEAD POWER UTILITY OHU- uFo UNDERGROUND FIBER OPTIC UTILITY G GAS LINE MARKING w WATER LINE MARKING UGT UNDERGROUND TELEPHONE MARKIN` UNKNOWN UTILITY EDGE OF PAVEMENT (EP) SIGN SWL SOLID WHITE LINE (ROAD STRIPE) DWL DASHED WHITE LINE (ROAD STRIPE) DYL DOUBLE YELLOW LINE (ROAD STRIPE) 0 BOLLARD EG EDGE OF GRAVEL CG CURB AND GUTTER CC CONCRETE CURB CONC. CONCRETE DENOTES END OF INFORMATION OR CONNECTION UNKNOWN D.B. DEED BOOK PG. PAGE S.H.P.B. STATE HIGHWAYPLA TBOOK VZN VERIZON HC HANDICAP PARKING 0 (F) PROPERTY CORNER IRON ROD FOUND, UNLESS NOTED • (S) PROPERTY CORNER SET, 8"REBAR UNLESS NOTED MAG MAG NAIL ° DECIDUOUS CONIFER SHRUB """""""""" MANAGED/PRESERVED STEEPSLOPEQ .............'.. �' :' :: .................:.:.::. . . . �.... . ................... ........ .. ' ...... i.......... \ LINE TABLE LINE BEARING LENGTH L9 S73048'13"E 500' L10 N17°3726'E 13.96, L l l N70 °56 55"W 4. 86' L12 N71'3744'E 11.00, •• •••....... STEEPSLOPES / ••• ••• ••• •• ........... 2 ............ (PRESERVED) / ......... ................... ....... -BSI-I OF SDMH so -TO i tip G ............ ....... ......... ........................ ) TOP - 416.38' `2 INV IN = 405.42' 18" RCP (SW) .... c� i INV IN = 401.9T 60" RCP (W) �O U CRATG W. J. KOTARSKI +� p CONC. RAMPW/DETECTABLE TMP61Z-03-11A1 :.:J. V OUT - 401.64' 60" RCP (NE) O90 WARNING STRIP Lie. No. 0402048507 TMP 61 W-02-2B / \ COUNTY OF ALBEMARLE C/O FINANCE � TRAFFIC SIGNAL ARM TRAFFIC SIGNAL ARM OHlASSET(VA)CHARLOTTESVILLE- �'�•� & "' "' "' "" ADMINISTRATION RM149 "' � 09/09/2020 � FOUNOA TION ONL Y �0`� \ O `` 1165 PEPS! PLACE LLC FOUNDATION ONLY ZONING: PLANNED UNIT DEVELOPMENT " " " " ' " "S G� ZONING: Cl COMMERCIAL ' TRAFFIC VAULT PRESENT USE: UNDEVELOPED SJ0NAL S .. .. .. .... .. . PRESENT USE: CONVALESCENT APPROX DRAINAGE/+�� HOSPITAL SD CURB INLET -ors STORM EASEMENT .'.'.'.'.'.'.'.'. .... TOP = 416.46' / TOR'=. 4 >•3:67:.'.'.'::.'. ...... D.B. 705, PG. 342 INUYN' 410.62' 15"RCP(NE) l lN,'�.21."8".'P.VG ) ......... D.B. 1034, PG. 001 1 N=406.04 18"RCP(W) ��� 6"TIAIBER RAISED INV :339'Sr'6Q.''RCF:( ) o E :. .... JNV-DU = 405.93' 18"RCP NW / 5 INV IN = 05.32 15"RGP.'N ... ...... ...... ...... .. N u ................... ............ ......6...............6....:.. . ( ) �` 41 PLANTER (• N < \ -s'w c,Q� INV OUT = 9......'R'CP• (S; ; E / \ E SD CURB Ej .'.'.'.'.'.'.'.'.':.':.'. .... ... .. ............ / / \ \ 't'B _ .............. ................... ......................................... w ai / ; y \ / j Q� TOP - 412.34 x = - SD CURB INLET _ \ l ` / o F = r w . j 3 \ j4 ? INV IN 406.76....RI;P'(1iE)'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'." v a TOP = 416.88 / /` L 12 v / 4 - ¢ 3 --'' - o INvour-aos.7a'1 '.Gb:t$1NiLL o ............... 6. lI+IVp!/T=4 1.56' 15"RCP('SW) ---�-- �. O �A�L / //i X g5.96' / ZG F IMPLIEDLOCATI 14'CENTRA' 312"E ............... TELEPHONE COA.1P Y'OF VJRGI A ¢ J u co z SD.FILTER CURB INLET /,/ 35.96 -[\ 1 EASEMENT j o // 9Q / / / ` \ ->- ' D.B. 978. PG. 017 I^ ^ v z TOP 415.35' / // P h / / ` - c� w w 0.00' 6" PVC (NE) \ Z FF W M I / ........... P^ / // / �� �@Y \ \ /// ..... ........ ... ............................. Qom' J Q W O u I // / / / O RED / Q Sl •')'Dl•• •7tl!u EASEMENT � v \ I = c N z D:B 5055, PG. 608 BUS STOP ................... ,( �+ a O .......... // �J �/ g \ \ /, ............. ............................ / 1 vi STEEP SLOPES 1` II �b� n 7s Q I �� `\ // 30' BUILDING SETBACKLINE SHOWN PER c N O (MANAGED) / \ O L PROPERTY LINES EXISTING AT v w - / �� �\ �� - \�\ \ o // �_- D.B.1034,PG.D01 I m� Gj� \ `\ 10' EASEMENT TO VFPCO QQ D.B. 837, PG. 575 :.:.:..:.:.:.:.:.. I APPROX. DRAINAGE/STD 4S.EM.�I1T'....'.'.':.': ' A CONC. STEPS D.B. 705, PG. 342 0? SD CURB J L!E -:4%%'% �j i � � `\ _ � ' � ��� W/ HANDRAIL D.B. 1034. PG. 001 / o TOP 4!9,85'•'•''•' vv \I / r� / SHRUB \`���-!i� =\� .':�'�;�Or•��?� \\ o / x INV IN = 411.63' 18"P.(.NW).'.'.'.' � a \ m oti , \ _ �. j TIMBER STEPS \ �// _ \ " . /. \ o INV OUT =412.4T24" .EP......; \ -- - ••• •�••••• BOTTOM OF STRUCTUR='4Tf:0' • _ W/ HANDRAIL REVERSE F W.'NQTED �v / / a �` '.'. .\\ `•� ; TOP = 410.73 p o O \ RED BUD \\ �. .: �. c \ INV IN = 39743' 10" IR N.(NWJ'.'.'.' . ...........'