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HomeMy WebLinkAboutSDP202000047 Plan - Revision 2020-09-09VIRGINIA INSTITUTE OF AUTISM SITE DATA: TAX MAP PARCEL: 061WO-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, VA24401 (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 rS REEK OS OK TOWNWOOD WYNRIDGE Commonwealth PROJECT LOCATION Jlneyard vines ua [Av 6/1/2020 Charlottesville Fashion Square -e C BRANCHLANDS BRANCHLANDS RETIRE. VILLAGE BROOKMILL CONDOS Marshalls VICINITY MAP SCALE: 1" = 1000' RAINTRI fs31 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 C0.0 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 F-IT-J-7-061"T UL•\I: U CRAIG W I KOT.ARSK15 Lic. No. 0402048507 61P 0910912020 M a U 0 0 > U Q Z 0 U) a! 0 t7 AM Z O� a w g U � w O p U Z O Z U) 07 > U W cr DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W z W U 0 I --I z ,Lu V 1 a V 1 � I --I j F W o 0 LL_ LU U 0< a W Ly w � m � a H� V 1 z I --I Q I� z 1--1 JOB NO. 44930 SHEET NO. C0.0 L FI RECEIVED WILLIAMS MULLEN c t'y�t�te COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing- Charlottesvi0e, Virginia 22902-4596 Phone(434)296-5832 Fax (434)972-4126 November 20, 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; luml • approval of a ZONING COMPLIANCE CLEARANCE. - If you have questions regarding the above -noted action please contact Rebecca Ragsdale at 296-5832; Sincerely, �r LLB Mariah Gleason Senior Planner Planning Division Cc. Senior Centex 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 of Autism submitted an application- fora special use permit to use an existing building on Tax Parcel 061 WO-02-00-002A 1, located at 419_Hillsdale Drive, for office and private school uses for the purpose of an Adult Service Centel- 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 tl16-foregging, 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 §§ 18-18,12(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. ors I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a it tic, correct copy or a [Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, a11 s recorded below, at a meeting held on October 2, 2019. r -"Clerk, Board ofCounty Supervi o Avc N1 Mr. Dill Absent Mr. Gallaway Y Ms. Mallek Y Ms. McKeel _ Y Ms. Palmer Y Mr. Randolph Y SP-2019-04 Virginia Institute of Autism Adul(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 outdoorl 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-prdinance. 2. Maximum enrollment shall be 65 participants. 3. Normal hours of operation for the Center shall be from 7:30 a.mA"Td p.m:; Monday through Friday, with occasional evening and weekend activities. 4. Signalmust rovtded onsite, near the point of egress; notifying pustonTy a left turn out is -permitted. 5. Prior to convert -mg a portion of the parking area to outdoor yea ion spy silt fencing must be provided along -the top of preserved steep slopes. ACSA GENERAL WATER & SEWER CONDITIONS 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 w- WATER 101 STORM PIPE 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB ® CURB & GUTTER _ •� LIMITS OF DISTURBANCE FENCE X MAJOR CONTOUR XXX MINOR CONTOUR XXX f TC 725.94 PROPOSED SPOT ELEVATION Q PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes COA r%I AI(_ TC = TOP OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = 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. AlI 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 Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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 STRUCTURES/IMPROVEMENTS, 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 50/50 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 �1�p,Li.i3 OF O U CRAIGW. 3, KOTARSKI Lie. No. 0402048507 (r"pn. 09/09/2020 ,4 � m E 0 N OV N C > E w ° E LU QU. U. 3 0 n wm.. K W t ¢JUao W J-� M (9 W N N v Z F y F x 9_WJ �E 04 v M = N = U > c N y N � M da OD J Z O a z m � w U w O p U z O Z un > O w V rr F 0 DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A el_\ UJ z LU U O I� z ,LU v ) Z z J U7 (D ~ 1--1 ' I- F LUZ Q Q � O '0Z5 LL LU J V / Qcl� LU LL1 w O Q D z I--i V/ z I --I Q I --I z L.L 30B NO. 44930 SHEET NO. C1.0 L 3" (Latch Clearance) Ameristar Standard 1� Leaf Widths 20 v)fa" Varies I® with Height Varies withII L Height Standard Heights 4%5', 6%-P, 2%" Otiose Clearance) f1%a" FORERUNNER"Rail (9ae Cad-9aim, on Pddl Dlmrin8) Post size varies with Height (see ECHELON a'"eaasAn de 1 - Gate Upright 2" x .250 wall - VW x .125 wail Picket Weld on Box Hinge dhqui,m aadpa6) O om. ' . 