.. w w o ....... / HVAG \ \ /� /................ •• N O V' .�: •' \ l INV IN = 397.75' 10"IRO(Ng1'.'.::.'.'.'..'.'.':..':.'..'.':.'... TMP 61 bV-2-2A 1 ` = a rn / 0 \ \\ A HONEY UST INV OUT = 39735' T "IR S, SENIOR CENTER INCORPORATED \\ v� i \ �s -all- i. a o rn '.':.'.':.':.'.'.'.'.':.':.'.':.'.'.'.':.'. o T.OP�42..00' l / ! // 491 HILLSDALFDRIVE NC / c /� .......... z O INV IN - 413.34' 1.5.'STEEL' SW) \ \ -4;9 % / DB. 1034, PG. 001 \ D PLE I OIc l . ............ n DATE \ GOLDEN RAIN TREE ..� INVOUT=415']$",r4i (SE) \ ro \ j // 1.713ACRES -\ \;' \• / CONC. RAMP W/DETECT LE > :: .. Y / ZONING: Cl COMMERCIAL \ T WARNING STRIP w 610112020 ry P / /AD III I/ BENCHMARK / Y DRAWN BY �� h P / / SD CURB INLET l ` ` \.':.'.' ° I AG NL SET IN ASPHALT TOP =419.08' I \ 1 �F BU STOP \ MAG l l INV/N=410.26'24"RCP(NW) �` ELEV=41G98' A. FONTAINE W/S EL TER I ) !I' �o ;' I \ \ � ^ / SD GRATE / L 11 / INl/OUT = 410.24' 24" RCP SE \ S " I' ? DESIGNED BY 1 Am ANCHIK` / l e•, TOP = 415.85 // �\ IMPLIED LOCATION 10'CENTRAL INV OUT=411.�4' 15 RCP S) / • WATER LINE EASEMENT FOR LBEMARLE l O 1 I "1 '1. /- " • A. ALLISON \ 1 TELEPHONE COMPANY EASEMENT C i \ � ( / _ % l v \ \ ...' .' 8" PVC COUNTY SE K: AUTHORITY O l / \ D.B. 978, PG. 017 / 1 • CHECKED BY \ / \ \ I RED MAPLL� \ / \ / WATERLINE (PER / B: 1167. PG. 687 `T, $ // ACSA GIs) • C. KOTARSKI WITHIN VDOT RlH'.T' OF --WAY TAKE - - l l ` / • • SCALE \ SD CURB INLET - l 1 Q� I TOP = 419.03' ! I h - L9 / 1 \ - 1 CUR CUT \ �� INV IN = 409.93 24" RCP (NW) l C9' 1 :'J ) .' l' .'!.'.' '. • 1 "=20' v l l \ INV OUT = 409.90' 24" RCP SE 1 / �' I Y '" r "'" \ _ SHED P/ .i. /. ..l.':.': .. ..'�'.'.':.'�'.':.'.':. "..':'.';.............. 8"DIP WATERLINE •'• '' /' J� • • . •1. • • • STREAM CENTERLINE (PER ACSA GIS) - - v ` J BRADFORD PEAR,\ \ I / t \..:.. \............. ... . / .. �..':.'.'.'.':.... . VAR. WIDTH UTILITY EASEMENT /I W/ RAVp a / I jJ fYi.'. • "! y.., .. •: • • • "' • • • • • FOR CENTURYLINKAND ...''. \ g., DOMIN/N/ON VIRGINIA POWER _ l l c sole 7NV='39$:... ........ \ ....... . ........... D.B. 4743, PG. 300 _ _ _ _ p l lFS \ 1 A Q / i .. / .... ...'........ ..... CP W/ 18„ ui I l 0 ! \ ..).:J' /......: ................ ONC. HW yC y�NOjC \ \ \ 1 11 C 1 I 1. 't..Y� F......1/.. Y::::.......... I I /NING WALL \ Z _ • \ / l l C FOSS � 1 1 1 � I ' . t. .! ..'!.'.' / l \ hC Aye \ \ / FS 1 (9?j A' PROXI LOCATION w C N \ \ 1 1 1 1 1 / ! „ !.).:/.'t'�' .i.:1.).' .�.'.' !........15 V, CO EASEMENT ':.'.'.'.•.'..:.'.'.'.'.'.'.':.'.' / \ C 1 1 CURB CUT ...i .r../,.: .� !i:. .�':.. !.:.'.':.:..t'B .% 079. Plfi. 424 / � I I ll\ 61c `� \ 1 1 l' . ..Y.'..'...'...... I ............ �/ 1a v / / \A1LlG l \ y /RAMP ..1.�31. J' 1..%...:..'.......... \ L.L TEMP. CONSTRUCTION � � I 1 \\ l l `- WILLOW OAK 61c / / 1 1 1 / / !. ). .. P.. !................. EASEMENT '1Y I J l \ CC ! .............:..:. I ... \ I -I D.B. 4743, PG. 300 I ` l / FLAGPOLE /2 SN \ I \ \ 4 / I /'J' ! /! "' ""' F 1 t / �............... BRADFORD PEAR SogC� A 1 1 O ✓ is (r.�l(!/�::.: �C ............. z \ PINE FS G'�• 1 1 Q J�/. f ' ( I 1'.'.'.':.'.':.':.'.'.'.'.'.... I V = 403.IO2' LL] Q S RUB �`/yt, 1 t''r'i./:/ '.'!.'......J.'.'.'.�..:.:.:..:.:.:.:.:.:..:..: v 1 J ! / \ 4po 1 I / l J I•:.':........ : GONC DUA•1PS PAD Al�\ / \ FOSo ` 1 a ASH tV� l l / �t.J.�'r... /:.j Q \ \ v yyJ... .. !'.':. �.�.. .... !......... Wl8'. MAIN K FENCE CROSSWALK SIGNAL POLE \ j / �SR v �CFS I Q I i.'t..! .!YQ'.'T..:..... STEEPSLOPEs ,................ z (n - \ I I / \ \ FGS .. .. .... ...., SOCUR INL E. (PRESERVED) _ / \ \ RE BUDi.: ..i...... ..! .'.':........ ........ .. / TOP�.'4.79.36j :.............. MAG / \ \ \ \ Q I ! ./ /.%'.'.L'I'I�J:.: �.'f.'.C': ..J..:...........1hl.V.lM.-' 09 824"RCP( .W.).'.'.'..'..'.':...•;.;.:.' L > CONC. RAMP / \ // \ \ \ \ \ / I I'I'I'.�.'I'{.t' I:. . r.. ./.'.'.'.':.'.':.INV PU - 409.42'24";•':.... r DETECTA LE I KSA` 15' DRAINAGE EASEMENT/I.I......'...' '.. . WARNING D.B. 1034, PG. 001 BEN A K )................. / 1"I ............. RE UD f.. /...... U BRIDGE SP KE SET ( \ !/ \ ) C \ ) q J / / OLDIE RAIN EE J \ \ \ 1 \\\ / . h%� ....7 .1 O . .! / ...... ..... / L O ELFir�42�36' \ / ��� /\> �� Lu J L/ I G \ a \ / .r....... !.. /...... O Q I \ n r `\ \\\ % : .XI9TIlU(O� '.r!.'L' SQ.G ATEINLET( .SX.%7.5)'...... UJ w CJ 6 \ 1 % \ !� /. ...'.: I :.T•d!?; 418.07' :':.•...'.':.'.'.......:.. m z / QCONMW/DETECT BLE WARNIN STRIP _ _ \ M G I / ! / \ \ gCFS \ I / �[.' ../!i��' .. I I :...1Nt!l. = 9.0T 15`RCR.(NE).':...'.': / ) .:.:.:.:.......:1)1l{�.• T'=408.67,24•"NOP-� / G N RAI TREE I / / ! / OGWOO / W Lo CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C9 2107.20' 13.07' 6.54' 0021'19" N31 °29'43'E 13.07' CIO 315.50' 31.02' 15.52' 5'3757" N27056'08'E 31.00' C 11 262.71' 4224' 21.16' 9° 12 41 " N22 °38'47'E 42.19' C12 241.51' 49.59' 24.88' 11'45'50" N34 26'10'E 49.50' \.... / N DOGWOOD / I V l .. ..... ............... R/W EASEMENT 2y0 \ /.L./.J i' Y .... D. B. 4 743, PG. 300 G/i a \ va � / J../. // / N .......... ............... TMP 61Z--05-1A H SG 26758 1 \\ o ^�/ / I J,ll1..1'f..:i�/lrJ.'..Z / I REPUBLIC HOMES, INCORPORATED z TMP 61W-2-2A2 a \ l7 f.' ..1.'.':...111:'!:�! /! DE. 889, PG. 612 H JA-ZAN LIMITED PARTNERSHIP ` \ A U. 1% ! // r / I ZONING. PLANNED UNIT DEVELOPMENT J(r► sTEEP SLOPES 11 '•:•�• •� !•'1 �•/�'!;�'�� / PRESENT USE: UNDEVELOPED `��// DB. 1134, PG. 536 L.L (MANAGED) ZONING Cl COMMERCIAL p / f y/ l / 20' .NLTAR'Y.'E MEN .'.'.'.'.'.'.'.'.'.:'.'.'.'.'.'.'. PRESENT USE. COMMERCIAL BUSINESS 0 l / l /'h /)1/ '!!' �'f1'r' 1'!>! (� / D.B.QS; °,342 I� 1 I .. . .%. .1 .. ./...! .. !. ..... ......... ..... . \ DOGWOOD 1 d'. 1...j. / / D.B. ;�034•'RG'•i1. 1 CHERRY _ - CC co go_ .......... ........ Q /:.' .Q...� I ( JOB N0. CG � \..•il i SM :.'.'.'.'.'.'.':.'.':.. ............... SD CURB INLET l / r. /•'• / o r' /. • • 44930 TOP = 420.57 / i ).. 1.' / / TO .'=. 408:?l5"'.'..; ' SCALE 1 "=20' ! INVI4'='394.71°>. IR N•ff�( .').......•.•.•.•.•.•.... INV IN = 416.79' 15" RCP (SW) r. .'.' L'./".+'r '.'.!. L. r ..z'!.' I /' INV 0117 .= V4,�4 10" I.ON•fL'.'.'.'.'.':.'.'.' SHEET NO. !NV OUT = 416.75' 15" RCP (SE) I d /..(/!' )�! J•X' y''!y i.)', .. " 0 20' 40' C2. 0 5 a Li is L N ............. ... STEEP SLOPES ......... LEGEND ........... 2 ............ (PRESERVED) ......... ..... SDMH OO- / - ...... ...... TOP - 416.38' �c� ................. / ...... .. ...... REMOVE VEGETATION/PLANTINGS !NV IN = 405.42' 18" RCP (SW) r� c/ INV IN = 401.97' 60" RCP (W) FAO CONC. RAMP W/DETECTABLE / / VOUT=401.64'60"RCP(NE) �O TMP61Z-03-11A1 """" REMOVE CONCRETE TMP61W-02-2B """""""' 90 WARNING STRIP COUNTY OFALBEMARLECIOFINANCE "'"" """ TRAFFIC SIGNAL ARM OH! ASSET (VA) CHARLOTTESVILLE - TRAFFIC SIGNAL ARM � \ ADM/NISTRATION RM 149 FOUNDATION ONLY 0 �\ FOUNDATION ONLY REMOVE ASPHALT 1165 PEPSI PLACE LLC ZONING: PLANNED UNIT DEVELOPMENT ZONING. Cl COMMERCIAL /' TRAFFIC VAULT PRESENT USE: UNDEVELOPED PRESENT USE: CONVALESCENT ,41s / / APPROX. DRAINAGE/ ' ' ' ' ' ' ' ' ' ' ' ':.'.'.'.'.'. HOSPITAL SD CURB INLET STORM EASEMENT "SpMH""""""' ""•' "' REMOVE TREE TOP = 416.46' / / I TC1R'='443:67:.'.'.'..'. D. B. 705, PG. 342 ) '.'.'.IMVYIV - 410.62' 15"RCP (NE) l 1N-490 ,21."8"-'P D. B. 1034, PG. 001 .V N=406.04 18 RCP (W) _ \, 6" TIMBER RAISED INV50 SAW CUT CURB SIDEWALK OR INVOU-405.93'18"RCP(NW) _\\\ \,\\ 415 PLANTER BEDS(TYP} INVIN 05,32,15"I7Cf?{N.. """""' """ """ ' ASPHALT (SIDEWALKS AND CURB INV OUT 9:52'6V'fiCJ?.S•. — 8"W G'Q� C.... TO BE CUT AT NEAREST JOINT) SD CURB ...:::: . TOP =412.34 " SD CURB INLET / \ \\ I \ / , q1a s���'P INV IN = 406.76':..".RCP'(NE)'.'.'.'.'.'.'.'.'.'.'.':.'.'.'.':.':':':':':•:•:•.,.. .. TOP = 416.88 i ` L 12 v / ' -- SILT FENCE _ _ r� _ \ O INV OUT = 406.74' 1 ' . L;(W).'.'.'.'.'.'.'.'.'.':.'.'.'.'.'..... . IIVVr.=, 1.56' 15"RCP (SW) ---w-- / �\ �, p f'�L .................... ....... ...... ^/ /// / E 35_96' \ / 2� F IMPLIED L OCA TI j4'CEN•FRA;L'''•'•" NOTES: r / P\ I N7g°231 \J \ TELEPHONE COMP NOS I/JRI A 1. SIGNS REMOVED ARE TO BE RETURNED TO :SDFld7ER CURB INLET /// Q\� 35 g6' �� I J EASEMENT OWNER. . TOP = 415.35' //�/ P5 h / / // ` \\ ->- REM P NTE D.B. 97d, PG. 017 2. CONTRACTOR TO REMOVE AND DISPOSE OF 0.00' 6"PVC (NE) i REM //i / �` ALL BUSHES, SHRUBS, AND OVERGROWTH Y \ I / / / � / � F� � / \ � BEN H / FOUND AROUND THE NEW DOOR I I / REFERENCED ON SHEET Al13 B. Sl 1 b'lA'.. EASEMENT RED�4I8� ` / V... Nrr \ / ll �� / �� \ / D:B•'S055, PG. 608 \ I! ik `�\� \ ` /j BUS STOP VEGETATION SHALL BE GRUBBED AND ......... lI tip^ ............. ........................ TOPSOIL PLACED TO FILL IN DISTURBANCE STEEPSLOPES . . -\�' I ,.�b �� �.\^ Q• I �� / 30' 8UlLDlNG SETBACKLINE SHOWN PER .. .. ...... ..... CREATED FROM REMOVAL. ALL EXISTING I �q�� O ... .. . . MANA ED / '� -�'�'� PROPERTY LINES EXISTINGAT TREES SHALL REMAIN AND BE PROTECTED .. ...... D.B. 1034, PG. 001.... ........ ........ ................. DURING DEMOLITION ACTIVITIES UNLESS OTHERWISE NOTED. 10'EASEMENTTOVEPCO ...... D.B. 837, PG. 575 1 APPROX. DRAINAGE/STO GONG. STEPS D.B. 705, PG. 342 SD CURB IVtET.'.....'.' ej0 QO / / `�- W/HANDRAIL ` �r D.B. 1034, PG. 001 TOP 4�8.95'•'•''•'' \ y> / RELOCATE JB \ ` \ �.` ; ' \\ NV IN = 411.63' 18" P.'JVW .':.'.' a m ^ \_ q \ u r\ ? ]STING WA T MAIN ( ) e \/ VEGETATION \ T E PROT TED TIMBER STEPS (SEE NOTE #2) \ _ �!/ _ ti', ` INVOUT=412.47'24'1!'P:( 4�): \ / / W/HANDRAIL /\ --/f , DURI D OOF BOTTOM OFSTRUCTUR �'41'L0•• \ - `a18- r ; \ ......, .. STAIRC SMH —418— / `REVERSE FL W.'NCITED �v / / / $ �` \ " 4' \\ / TOP = 410.73 RED BUD \ • c� \ INV IN - 397.43' 10" IR N.(NW)'.'.'.' .'............'.. 14VAC \ \ \ /............... O /�� / \ HONEY l UST / INV IN = 397.75' 10"IRO \ \ INV OUT = 3 735' 10" lR S \ 9 :..•..:. {.. ).'.•.•.':.•.'.•.• /...........:..:.:.:.:.:....:.:.:. 7L7P..�42..00' l� i Nc �\ / \. �p ......................... .......... INV IN - 413.34' 15"STEEL' SW) \ a*s / \ \' EDr P.L•k�� 2� • l ..... . INV OUT = 41 "f4 SE \ \ / GOLDEN RAIN TREE - :\ �• CONC. RAMP W/ DETECTF}4�LE ................. . x'�a8....0 ( ) \ /• , V�k Q URB ...�.... . , •' . ! . ' • r \ WARNING STRIP /� \ / (�^ r SIDEWALK TO REMAIN �, : '.'•..:`." .. .:._\,., .. SD CURB INLET REMOVE PAVEMENT AND / ° \� • . \ / TOP =419.08' CURBS IN THIS AREA vi BU STOP �\ j INV IN = 410.26' 24"RCP (NW) o • '. /; y • • \..1. �\ W/S EL TER L il INV OUT = 410.24' 24" RCP (SE) I. . ' I' \ \ "%I'.? / SD GRATE INLET (2.5'X 2.5) / \ REMOVE PLANTINGS IMPLIED LOCATION 10' CENTRAL I �' ' ' I \ .LK. i l �•- TOP - 415.85 // i (I. r'. 4 I 1'. ..' �� INV OUT-411.14' 15"RCP S / WATER LINE EASEMENT FOR LBEMARLE \ ALONG BUILDING TELEPHONE COMPANY EASEMENT (r \ y / ( ) .'.. 8" PVC COUNTYSE M AUTHORITY o I / \ __ REMOVE SIDEWALK, D.B. 978, PG. 077 RED MAPLE{ \... K.! .. / \r / \ •c / WATERL lNE (PER / B: 1167. PG. 687 a GRAVEL BASE, SHED TO BE REMOVED AND / I 5 I ?' WITHIN VDOT R/H'.T'OF-WAY TAKE / CURB, AND RAMP RETURNED TO OWNERSHIP (T� 1 l: ACSA GIS) Q l SD CURB INLET l _ •' •. 1• 2 ASPHALT TOI / I \ INLET TO TOP = 419.03' l 1 f. l" " - L9 / / 1 \ REMAIN / REMAIN I ` - l / CUR CUT \ INV IN = 409.93 24" RCP (NW) C7 ! ry v l l INV OUT = 409.90'24" RCP SE l �' I .i .i.j.. ).;.;.;.;, .. \ - ............. W/ RAN7P \ RCP(SE) \ ` l REMOVE'9 \ :' •SHEo• ' • ' p/ /' r r' ' ' ' ` STREAM CENTERLINE 8"DIP WATERLINE / \ l l I j.. IpH{r .. y >t .; ....... 1. \ l BRADFORD PEAP, \ ! " L' / !G� ..'.':.7:.......�....1.5 . , : �... . (PER ACSA GIS) - - _ 1 """" """"" \ I i. / / I /.. .........�. \/ REMOVE (4) Re CUT ! (J/'.'a.'.:.',.......... . VAR. WIDTH UTILITY EASEMENT lI l Np / / OLLARDS ` . W/ I !/ .. j.F//.l...'7:.'.'��.'.'.'.':.'.':.':.'.' .'.:.' '.'.'.'.'.'.'.'.' .':........... ...':.'.'.'.'.'.'.'.'.. I If FOR CENTURI LINKAND m l � INLET TO e." DOM/NINION VIRGIN/A POWER - - P I C / s�-9CF5 \ \ \ \ \ R\EMAIN 1 U%. ! / /l .'.�Q(�./.::..::::::::::..:'.. CP W/ 18" \ �� D.B. 4743, PG. 300 - _ _ l / y `s yq \�� 1 5Q I i . I�ONC. HW 1, [�� 1 i .7' " 1. r /' 6" RET INING WALL TO REMAIN \ REII�OVEISID`°PALKf'.':.'...'..'.':..'.'.... c o9GFs\ 1111\114 A' PROXI LOCATION \ A/c \ 1 11 1 1 REMO E !' 1 ; / .h V CO EASEMENT '.'..:............'..."' - -/ I II l l\ll ` yL \ yc \ \ \ 11 1 CURB CUT CURB \ VV�I .'/ .i .r 079, P(�. 424 \ 1 1 /RAMP I ! /.l / REM VEST (PING \ TEMP. CONSTRUCTION I 1 1 � \ WILLOW OAK yp \ \ \ \ � Z'L(.I /."<< EASEMENT ! l l/ RE' E 1 1 a 1 / / '/ I ��.. l \ FlAGPOlF � Cc I 1C i:'!''' (/( SILT / ............. D.B. 4743, PG. 300OV5l / l \ Q \ J l.'... f',�/.'.'. • •.':.':... . / Q PINL TO BE REMOVED FS CC \ Q / I J.. !.i j'...I I V - 403.IO2' 6" PIGC ri RUB TO BE REMOVED : o v .'''