3Y4" TYPICAL 36"Min. Footing depth & f I- T-0 Adomment Options Single gate Arrangement "" s«�"sad elraNl p as) NOTES: I� 1y4" 1.) Post size depends on fence height, weight and wind loads. Pickets welded to See ECHELON If -post sizing then. FORER(NNER Rail 2.)SceAmeKouts.srar gate table for standard out to outs. Custom gate prim to coating openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request 1�" This could change the Latch & Hinge Clearance. 4.) Third and Fourth rail optional. Some heights acted required a third and/or fourth mil. Over all Out toOut 2s/s" (Hinge Clearance) �{ 3" (Latch Clearance) Amensrf Standard I� 23/s" (Hinge Clearance) Leaf Widths 2 r Ih/s" 1YA"FORERUNNER-Rail M6" ' T-� Varies with Height Varies with Height Steward Heights 4', 5', 6', 7', 8', 9', IO •E E (seeee sedi®oaassetoawiw Post size varies with Height (&¢6CffPdLON II"'POH-$teen$ O 1 Gate Upright 2" x .250 wall - 1"J3 x.125 wall Picket Weld on Box Binge (Req,ureueelpoau) Standee ,V. 5', e, 36' Fami 0 $' O.C. Nora. - 9h/is" Varies with Height V�r es with Height d Heights III, ', 9', lo' 2"Nam. .11 1 3" TYPICAL Min. NOTES: J `U 1.) Post size depends on fence height and wind loads. 1' Sce ECHELONH 'post sizing chart. • � FORERUNNER -RAIL 3.) Additional heights available on request. Some heights noted require a third and/or fourth rail. 4.) Third and Fourth rail optional. PANEL BRACKET Specially designed two -point connection ensures fixity of rail 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. 3s/j'TYPICAL .:� �.N INTERIOR GUIDE Ci� 36" Min. I - Base Material Channel forms lower limit of raceway for retainiag Foxing depth {, ,. rod and allows for high "No -Mar" Polyester angle bias ability. - -. Powder finish coat FORERUNNER'"RAB. 1Y," FORERUAWER'"Rail (sec ease-seesaaaemw) /Post size varies with Height (sa Ecrw.ox uw eon.si:ias clmn) 01 / 1"fO x _065 wall Picket Bracket Options 63 s s REINFORCED POST Internal nib increases against wind loading as well as other horizontally applied forces (Only on 2Y"aluminum posn). LI-''U_ : "U"-Channel specially Double gate Arrangement g g formed high strength Values shown are nominal and not to be used for installation See Values shown ere nominal and not to be used for architectural shape. purposes. product specification installation purposes. See product specification INDUSTRIAL STMNGMALUMIIVV7tM for Installationrequirements. EWUSTiel4LSTRENCTHALUADNUM for installation requirements. 2AMISOG I ZAMIS ECHELON II MAJESTIC 2/3/4-RAH. SGL & DBL GATE 1555 N. Mingo ECHELON II MAJESTIC 2/3/4-RAIL 1555 N. Mingo DR: NJB SH.lofI SCALE: DO NOT SCALE ® Tulsa, OK 74116 4 AMERISTAR a' DR: NJB SH.lofl SCALE: DO NOTREV: �� �� ® Tulsa,OK 74116 AMERISTAR I� 111. 1-888-333-3422 0111�i1 1-888.333-3422 , CK: ES Date 2-07-12 REV: d www.ameristarfence.com CK: ES Date 2-07-12 REV: a www.amerigtarfence.com CG-12 NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES' CURB WHEN REQUIRED (CC-2 CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACER(AREA IN SQUARE YARDS) 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 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND e SPECIAL DESIGN SECTION FOR APPROVAL. \. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ' 12> X T 'l BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B 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 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 1211 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX_ ; -I THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. XX 11-I S. MIN XYa` 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' - MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT XX , 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 CLANDING 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 CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"" -.1 IF 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - O O 00 O 0000000 - LANDING RAMP -e O O O O O O O O O O O O -I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p + It 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N p r� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 le 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E - 50%-T_ OUF BAS ETER DIAMETER O O O O O O O O O O O O O O O C DETECTABLE WARNING o c AT BACK OF CURB L 0.9"-1M : SEE NOTE 12. BASE DIAMETE L VARIABLE FLU WIDTH OF RAMP FLOOR _I r-PAv LIMITS i DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING e INSTALLED ON A RADIUS DETAIL DETAIL 'v \VDOT CC-12 DETECTABLE WARNING SURFACE SREFE ENCION ROAD AND BRIDGE STANDARDS n (GENERAL NOTES) 105 SHEET 1 OF 5 REVISION DATE 0 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE 0 0 0 COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale ASPHALT 1.5 TIMES EXISTING PAVEMENT THICKNESS MIN. 2" ASPHALT SURFACE COURSE AND 4" ASPHALT BASE COURSE TACK AND SEAL BEDDING AS PIPE REQUIRED PIPE O.D. + 24' ASPHALT PAVEMENT REPAIR No Scale 1.5"DIA GALV RAIL ITYP.I_ ��'//HBO//ems////✓,l� ��� ,-TACK AND SEAL 1. SET POSTS AND EXCAVATE A VX4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6' �ji 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE II1I INTO THE TRENCH. FILTER FABRIC SF 3.05-1 SILT FENCE (WITH WIRE SUPPORT) No Scale EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK 4" 21-B STONE COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' 12" MIN NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% (TYP.) r EXP. (TYP.) 4" 3,000 PSI AIR -ENTRAINED 0" JOINT FINISHED CONCRETE GRADE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. r° _5„ 1,4„ CONCRETE SIDEWALK PAVEMENT SECTION No Scale \CONCRETE T^^ ^ ^^ 4" r. ^ \#3 REBAR (12" O.C.) 1/8 WASH 5" # 57 STONE e, 8' a I' 1tI (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 VDOT TOP OF CURBCONCRETE �I---L-1�3 VDOT STANDARD CG-2 CURB CONCR No Scale //\\//\/ CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB No Scale VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB �1�p,LJI3 OF 0. Y �4 O I U CRMGW J. KO"TARSKI Lie. No. 0402048507 �F n. 0910912020 m E 0 N OV r4 C Q O > E a' E w 'i, to u, 3 a U. n w O m ¢J In Z w j., - nrh O N d N N d Z �uJ NM W 30 �a to Q Q aj w W p O U n= cN Z m xv >U1 Z ~ NN w U M O� d � eD J F- tY C) O (.D 0 F- 0 O LU r I U 0 O Q � 0 Z O O DATE > j 610112020 O Z O E E DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 44930 SHEET NO. C1.1 0 c c L LEGEND 0 WATER VALVE o- YARD HYDRANT WELL HEAD ® WATER METER o ROOF DRAIN/ DOWNSPOUT ® CLEAN -OUT Q STORM DRAINAGE (SDMH) ® STORM GRATE INLET o GAS VALVE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HOPE HIGH -DENSITY POLYETHYLENEPIPE QT TELECOM MANHOLE .7 UTILITYPOLE < GUY WIRE (E) ELECTRIC MANHOLE ® POWER VAULT, UNLESS NOTED 00 LIGHT POLE 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 WATERLINE MARKING UGT UNDERGROUND TELEPHONE MARKING - - - - - - - - - - - - UNKNOWN UTILITY EDGE OF PAVEMENT (EP) SIGN SWL SOLID WHITE LINE (ROAD STRIPE) OWL DASHED WHITE LINE (ROAD STRIPE) DYL DOUBLE YELLOW LINE (ROAD STRIPE) OO 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 VER/ZON HC HANDICAP PARKING O (F) PROPERTY CORNER IRON ROD FOUND, UNLESS NOTED • (S) PROPERTY CORNER SET. e "REBAR UNLESS NOTED MAG MAG NAIL ° DECIDUOUS CONIFER SHRUB MANAGED/PRESERVED STEEP SLOPES i LINE TABLE LINE BEARING LENGTH L9 S73048'13"E 5.00' LIO N1703726"E 13.96' L 11 N70 °56'55"W 4.86' L 12 N71 °3744"E 11.00, STEEP SLOPES (PRESERVED) V SDMH TSr/ OF�fA TOP = 416, 38' O� / f C INV IN = 405.1.9 18" RCP (SW) FSTcCONC. RAMP W/DETECTABLE i / O CUAIG V . 7` INV IN = 401.9T 60"RCP (W) YO OT.4RSKI 5 J OUT = 401.64' 60" RCP (NE) O90 WARNING STRIP TMP 61Z-03-11A 1 Lic. No. 0402048507 TMP 61W-02-28 COUNTY OFALBEMARLE C/O FINANCE OH/ ASSET (VA) CHARLOTTESVILLE - TRAFFIC SIGNAL ARM TRAFFIC SIGNAL ARM ADMINISTRATION RM 149 �F 0910912020 w� 1165 PEPSI PLACE LLC FOUNDATION ONLY ZO FOUNDATION ONLY ZONING: PLANNED UNIT DEVELOPMENT �S ��w ZONING: CI COMMERCIAL TRAFFIC VAULT PRESENT USE UNDEVELOPED sdONAL PRESENT USE: CONVALESCENT ........ APPROX. DRAINAGE/ 040" SO CURB INLET ,4i6 SD.MH.'.'.'.'.','.'.'.'.'.'.'