/.%.!•i ..l. .. j............... \\ CgppFO \ ^(REMOVEASH�oj ll I :tl/,l.i�a/,...,.:1 �..':.'.'.'.'.:GONC DUh1PS PAD \ CROSSWALK SIGNAL POLE \ / y q FS Q I / . /• Q /I / �1// d'. RAIN K FENCE �. \ \ / / REMOVES R \ v 3p C 1 \ V . '/ f J .I. STEEP SLOPES I I ' \ FG c' "'/ / "' . , • . (PRESERVED. ` l ` \ RL_ .;D So 0 11 \ s cuR INLE l gcls \\ \\ �' / I / Zy.'.1/.: . /..:.'.. TOP=.4.19.36' .:.:.:.:.:.:::.. \ r ./7. / . /. .. ....... / \ !./!'1.�.'!.'.'.�.'.'.... ../:.'.'.'.':.'.'lvVIN'- 09 624"RCP YI / .K j../j.r''!..Y,.'..1•.•"' .i .II:'..''.l'J:.''' /!.'.'.'.'.':..'..'.:..'..'..'..':... .. / .;P. (S.E),; ;,;, ;,;•. (........l" ;;;;CONC. RAMP f%'PL409.4224 A .....'DETECTA LE 15' DRAINAGE EASEMENT ........'''''':''''''':'' ... .. ...........:WARNING SRIP VE D.B. 1034, PG. 001 lr/-JJpJ' j. f. REM VE ) CC RE LID \ r.).p /fit.':./.':.'l.'..' OLDE RAIN EE J ` \ 1 \ \ / '/.' .).lf.1 ..... ll r. I y�.. r I \ \ / r17; ! r!�1 I SQ.GATEINLET(............ Z-6 \\ I / TOP;;418.0T U CRATG W. J. KOTARSKI 9 Lie. No. 0402048507 09/09/2020 M E 0 N U > E a E w W 3 LL o w O m ,ti d W L M Q� uco Z O cc om am, zFW o M .3 a 0 F J N Q U W Q� C cc d t] oa =� V O IiE a c U) in N M w Q' v W J ui 0 0 x U' F- a w H x ¢ z O 0 O no O oc DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' JOB NO. 44930 SHEET NO. C2.1 is L nL / / c / WATER LINE EASEM! COUNTY 'WITHIN VDOT TRAFFIC SIGNAL ARM FOUNDATION ONLY V� 5 I / / / / / / NFW MI TO �F STAiF40 �O q 8 w L12- `E'd` 96' p N79°23'12 x k i3� \\ i / C / RED�4J 9� CONC. RAMP W/DETECTABLE / TMP 617-03-11A1 f'•'•'•'••••'•'•'I �ivni-uvi i r+arnr��i WARNING STRIP COUNTY OF ALBEMARLE C/O FINANCE "' " " " " " TRAFFIC SIGNAL ARM ADMINISTRATION RM 149 Ir FOUNDATION ONLY ... .............. ZONING: PLANNED UNIT DEVELOPMENT • • • ........ HEAVY-DUTY CONCRETE .... ..... ............ TRAFFIC VAULT PRESENT USE: UNDEVELOPED APPROX. DRAINAGE/ .PROPOSED GREEN SPACE STORM EASEMENT I ... D.B. 705, PG. 342 / D.B. 1034, PG. 001 NEW MULCH CONTRACTOR.TO COORDINATE TH ACSA TO . . . . . • �p ENSURE THERE IS 5' OF SEPARATION BETWEEN OFF THE EXISTING WATERLINE AND THE PROPOSED .. • NOTES: o�p�F FENCE PRIOR TO BEG ING CONSTRUCTION 1. EXISTING DUMPSTER ENCLOSURE CONSISTS P 'P 6' WIDE MAINTENACE OF A 12.81 FT X 18.24 FT CONCRETE PAD. THE / UIPMENT GATE ::::;:::::: ::::: :::::: ::::::' EXISTING PAD EXTENDS 11.26 FT BEYOND O THE FRONT OF THE DUMPSTER. THE 2� IMPLIED LOCATI 14' CENTRALP. TELEPHONE COMP Y'Dl VJRL}I A DUMPSTER IS SCREENED BY A 8 FT TALL J \ EASEMENT CHAIN LINK FENCE WITH SLATS AND A DOUBLE GATE. D.B. 978 PG. 017 \ \ BUS STOP { 30'BUILDING SETBACKLINE SHOWN PER O \\ \ PROPERTY LINESEX/STINGAT .......... D.B. 1034, PG. 001 I 10' EASEMENT TO VEPCO DB 837 PG 575 ` / s I APPROX. DRAINAGE/ STO c4$ /11 NT , ; , , , , ; , , O✓, \ sue, c D.B. 105, PG. 342 .4 ................. ............. . D.B. 1034, PG. 001 / T I.'.'.'...'.'.'.'.'.'.'.'.'.'.'. EX TING WAT MAIN TO B ROT TED... ....... ..... + DURING C N'STRUCTION SMH F STAI A TOP = 410.73 RED BUD $ :.'.'.'..'.. . cT l INV IN = 397.43' 10" lR N.(NMV.'.' .V.4.4.'.'.'.'.'.'.'.'.'.. / %.. . PROVIDE 4 FT OF CLEARANC \`\ `\ lNV IN = 397.75' 10" IRO (1V) •: : •, , AROUND EXIST. TRANSFORMER �y HONEY UST l lNV OUT = 39735' 10" lR {S,1y) •' 11 STAIRS WITH HANDRAIL R , p2r . GOLDEN RAIN TREE 5A: 5 o e C? CONC.RAMPW/DETECT4LE SHADE CANOPY (SHADE SYSTEMS INC. "? \ T WARNING STRIP "SAIL", OR APPROVED EQUIVALENT) CONTRACTOR TO INS L \ `x CO TqL TOPSOIL AND PERMANENT �•.•. .•.\" \• SEEDING FOLLOWING THE 12 FT CANOPY HEIGHT/ ` \ ; �` REMOVAL OF EXIST NG ASPHALT PEDESTAL MOUNT PICNIC TABLE WITH SEATS g g 1 . \ N IMPLIED LOCATION 10' CENTRAL \ /y TELEPHONE COMPANY EASEMENT \." D.B. 978, PG. 077 j- 8"PVC T 1 T ;1kw THORITY I� l D APLE \ / CAN Y o I / \ 4 98' ): B. 1167 PG. 687 8.T' OF -WAY TAKE 8"DIP WATERLINE (PER ACSA GIS) VAR. WIDTH UTILITY EASEMENT FOR CENTURYLINKAND / DOM/NINION VIRGIN/A POWER D.B. 4743, PG. 300 TEMP. CONSTRUCTION EASEMENT D.B. 4743, PG. 300 CROSSWALK SIGNAL POLE CONC. DETECTTECTA WARNING Sn "B SES LEFT TURKNLY" SIGN TO BE A ED TO STOP SIGN , %.a 6' ENCE V / F X 7.3' CONC. SLAB -j SHRUB -�Z WITH TURN DOWN FUTURE OUTDOOR RECREATION AREA HVAC REPLACE EXISTING CONCRETE 6' WIDE MAINTENACE EQUIPMENT GATE \l / SHADE CANOPY (SHADE SYSTEMS INC. HEIGHT WATERLINE (PER "SAIL", OR APPROVED EQUIVALENT) - �;;+. �"" " `?: / / ACSAGIS) / WINDOW WELL WITH EGRESS LADDER�,� L9 AND REMOVABLE GRATE ABOVE �e.Y! •" / \ , CURB CUT \ \ v\:. 