. HOSPITAL STORMEASEMENT "' "' TOP = 416.46' / ' I TOP' '4.1.3.57.'.'.'.'.'.'.'. D.B. 705, PG. 342 '.'.'IN.VYN'- 410.62' 15" RCP (NE) I IN.-408,21."8".'P.VC )...........'.'....'........ . D.B. 1034, PG. 001 IN N=406.04' 18" RCP (W) 6" TIMBER RAISED INV =.399:5T 60' RCP. ) o 0 .'.'.'.'INV•OU = 405.93' 18" RCP NW / INV IN - 05:3215"RCp 'N ...................... ........ N u ( ) 7 - Q15 PLANTER BEDS (TYP) - _ G+ INV OUT 9.52 6D . RCP (S o / �FF,y SO CURB Ei . E / / \ - ` i 'b ep� TOP = 412.34 - .. SO CURB INLET / i -01 F� INV IN = 406.76' w 3 TOP = 416.88 ' ' ` ' 414 R (NE) CP . �i ` L 12 i O INV OUT = 406.74 1 RCP (SW) a � 0 3 lNV.QU7=4 1.56' 15"RCP(SW) --- - �, O PiL a w n ------- /i i X 35.96' / 2c F IMPLIED LOCATI 10'CENTRAZ w r M N7g°23 12 E TELEPHONE COMP YOF VIRGI A a v CO 0 SD FILTER A CURB INLET // / 9Q / /35. \ a oN ~a z / jP g6' - c J \ EASEMENT TOP = 415.35' / / P , // -/- - D.B. 978, PG. 017 O w v vi INV QUT _, 4 0. 00' 6" PVC (NE) Z ? v g Lo Lu Sl HT D/STANG EASEMENT dp LL RED�3kJB \ \ \ // o Q c p cJ �� mr z D:B: 5055, PG. 608 {k \q /, BUS STOP _ z > O STEEP SLOPES 1` �� n 6 Q OI \O l / 30' BUILDING SETBACK LINE SHOWN PER o N j (MANAGED) I q1 �� I PROPERTYL/NESEXIST/NGAT '^ w tp S�� - , / I \ ` /i _ _ D.B. 1034, PG. 001 ro .. O IO' EASEMENT TO VEPCO / QQ \ j/i \ ; sSio D.B. 837, PG. 575 I t� Z /� / `� \ / �Q. APPROX. DRAINAGE/ STO YytASE!l9NT , . cG CONC. STEPS D.B. 705, PG. 342 Ln SD CURB NCi •, : ,•, ,•: �j ` O i < D.B. 1034, PG. 001 / o v / - _ WIHANDRAIL I O TOP 419.95'''''' v ,/ SHRUB \ ` �� _� ..�.` ; w r �r,� �\ _ INV IN = 411.63' 18" R P.(NW).'..'.' a �} G�� /// TIMBER STEPS \ _'� �/, .. '. \, o _.,... O INV OUT - 412.47'24" CP / - (S�)'.'. WIHANDRAIL � � -/1 � � a / BOTTOM OF STRUCTUR = 411.60' ® - -are- ' / `416 - LL \ \\ `\� SMH 'REVERSE FL .W NOTED v / / a \\\ / TOP - 410.73 0 0 RED BUD �\ �\'.\ c�\ INVIN=39743'10"IR N(NW). / 1 > w o IVAC \ , INV JN = 39775' 10" IRO (N�) TMP61W-2-2A1 HONEY UST Sp ' H LL � 0 SENIOR CENTER INCORPORATED / w' i A's : - ar r- ♦ / INV OUT = 39735' 10" 1R (S.%�):':':':': a rn / N �♦ z o TOP- 42 .00 / / 491 H/LLSDALEDRIVE c \ * CO ♦ p INV IN - 413.34' 15"STEEL.' SW) , - -4/9 / l DB. 1034. PG. 001 ED, PLEA ' ` ` 2c U) DATE GOLDEN RAIN TREE .� INV OUT = 41 z?$', 1 ", RQ (SE) \ % // 1.713 ACRES � _ \ \� / CONC. RAMP W/ DETECT4LE > / 610112020 / ZONING: C1 COMMERCIAL r WARNINGSTR/P o= ^ry BENCHMARK: / } DRAWN 8Y ' SO CURB INLET \ ' %' V ^' / 1.\.'.'.'." \ 47AGNLSETWASPHALT TOP = 419.08' / \ I: ELEV=416.98' A. FONTAINE / / INV /N = 410.26' 24" RCP (NW) y � MAG �d W/ S EL TER / / INV OUT = 410.24'24"RCP (SE) j I � I � � �P tr / % SD GRATE INLET (2.5'X 2.5J • DESIGNED BY \ - / AMELANCH e..... ,'� \ IMPLIED LOCATION 10' CENTRAL TOP = 41585 NA TER LINE EASEMENT FOR LBEMARLE - _ \_ V f INV OUT = 411.34' 15" RCP (S) / • A. ALLISON TELEPHONE COMPANY EASEMENT (� / COUNTYSE ,v(G: AUTHORITY O l 1 D.B. 978, PG. 017"j..'. ) • CHECKED BY 8: 1167, PG. 687 v \L l \\\\ \ \ i BRED MAPL� \ / / 'WITHIN VOOT Rl HT' OF -WAY TAKE _ _ r� / \ e V� `l `> • C. KOTARSKI \ SO CURB INLET may\ TOP=419.03' l I l l:l'y / / • SCALE / CUR CUT \ INV IN = 409.93 24"RCP (NW) C�' �� l i x l l A ^\ INV OUT=409.90'24"RCP SE / / W/RAMP -, \ ( ) Q /.L/✓1/...c....'. 1............. �........\.. 5 � ....�.'.'.'.' '. '....... ....... � STREAM CENTERLINE V / / /i.r'........ . ...\ . l BRADFORD PEA1Z \ j. L./ ^��...... � ....�... .'.' / GARB CUT \ / L/ ! i ............ . VAR. WIDTH UTILITY EASEMENT /II � o l � � W/R P �\ FOR CENTURY LINK AND !'../. , / \ LL DOM/N/NION VIRG/NIA POWER�0 !.. /.�'/�jF .. /, .... ........ ........ INV.-'398: \ ! l gGFS \ a PO (! r../ . x. I ..p�..�...: w D.B. 4743, PG. 300 - - - q , \ ` Q /L j.!/.! .r / QONC. HW l C y Np/ ` \ \ ` L.'.':1./.....:::�'.'.'.'..'.'.'.'.'.'.'.'.'. / .. ....... \ ^ a C9pp \ CON 1.7 . / ... j ... ..... 6! RET INING WALL Z I l l 'yC Fp 1 1 1 1 C i /.f. j.�..... l.. \ FS • � r.././!. /rr /+ [1 'A' PROX.ILOCATION r l / /......./... .... ...... \ \J I.'..'.....'....'15'V CO EASEMENT - - - // % / /\// '` yC \ yC \ \ 1111 CURB CUT rJ� f i r / L l it �:.. / . D.B.. 079, P . 424 Q`r t�G /yC 1 1 1 1 / RAMP / f .liL'% f./..). L.. ...... .........: / "...' ....... \ TEMP. CONSTRUCTION / WILLOWOAK yC EASEMENT 1 l / Olt I N l/ FLAGPOLE 1 SH \ 1 1 Q I I r. /. j' .'