6, 6' (SEE ARCH. PLANS) / 7.85' 25 < . l / W/RAMP \ ; .�." 6' ..'` . .•.. 10 FT � ` '. ` �.':.'.'.'.':.'.':.". ' .'CANur .'.%'.'.':.'.'.'•.'\.'. 12 FT '' ' HEIGHT STREAM CENTERLINE o \ 2 r CANOPY ;. / .. '�.:'.:'.'.:'.'.'.'.'..\. .......... .... ......... / o HEIGHT �� i'.`25' EXIST�NG ...............':. ; ASP�ALT ... ........ ? �/.'..'.'.'.'.'.'.'.'.'\e•.SAgC TO REMAIN . �!' ...... ........ . la FS l hC /CAp�FO \ \\ \\ / JJ 6" RET INING WALL \ l l V. yc Soyc 1 1 \ ` GATE / /. ........ :':':':'f7�'1'A' PROXILOCATION \ \ I/ \\ I yC 1 \ I 1 CG-12 / / / � .15'V. CO EASEMENT '.'.•.':.'... '.'.'.'.'.'.'.':.'.' \ e-� DOUBLE SWING GATE j ..............11 ....... 079. P(. 424 hC 1 \\ \I 1 FENCE // : ' =F './ 1 \ \ WILLOW OAK C \ \ \12 \ 10 TALL ENCE FLAGPOLEcl I 9cF C i / S ��7igvF/c c 18.24'% /.5 X6' D MPSTER (SEE NOTE #1 l l NooFOSp I 1 n �oj / ............... „UC DUMPS PAD \ 1 . / O �:.:.'.':. `a..'..'.' % _ .....'.'.'.HA/N K FENCE �. �CFShe'.':':':':':':`'.. .. STEEPSLOPES TAIP 61 W-2-2A2 JA-ZAN LIMITED PARTNERSHIP DB. 1134, PG. 536 ZONING: Cl COMMERCIAL PRESENT USE: COMMERCIAL BUSINESS CC yFG S,ogCFs DOGWOOD �4 R FG S,o �cFs DOGWOOD y CHERRY DOGl l .............. (PRESERVED) . /15' DRAINAGE EASEMENT / ' ' ' '(' ' .:....' ............. . D.B. 1034, PG. 001 G U CRATG W. J. KOTARSKI >r Lie. No. 0402048507 P 09/09/2020 .off , M E O N U c E w a E W LL 8 3 a j i5 EO cc W J—N ., C W O - am, x N CC dl , oQ =,r V v kD rn O N d M W J CL O oc Z O F a u U Lu w 0 Z O W w w 0 DATE 6/Ol/2020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' JOB NO. 44930 SHEET N0. C3.0 ES 0 d L 3 c a =O 20 2z 0o am 0 c E L N D V 0 c X N 0 (D Z. m 02 �v o.. 0 2 n d m > y � ate. N 0.0 � � 2 N h 0 •U.. U E o a c� m o - a m �a mm 0 N C m o m uN N 0 c U N SE m g E F= L a 417-�. / �/ .......... Q ON l \ j ............ zo 0 00' // INV IN = 413.34' 5"STEEL'W \ a / / ` \ \ * l \ 9 �\ \ ...,.,.,.1 C' / ................ > DATE \� \ / r .. 6/Ol/2020 INV OUT = 41 .x'�'....... (SE) \ / \ \\ ..... .... ............................... SD CURB INLET 418.84' a \\ v „, DRAWN BY o + TOP = 419.08' A FONTAINE BU STOP / INV IN = 410.26'24"RCP (NW) CONTRACTOR TO EVENLY GRADE BETWEEN YI I \ a 7.70 y \ INV OUT = 410.24'24" RCP (SE) THE SIDEWALK AND THE EDGE OF ASPHALT a \ \ \` a \t ... %I . O CL Ul\ SO GRATE INLET (2.5'X2.5) DESYGNED BY \ JNNV M 1. 2 &-I TOP = 415.85 / \ \ MATCH EXISTING GRADES OF CURB / // , `\ \ .' / INV OUT - 411 94' 15" RCP (S) / • A. ALLISON AND ENSURE SIDEWALK SLOPES 418.89' / \f 'l..'. / \ \ 8"PVC • CHECKED BY AWAY FROM THE BUILDING. 417 81' I / $ l \ / WATERLINE (PER / 418.91' S� �r '� • "%: �' ACSAGIS) • • C. KOTARSKI SD CURB INLET / �Y 41800 ���,.� I j. ,/ 6" POPE TO TIE TO I ... . CUR 1 CUT \ \ \\ 419.13 TOP =419.03' ��.•'' I / l:'} . j\ iRT411.64 / • SCALE TC a1s.75 INV IN = 409.93 24" RCP (NW) 418.95' �.,•�� 6" H �E ; / !') 1 "=20' 419.01' �\ /NVOUT=409.90'24"RCP SE .r./'l.'.�. .. \ - ............'': W/RAN7P \ ( ) STOR PIPE J.../........ �.':.'.'.'.':.'.':............ • 1 \ rC 6" CIRCULAR .� 418.0, �.... .. .:� ..:.�........ . 8"DIP WATERLINE / \ l e ..� j' .'. j.'!'/p >L \ ....�:.':.". '.:.'.'.'.' \ STREAM CENTERLINE \ I , l \ 419.03' GRATE INLET ... /I V ^ t..'� ..'....;.;. (PER ACSA GlS) - - ' I / / l ` . �a1s.o3 \�\� \ TOP = t412.75 �''FILL PORTIM OF .':'!/ /I'/' a:)'.':'1....'L .' r �'.':.':..� \ ... .......... .... \ \ I TC .� . / i r �.'.':.'.':.':.'.'.'.' '. y / �iFASPH INV. = 412.05 r'%.'.'.../.) / / 418.s� als.ao' �\ / PAVEMEN FbR a,8.or TRANSITONFRO zF'.'.'.'.'.'..'.'..'.'.' \ CN \ , NEW 50 SID ....... 7NV 88:.../ ..... :'.. ':'':':':':':.'.':'. L.L - - I l 41�a TO EXI TIN /. ... .'.'l.'<' . .�../.. �p�?� CP W/ 18„ ui I ASPHALT ! ../ :/..!' /.;.;.': '.':.'.':.':.'.':.'.'.'.': ONC. HW ...J:!...l•L....•....•..•.......T INING WALL \ \ z A418.71418.27T 'l..J•../...'/.J::....:':....:•:: .... ........ 6, CL U .�.:�.1. ... ' ............... :..:.:.. .....:....: \ �� �� , / \\ , , \ 1 . 