!' . D.B. 4743, PG. 300 Ric L. �............'.'.'.'.' ..... N ' ! BRADFORD PEAR a N �� ^ `� PINE q0 S� ui CC A 0¢ / '!/..✓.'1.. .,�.�l.j�.'....\. Ip IBC p I V t S RUB C9pp Q / L . . GONG DUMPS PAD �/ a ASH L4� I l J.l.../..�....... .. .. ....... \ Sp % 1. .l'.' I/ /'.'. WC8'. HAIN KFENCE Q CROSSWALK SIGNAL POLE OO % / �S Q Q 9CFS QV ¢ l /' !'L' . 7. '.' STEEPSLOPES z ' / s RE BUD Fc Sp o ✓ Sp,CUF?B 1NLE.T _ .. 5 \ (PRESERVED) - - gGFS \ \ �. i/ !/','.z/ ..j..... j..'/ '.'.f.. ...'TOP'419.36y v 1 �O MAG \, /.'T. I It .. (NVIN.=' 09 824"RCP( CONC. RAMP W/ / \ KO SA a \ I'I'I .j.' .I .I. j... / .L.. IPlV OU = 409.42'24" . P (SE)..... .... . DETECTABLE / / r.'.'.L' ..'I'.'.'.'.'..... 0 /... / . / .. i--I \ 15' DRAINAGE EASEMENT K j �.i .'. .. . I ... / z 0 WARNING STRIP / / \ �. / ..J .` ..r... I :::::::....... . BENCHMARK O /// D.B. 1034, PG. 001 \ �\�\ d / L L / �//or / /! / O Z BRIDGE SPIKE SET p� / \ CC RE LID �i ! l p l / r U ELEV=42C 36' / �� a OLDIE RAIN EE \ rr'./'!'..1 r'l.O.'. l LL Lu O E INLET (.5X.1 R5) ..... _.OP 418.07' _ .'. _ .. w m z / s .... ........ I ....... . / RFG �1 .INV 1 = 08.68' 24.' RCP.' NW CONC. RAMP W/DETECTABLE / / / Sp ! • " a qC \ $ /../... - 'INV' 4 9.07' 15'' Lu WARNING STRIP - - / FS L ....�..... .' GdLD N RAl TREE I � I .�. /�. j .!) .�...�.!! /� .. � / l I� � INV ;' T'= 408.67 24' i7CP SW � ..... , I CONC. \ I \ �j I 7.' '.' P w ...--... / \ \ DOGWOO l...J /.../.Y.-....... CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C9 2107.20' 13.07' 6.54' 0 21'19" N31 °2943"E 13.07' CIO 315.50' 31.02' 15.52' 5°3757" N27°56'08"E 31.00' C 11 262.71 ' 42.24' 21.16' 9 ° 12'41 " N22°3847'E 42.19' C12 241.51' 49.59, 24.88' 11°45'50" N34°26'10"E 49.50' REDBUD G /$./.L/.. / a 7q co/ ./...1' p / ........... .... ... n R �.. T. 7 a L4 1..'....../../.. /h'00 l Z J / - J I \\ ccGSpgCFS 'co ti / I --I RAN EASEMENT 62y, (9' J .Y.'�.) l . 1. �.'l L./ .r.'�.' / Q D.B. 4743, PG. 300 !4 Q /V, AN REPUBLIC HOMES, INCORPORATED z l'.'.. TMP 61 W-2-2A2 DB. 889, PG. 612 -4 JA-ZAN LIMITED PARTNERSHIP a \ q %7' ('(' ' (�l I ZONING. PLANNED UNIT DEVELOPMENT r n STEEP SLOPES OB. 1134, PG. 536 ......... ..... PRESENT USE. UNDEVELOPED V (MANAGED) ZONING: C I COMMERCIAL �` � / / . r ./. � / ' ! t � � �l l � � r. � � � � � . � / 1 / r..q //.. ./.l.l'.l. / ..r: l: .. / 20' . NLTAR'YEA MEN .................. L.L PRESENT USE.- COMMERCIAL BUSINESS / rill✓I'/1.".� l D.B.705,P.Fr.342 / / . r..'.//.'. / DOGWOOD \/ l:'.j.l r I /.j,.r. �.'. j. %.j. �.'V. LL D.B. 1034; PG. 001. CHERRY C 4 00 C .'. .11/ �f. .1.. ....... ......... -DOGWOOIz \ Ills)a. J.f.�:: ........ : I Q JOB NO. SM SD CURB INLETV / TO 408.45'...... 44930 TOP = 420.5T �� 1 ! r: r a j i' / i'.. /:'j:' INV IN.= 394.71 `.i. "lR N (NE)..'......... SCALE 1 "=20' INV 1N = 416.79' 15" RCP S W� L, j . i.' r( .1 1 .1.1.I: /`'..t r.. If 1NV OUT =.394,64 10" QN' F5) 0 20' 40' SHEET NO. INV OUT = 416.75' 15" RCP SE +!l �!/L'r/�J .'� J �I ifll .' / I C2.0 0 c N L i ..............'.. STEEP SLOPES ......... LEGEND : (PRESERVED) / SDMH asp To = TOP (SW) 416,38' GGFrTc/ / �� REMOVE VEGETATION/PLANTINGS INV IN 405.42' INV IN = 401.97' 60" RCP (W) F40 CONC. RAMP W/DETECTABLE J OUT = 401.64' 60" RCP (NE) �O� IMP 6 fZ-03-11A 1 ® REMOVE CONCRETE IMP 61 W-02-2B O WARNING STRIP COUNTY OFALBEMARLE C/O FINANCE OH! ASSET (VA) CHARLOTTESVILLE - TRAFFIC SIGNAL ARM TRAFFIC SIGNAL ARM ADMINISTRATION RM 149 FOUNDATION ONLY O FOUNDATION ONLY REMOVE ASPHALT 1165 PEPSI PLACE LLC ZONING: PLANNED UNIT DEVELOPMENT ZONING: CI COMMERCIAL TRAFFIC VAULT PRESENT USE UNDEVELOPED PRESENT USE: CONVALESCENT ais , APPROX DRAINAGE/ SD CURB INLET SD.MH.'..'.'.'.'.'.'.'.'.'.'. REMOVE TREE HOSPITAL STORM EASEMENT - TOP = 416.46' TOP'='4.1.3;.57.'.'.'.'.'.'.'. D.B. 705, PG. 342 INV YN'- 410.62' 15" RCP (NE) l IN.; 409,21."8". P.VC ) D.B. 1034, PG. 001 (NV N=406.04' 18" RCP (W) 6" TIMBER RAISED !NV =.999:57' 60"RCP. ) .. .. . INVOU = 405.93' 18" RCP (NW) 1y SAW CUT CURB SIDEWALK OR INV IN - 05.;32;1�"RCP (N.. . 7 4 PLANTER BEDS (TYP) ASPHALT (SIDEWALKS AND CURB INV OUT = 9:52 60"'RCP. S'. . _ /L \ G)Q� ............ TO BE CUT AT NEAREST JOINT) \ \ Fy SO CURB ET.'..'.'.'.. ..'.'.'.'. L` va \ ep� TOP = 412.34 .. ............. . SD CURB INLET / \ I 44 s���� INVIN-4 76' ...RCP.'(NE).'...'..''.'''..'.''.'...:::' .....' TOP = 416.88 i ` L 12 SILT FENCE O INV OUT = 406.74' 1 "f2CP (SW), INVOUT 1.56'15"RCP(SW) ------ �, p �'2 ,,, ///j P�� I N79 23,12E 35.96 \ i �p C, \ TELEPHONE COMP 10YOF VIRGI A NOTES: TELEPHONE REMOVED ARE TO BE RETURNED TO SD FILTER CURB INLET /� i �Q� / /35 g6' EASEMENT OWNER. REM E P NTE TOP = 415.35' i Q `/ \ -� _ 0.8. 978, PG. 017 2. CONTRACTOR TO REMOVE AND DISPOSE OF INV.QQI` � 4 0.00' 6" PVC (NE) i i� / REM i ALL BUSHES, SHRUBS, AND OVERGROWTH G^ r �� \ BEN H �i \ FOUND AROUND THE NEW DOOR S! HT D/STANG EASEMENT ll / RED�24f6'X \ l \ ��i ..., REFERENCED ON SHEET A113-B. D:B. 5055, PG. 608 0 i? ` VEGETATION SHALL BE GRUBBED AND otih \ \ n\�I O / BUS STOP TOPSOIL PLACED TO FILL IN DISTURBANCE STEEP SLOPES l� ��� Q O I v� `\ 30' BUILDING SETBACK LINE SHOWN PER CREATED FROM REMOVAL. ALL EXISTING (MANAGED) . , q1 %- '�� �� %�'�T �'� �'� O PROPERTY LINES EXISTING AT TREES SHALL REMAIN AND BE PROTECTED 4 4q '�� - 0 D.B. 1034, PG. 001 DURING DEMOLITION ACTIVITIES UNLESS -n���� OTHERWISE NOTED. O 10' EASEMENT TO VEPCO Q�QC / \ ��^ 1 \ > \ ' T3io l D.B. 837, PG. 575 APPROX DRAINAGE/ STO Yy1-AS�MENT r� i / tk i QS REMOVE D.B. 705, PG. 342 ................... ............. r' OG, CONC STEPS ".'.'.'.'.'.'.'.'.'.'..... ..'.'. i ` F D.B. 1034, PG. 001 SD CURB NL�T•; ; ; ; ; v � O / i/ � � � _ � W/HANDRAIL RE iK - �� / I .'.' TOP 418; 95' v / RELOCATE ..�.` ; u r r?� _ .... _ .... _ _ .. _ .. . _ . . . INV IN = 411.63' 18" R P.(NW).'. a ^ti / / VEGETATION - ' .. . . TIMBER STEPS (SEE NOTE #2) INVOUT=TRU T R .C1(9E)'.'. ` i l W/HANDRAIL are_ -/i > \ ....... SMH ............ BOTTOM OF STRUCTUR = 4f i:SO' - -are- r Z > "REVERSE FL '.W IVU I'ED v / ® / r T s .� .. / TOP = 410.73 OS� RED BUD / n\ �\� ".. c /NVIN=397.43'10"lR N.NW'.'..' / r HVAC r a � � ... \� INV IN = 39775' 10" 1R0 (NE)".. ; .'....'.....'..'.. ..'.. . \ / \ " Q�s HONEY .UST ll INV OUT = 397.35' 10" lR (s. );...... . Sp'y /. •TOP - 42..00' INV IN = 413.34' 15"STEEL.' SW - -ar9 \ CONC. RAMP W/DETECT LE INV OUT = 41 \ / GOLDEN RAIN TREE w �I V URB ,/4 / r WARNING STRIP SIDEWALK TO REMAIN `:. �. hn Pb j SD CURB INLET REMOVE PAVEMENT AND ' o P / TOP = 419.08' CURBS IN THIS AREA * BU STOP W/S EL TER \ INV/N=410.26'24"RCP(NW) y' -L_ L 11 INV OUT = 410.24'24"RCP (SE) �• .4 . �' /1.4 / SD GRATE INLET (2.5'X 2.5) / \ _ REMOVE PLANTINGS IMPLIED LOCATION 10' CENTRAL ELAN / (° '/ \ TOP = 415.85 WATERLINE EASEMENT FOR LBEMARLE ALONG BUILDING TELEPHONE COMPANY EASEMENT (10'.^ . / r v \f I �/ INV OUT = 411.34' 15" RCP (S) / COUNTYSE AUTHORITY O / REMOVE SIDEWALK, D.B.978,PG.017 -- RED MAPLE l B: 1167, PG. 687 v / va GRAVEL BASE, SHED TO BE REMOVED AND 0 'WITHIN VOOT RI HT' OF -WAY TAKE CURB, AND RAMP RETURNED TO OWNERSHIP p� SD CURB INLET (_ 4' ASPHALT TO'- / / \ INLET TO TOP = 419.03' L9 I l \ REMAIN y`.k1 _ l / CURLj CUT RAIN INV IN = 409.93 24"RCP (NW) (9' %\ / / l _ \ !NV OUT = 409.90' 24" RCP W/ RAMP (SE) ... ` �. G ! �/ REMOV�9 \ SHED. V/ �. . '�4 '.?�..'. .'. ' \.' STREAM CENTERLINE V / BRADFORD PEA \ ^ / ` REMOVE 4 RB CUT VAR. WIDTH UTILITY EASEMENT p Jo I OLLARDSB /W RAAdP / tr rl l FOR CENTURY LINK AND l R l� / l FG So ` \ INLET TO g r .r / / INVI= 3 \ DOMININION VIRG/N/A POWER qC \ J 1 D.B. 4743, PG. 300 _ _ _ - p l / FS REMAIN QO r.' / l _ ��'.'r'.'..'..'.'_ . CP W/ 18" O \ ` / oN /! yc shgN /c \ \ \` �\ Q /% QONC. HW / yC gApFp RE OVEISIDEI ALK xx�� cc �(`O / T Fr. j . 6" RE7 INING WALL TO REMAIN - / yc SogCFs\ 1 �/ ( \� 11 . APROX.ILOCATION \ yC �\ 1 II II / / / ...'..' .. REMOVE / 15'V COEASEMENT 61c ` I I 1 CURB CUT CURB OV 079, P 424 yc yG 1` II IN/RAMP / / / .'.Jl.1/r lv, REM VE STRIPING / \ TEMP. CONSTRUCTION Q� l l `- WILLOWOAK 5C III �T.'r./.�1.�/ EASEMENT Q� �\ / ' REMO E C 1 1I 1 l� /'.!/." // :�` t SILT FENCE I D.B. 4743, PG. 300 C% FLAGPOLE SH l � �2 \ v.'. BRADFORD PEAR TO BEiI/Ee 11 1 Q ! e T/ PINE TO BE REMOVED gC'FS CC A QC / ,/ / / I V = 403.I 2' 6" PIGC S RUB TO BE REMOVED Sq / b lf/ / ..' / I l l '9ppF I I n REMOVE g I r ,4 J /i� I_ GONG DUMPS PAD ASH l I t7�lj' W/'8'. HAINENCE . Sp / CROSSWALK SIGNAL POLE ® j / RE VE�SR�c v gCFS QV / / STEEP SLOPES I G c' '/ / (PRESERVED) RE BUD Stl OU{7B 1NLE.T gCFS \ C� r../rh/ /./.' !.., TOP-479.36y l.'