111\ !.;:1.%. ............. r v.. l FLAGPOLE \ I \ \ 4 ..::.;.:... \\ Z Z C... If \\ ' k• .'j ' .!;�../ : :::'�-.... l V=403.b2, w J _ / , \\ •% / / `\ \ \ h �o /l r//t)/,la��./;..:;.:1 CONC DUMPS PAD \\ a w V.\ / 0° 1 !...t .. /.l :.'..'.'.'.d'. HAIN K FENCE I / I • .J.%...✓•!R• •/..... ......... STEEPSLOPES rrn� CROSSWALK SIGNAL POLE \ / Q z V \ / \ a ...%' .l.'.' :.'. .. ... i .. (PRESERVED. .3 lb INLE 'TOP'=.'4.19.36' v 1 _ /./.!./P1Y:I' j::':':':':.:'lNV.IN'.- 09/824"RCP > I I ! / � \ \` / I�.':'(':i:'I't'.'L,...�.:.' ..1.' ...........INV•pL!=409.42'24" ..�1sE):.:.::.:....... � � Q LL �/ I \\ j / / .v ..fi / J V. /:j.'TI.SQ.G ATEINLET( .5'X.9::�5)....... / roP 41s.o7'Lu Lu m C7 JNV'l / =408.68'24. RCP..'NIV ...... 9071 •: , IhiV ;• T'= 408.67 �4�,I7GFS•(y�'.Wj.'.'.' 0 u . _ .... V z................. ................ ... ... ... .............. ... ............... ....................... \ , Y�.1...l.l...!y..' l l .......... z r..... r..... / I / a � 1. .!./. .//... ..,/ / TMP61Z051A \ o /../.././. \ \ / /'ll': l• / ! I REPUBLIC HOMES INCORPORATED I ../..•1,..J...1. / z o )l J f r D8. 889 PG. 612 p pp I� � • TA1P 61 W-2-2A2 � . !.� .. l.. J. .. J. . n / ! ........................................ ... .. ... ... .. ... ... .. ... ... .. 3 . . . .y . JA-ZAN LIMITED PARTNERSHIP ZONING: PLANNED UNIT DEVELOPMENT ' I PRESENT USE: UNDEVELOPED v - DB. 1134, PG. 536 \ / /. .l. .. l .. / - SiEEP LOPES � l�l J• �': /� .. . / 1 / 1 ............................................................................ / ............................................................. � (nnAnIAGED) ZONING- Cl COMMERCIAL n l.l.....,1..PRE ENT USE., COMMERCIAL BUSINESS ..1..., ../..� .. / I ........ co U.. ... .. ... ... .. ... .. .. ... .. ... ... .. .... ... .... .. ... ... / ./. /./ .l.. r. ../. ! .. ... .. ... .. ... .. ... ... ... Q O .. Jll ./I. .. ... ...1.. ... E.................................................................. . .,...! ../ .. ry.../ /. / .......... ............... Q . /... ..,.... I Z 1 / / m �� .. .. {{...7.':.'/ ...p../.. n................ ...... ...... ...... ...... ............ .\ .'l....y...✓I .. .. l...... , ........... ............... JOB N0. /. /... .r.L...1.../ .. /./.. rl - SD CURB INLET / • / A /• > � ,....� ., . ! o.r.';.' .).'.':!'J.' SCALE r'-zo' 44930 ............................................................... 3 /.I...'! ..../ . n TOP - 420.57' 1 T b,/ • ... �.j.'. ............................................................. ,Y INV IN = 416.79' 15" RCP SW r.. r. .....r. .. / o INV OUT = 416.75' 15" RCP SE Cll ).'!."� /�.' . j' . !.}./'{,. j'.j.. 0 20' 40' SHEET N0. �. ./J.1/j. .l,.... y T. l....../......`�Cl.�.l.. ,� C4.0 r,.r./ .,...../....... 0 c 5 a Li E4 L LANDSCAPE REQUIREMENTS - 1990 PLAN RQUIREMENT #OF PARKING CALCULATION REQUIRED PROVIDED SPACES 1 INTERIOR SHADE 15 TREE PER 10 88 88 + 10 = 8.8 9 +2 EXISTING PARKING SPACES / `I IMPERVIOUS AREA PARKING AND DRIVE AISLE 33,970 SF / PARKING AREA MAP KEY SCALE: 1" = 50' fesp+�, U \/ (55) LIR MUS �cb (6) ILE HEL / (2) QUE PHE / / / \ (42) LIR MUS 2 S L !� C n L TC, `rT.c q PLANT KEY TREES BOTANICAL NAME CDR FLO CORNUS FLORIDA QUE PHE QUERCUS PHELLOS TIL GSP TILIA CORDATA'GREENSPIRE' SHRUBS BOTANICAL NAME ILE HEL ILEX CRENATA'HELLERI' PERENNIALS BOTANICAL NAME LIR MUS LIRIOPE MUSCARI w 1 \\\ % \ \ \ V J EXISTING BUILDING \� f.. l v WATERLINE �/ / f. .;.� (PER �'' � \ \ / / 00 \ \ �••�. _ /. ..:..:.. L'.:.'.'.'. .'.':.�.....:.'.'..'.'.."':.'.':.'.'.'.'.'.'.':.'.' \ STREAM CENTERLINE \ j' �....:..:. \..:.. ...: \ . TRIP 61 W-2-2A2 JA-ZAN LIMITED PARTNERSHIP DB. 1134, PG. 536 ZONING Cl COMMERCIAL PRESENT USE: COMMERCIAL BUSINESS -? �(71)LIR MUS �`qVO/Cgop i EX. KOUSA DOGWOOD FO84> (152) LIR MUS Fs / SAq / CFS /AFc S',ogcFs EX. DOGWOOD �4 R FcSp gcFs (110) LIR MUS (2) TIL GSP (103) LIR MUS (96) LIR MUS EX. DOGWOOD EX.CHERRY EX. DOGWOOD (2) QUE IK W. H. ' HI 09/04/2020 Z 0 a u U Lu w Z 0 U) w w 0 DATE 6/Ol/2020 DRAWN BY C. GREGORY DESIGNED BY CG / FH CHECKED BY F. HANCOCK SCALE 1 "=20' JOB NO. 44930 SHEET N0. L1.0 is 0 d 0 3 IS =0 20 NU) N C) a2 O C Eo tC N d V 0� X N 0 m Z. m 02 �v 0.2 .. 0 8.= n d m > y � ate. N 0.0 =15 2 N h o .U.. U E o a c� m a m �a ma 0 N C m o m ''2N � .o c U N SE m g E F_ L GENERAL NOTES �Is PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; © Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring 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 marling 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 Storage: ® Heavy equipment, vehicular traffic and storage of construction materials 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 permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall 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 activity shall 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 provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by 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 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT COR FLO 1 CORNUS FLORIDA EASTERN DOGWOOD 1" CAL. B&B QUE PHE 11 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B TIL GSP 4 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 2" CAL. B&B SHRUBS QTY BOTANICAL NAME ICOMMONNAME I MIN. INSTALLED SIZE IROOT I SPACING ILE HEL 124 1 ILEX CRENATA'HELLERI' I HELER JAPANESE HOLLY 24" HT./SPRD. 1CONTAINER 48" O.C. PERENNIALS IQTY I BOTANICAL NAME ICOMMONNAME IMIN. INSTALLED SIZE IROOT I SPACING LIR MUS 11,442 1 LIRIOPE MUSCARI I LILYTURF 2" PLUG 1CONTAINER 12" O.C. INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, — WIRE, AND BURLAP FROM TOP Y3 OF BALL N BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT IIIIIIIIII CONTAINER SHRUB PLANTING DETAIL NTS PLAN VIEW EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT MULCH LAYER MPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER PLANTING DETAIL NTS REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS IEIGHT VARIES WITH PLANTS IN PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR ROSS- BRANCHES. GALVANIZED WIRE GUY 12 GAUGE. — ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"X2" HARDWOOD STAKES PLAN VIEW LOCATED ON WINDY 8' 2"X2" HARDWOOD STAKE, SITES, OR WHERE 2'-6" MIN BELOW SURFACE. TAMPERING MAY OCCUR. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK REMOVE TAGS, LABELS, AND i AND OUTSIDE OF ROOTBALL PLASTIC SLEEVING. DO NOT 2-3" MULCH LAYER TO EDGE STAKE UNLESS SPECIFIED (SEE OF DRIPLINE. KEEP 4-6" NOTE) DO NOT WRAP TRUNK AWAY FROM TRUNKFLARE IF FIELD GROWN, CUTAWAY ALL SET ROOTBALL FLUSH TO GRADE BALLING ROPES. REMOVE BURLAP OR OR 1-2" HIGHER IN SLOWLY WIRE BASKET FROM TOP Y3 OF BALL. IF DRAINING SOILS. DO NOT COVER CONTAINER GROWN, REMOVE THE TOP OF THE ROOTBALL WITH CONTAINER AND CUT CIRCLING ROOTS SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE PRUNE SUCKERS 6"SAUCER 1:1 SLOPE OF SIDES OF _, 1" COMPOST LAYER PLANTING HOLE _ BACKFILL PLANTING PIT WITH SCARIFY SIDES BEFORE PLANTING i - NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR TAMP SOIL AROUND ROOTBALL BASE ROOTBALL = FERTILIZER FIRMLY WITH FOOT PRESSURE SO DIAMETER PLACE ROOTBALL ON UNEXCAVATED THAT ROOTBALL DOES NOT SHIFT ��{ OR TAMPED SOIL �1 DECIDUOUS TREE PLANTING DETAIL NTS DO NOT PRUNE TERMINAL ­­i ROOT BALL LEADER OR BRANCH TIPS 12 GAUGE NEW 1/2" RUBBER HOSE GALVANIZED WIRE 3-2"X2„ 12 GAUGE GALVANIZED WIRE HARDWOOD ALLOW FOR SLIGHT STAKES MOVEMENT 3 2X2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE. r STAKE SHALL BE DRIVEN A MIN. 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL REMOVE TAGS, LABELS AND i PLASTIC SLEEVING DO NOT WRAPTRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE PRUNE SUCKERS 6"SAUCER V COMPOST LAYER _- 1:1 SLOPE ON SIDES OF —III PLANTING HOLE SCARIFY SIDES BEFORE PLANTINGIII- 3x PLACE ROOTBALL ON ROOTBALL -III UNEXCAVATED OR TAMPED DIAMETER SOIL nL 2 MULTI -STEM TREE PLANTING DETAIL NTS PLAN VIEW PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT M E 0 N O N � C > E w a E y LL o 3 U.Lu — Y O L M a_ U00 W J —� � _j = U a > LrI F C ui O N � M a� co J O W w E- N Z O E E H Z O U U) w 0 Z O U) 5 W of w 0 DATE 610112020 DRAWN BY C. GREGORY DESIGNED BY CG / FH CHECKED BY F. HANCOCK SCALE AS SHOWN LU z LU U O I --I II z U) w C Q Q G ~ r ^ Z V I � z Q CII Q 0 LU - O LL LU J OO _j LU LLI Lu w a — CO Q CO a U Q Q J z I --I Q H z I --I I\� JOB NO. 44930 L SHEET NO. L2.0