....... INV.IM=' 09 824"RCP W........ CONC. RAMP W/ / INV=409.42'24" F SE DETECTABLE / \ / I'IT.j.' Q% (... ). _ ...... / KO SA \ h/ L ..j. y.'.'I. /I.L ..>!.... l..'.......'.'.'.'.'.... I 15' DRAINAGE EASEMENT K .� ... ... WARNING STRIP / \ /.')'..'j ..'. ,... '.'.' .'.'. ' ............... . VE D.B. f034, PG. 001 \ \ \ . / r /lI.l...l. r. t. %.. r/.. ....... . REM VE Cc RE UD l l// l /l.� . / I !�� \ Nw OLDE RAIN EE TOP 4180NLET(.5X1'S) -. daLlBy O `•� CRAIG W J. KO'TARSKI Lic. No. 0402048507 61P 09/09/2020 ,¢ � m E 0 N O N > E ° E w LLLL o w o m ¢J UaMo Z d vi a z C7 IIJ N M zp � w g U Lu 0 � i a w w O ,n c N z 2 V Q O Z ~ y N w O M ce v OD J �F- L6 O x c7 0 0 0 w N uj U no a z O DATE j 610112020 0 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' ui ui U IL I--1 w u z (D =�z O LL UUi i--i of O W — ca w Q V/ z z V JOB NO. 44930 SHEET N0. C2.1 0 2 0 c �a 0 �O o nV) 2 Z .so O C T a yc 0 c OD w (7 m Z m O m m a M y F y `or 5 0 a-.5 a 2 Y N X 0 V 2 m' c 0 0 49 0 c �o c U N O a c 10 a 0 o � � o w. � U c 2 m �+ N 0 C 0 N n� � d c E F= L i ----.--.-.-- .......'.'.. ... STEEP SLOPES / ..'..... .:.-- LEGEND: ?6�T0 ............ (PRESERVED) / .......... ....... ` / CONCRETE SIDEWALK .... .... ..'.'.' .'........ ....' ..' O "po CONC. RAMP i / ""' "' ............. TMP 61Z-03-11A 1 LIGHT -DUTY ASPHALT TRAFFIC SIGNAL ARM 90 WARNING STRIP TRAFFIC SIGNAL ARM COUNTY OFALBEMARLE C/O FINANCE FOUNDATION ONLY �0 FOUNDATION ONLY ADMINISTRATIONRM149 ZONING: PLANNED UNIT DEVELOPMENT HEAVY-DUTY CONCRETE \ TRAFFIC VAULT PRESENT USE: UNDEVELOPED APPROX DRAINAGE/ - .............. PROPOSED GREEN SPACE STORM EASEMENT "' "' ® D.B. 705, PG. 342 ........... D.B. 1034, PG. 001 NEW MULCH ` y NOTES: / \ se�p�F ......... 1. EXISTING DUMPSTER ENCLOSURE CONSISTS \ L12/ Qo'f' O 6' WIDE MAINTENACE .......................... ........, I ............... OF A 12.81 FT X 18.24 FT CONCRETE PAD. THE EXISTING PAD EXTENDS 1126 FT BEYOND - ----- �� � UPMENTGATE ------ ` + CO yiL EN THE FRONT OF THE DUMPSTER. THE g5.96 J c< lMPL1EDLOCATI 10'CE/VFRAL, N79o2g 12 x J TELEPHONE COMP YOf= VIR61 A DUMPSTER IS SCREENED BY A 8 FT TALL // 1P — — ` J EASEMENT CHAIN LINK FENCE WITH SLATS AND A '3 \` \_ 1. D.B.978,PG.017 DOUBLE GATE. NEW MULCH RELOCATED r RED�(iB� / IMBER STAIRS {kl \\ �\� + /// BUS STOP .. WITH HANDRAIL + Q� 30' BUILDING SETBACK LINE SHOWN PER PROPERTYLINESEXISTINGAT D.B. 1034, PG. 001 \ 10' EASEMENT TO VEPCO / I D.B. 837, PG. 575 APPROX DRAINAGE/STO M�ASM�NT, D.B. 705, PG. 342 D.B. 1034, PG. 001 . ............... / 5'X7.3'CONC.SLAB SHRUB WITH TURN DOWN a U GATE ;' \ �•\ i FUTURE OUTDOOR / RECREATION AREA q SMH TOP = 410.73 RED BUD \ \ + cT INV IN = 39743' 10" IR HVAC PROVIDE 4 FT OF CLEARANC `� `} lNV IN = 39775' 10" 1R0 (NEJ },. AROUND EXIST. TRANSFORMER `� ` HONEY UST INV OUT = 39735' 10" IR (S . / /� 11 STAIRS WITH HANDRAIL �* LL Coy REPLACE EXISTING GOLDEN RAIN TREE (0 / CONCRETE l DETECTFLE / SHADE CANOPY (SHADE SYSTEMS INC. WARNING STRIP "SAIL", OR APPROVED EQUIVALENT). j T CONTRACTOR TO INST?,LL \TOPSOIL AND PERMANENT ryP p 6' WIDE MAINTENACE ` % SEEDING FOLLOWING THE BU STOP EQUIPMENT GATE 12 FT CANOPY HEIGHT ` ` \ / 7 \\\\� REMOVAL OF EXISTING ASPHALT W/S ELTER - L 11 1 PEDESTAL MOUNT PICNIC TABLE WITH SEATS AN / \ IMPLIED LOCATION 10' CENTRAL WATER LINE EASEMENT FOR' LBEMARLE TELEPHONE COMPANY EASEMENT �LL • S, 10 // / - --- -- - --- --- - - hAAp/F CA Y COUNTYSE V(G AUTHORITY �eQQ, D.B.978,PG.017 B: 1167, PG. 687 'WITHIN VDOT RI HT' OF -WAY TAKE VAR. WIDTH UTILITY EASEMENT FOR CENTURY LINK AND DOMININION VIRGINIA POWER D.B. 4743, PG. 300 TEMP. CONSTRUCTION EASEMENT D.B. 4743, PG. 300 ��Je% 0 CROSSWALK SIGNAL POLE CONC. RAMP W/ DETECTABLE WARNING STRIP M. U RANEASEMENT . D.B. 4743, PG. 300 GO O `-% CRAIG W J, KOTARSKI Lic. No. 0402048507 I 6 "PP, 0910912020 •4 � m E 0 N O N C > E w ° E Lu U. 3 a �w0 `a ^. K O J t r ¢JUOD W J—� M C7 UJ N N 7 Z F y F X � -i �Q �v ,n S N = U > m c m N S N M v OD J 0 c� 0 F 0 w uj a z O 0 0 F 0 DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' el_\ �/ IL z ui U O H� z w U) Z I n � � > z Z Q a LL O W O J F__j Q U) W Lu W J D Q V/ z I --I z V 30B NO. 44930 SHEET N0. C3.0 0 2 0 3 c �a 0 �O o 2nV)Z .so 0 c T a y c m m OD w (7 m Z m 0 m m a M y F y `0r 5 0 a-.5 2'§ a 2 Y N X CO V 2 m c 0 0 49 0 c �o c U N O a c 10 a 0 o � � o w. � U c 2 m �+ N 0 C 0 N n0 � d c E F= L x .......... .... ........... .... .. .... .... ..... ............ ........... .... . ......... STEEP SLOPES .. .... . .. ........ ..... . ... . . (PRESERVED) %V. 0 . . ............................. ......... SDMH............... ............... ........ .............. ............... .... . ......... .......... ........ TOP 416,38' ...... . ...... ...... . . ............... ....... ......... .............. 1NV1N=405.42'18"RCP(SW) ...... .......... ....... .......... ...... ... INV IN = 401.97'60" RCP (W) ...... CRAIG W J, KUfARSKI ........................ TMP 6 1Z-03-1 1A 1 OUT 401.64- 60" RCP (NE) ........ Lic. No. 0402048507 TMP 61 W-02-28 ...... COUNTY OFALBEMARLE CIO FINANCE ..................... OH/ ASSET (VA) CHARLOTTESVILLE - ..... .. ........ ADMINISTRATION RM 149 ... ..... 0910912020 1165 PEPSI PLACE LLC ZONING: PLANNED UNITDEVELOPMENT ........................ ............... Cs ZONING: C I COMMERCIAL ........... PRESENT USE UNDEVELOPED ........ - ..... ......... ONAL N, ............. .............. PRESENT USE: CONVALESCENT ............. ....... HOSPITAL ........... SD CURB INLET 416 .............. .MH .............. ....... - - '443 . ........... TOP = 416.46' TOP 7 ........... JNVYN'- 4 70.62'15"RCP (NE) I -IN. #4G9,21'8"PVG ................... =406.04' 18" RCP (W) INV 399.57 6.0"ROP.. ........ ........ E .... INVOU =405.93'18"RCP(NW) INVI ............ ... ... 0 �32'!Y�WCP (14 ....... ... .... ............ 0) U VI N V INV T 9. .... .......... ......... ... qo:�C�.� . � �. .. I ................. I ................ ........ < 0 f tq:jo�'��7� ............. SD CURB ...... ....... - - ....... . > E I ...... I %.% .... ... ..... I ......... I. 1. 6 E ...... ....... ...... ...... .... `b TOP = 41 - --i� -bl � ... ... ...... Lu SD CURB INLET 414 INV IN = 406.76' t5�ROP(NE).--- U TOP = 416 88 ----- INV OUT 406.74'1-,'��Pj�P (S ........ ....... ... ............ ... ... .......... . I . W)�-� �-� �-� � � �-� � �-� . . . . . . ............ ........................ LL INV OUT 1.56' 15"RCP (SW) 0 .......... .......... c< _wj smo . . ........ Lri 0 r-4 -SD FIL ER CURB INLET .......... ........ TTR TOP = 415.35' ui Wvotr/r�4 .00'6"PVC(NE) ........... u 2: ........... ........ ..... ........... ......... ..... N, 3: 0 x ...... ............. A...... .................. \ \ Ln VS STOP u > ............ ..... ... ui U) �7 ................. ............... < ......... ............................... 0 ............ .... ... STEEP SLOPES N > 4 Lu (MANAGED) -41Q13 ............ TOP .......... 30T 4,17.1-4 ............... ........... .......... ........... .. . . . . . . . OD J ........ . . .. SO CURB RELOCATE TIMBER .................. TOP ..... ......... 995 STAIRS AND MAINTAIN ....... ....... .......... .... I .......... �'�JVW)�. ... ....... .... ...... INV IN 411.63'1Tp= (D -a ELEVATIONS. INV OUT =41247'24'11 4 0 ........... �bCTUR J� 0� TS APPROX. 419.00' BOTTOMOFSTI .6 N418 - -21- 411.91' (11) 6" RISE S ....... -418- BS APPROX. 416.00' "REVERSE WITH �AND 1 0 .... ... .... 412W > Lu HVAC ............. .......... uj ........... .......... ......... ...... I tj TS .......... H 411 u 0 0 •P11, 418 4t7.56 . ..... < 0) ............. z 0 ..................... 0 -TOP-4 .00' .7. - ��,/ 1w) DATE INVIN=413.34 5"STEEL. -419 INVOUT=41 . (SE) .......... ........ > ........................ / . ... . . . ... ... . ............ 610112020 0 DRAWN BY ....... . 418.84' SD CURB INLET 0 TOP = 419. 08' A. FONTAINE BU STOP1NV1N=410.26'24"RCP(NW) CONTRACTOR TO EVENLY GRADE BETWEEN 'y 4 7.7G�q SD GRATE INLET(2.5'X2.5) • DESIGNED BY W1 S EL TER INV OUT 410.24'24" RCP (SE) THE SIDEWALK AND THE EDGE OF ASPHALT 6" CLEAN�YT 416.6F> INV 411.72 TOP - 415.85 MATCH EXISTING GRADES OF CURB INV OUT 411,94'15" RCP (S) •A. ALLISON AND ENSURE SIDEWALK SLOPES 418.89' 417.81' 1 •CHECKED BY AWAY FROM THE BUILDING. \ / / 418.91' •C. KOTARSKJ 418.00 SD CURB INLET 6")NDLPETOTIE JI • SCALE 419.13 TOP = 419.03' > - ERT 411.64 ... ... INV IN=40,99324"RC' 418 95' ......... .......... 1 "=20' CURI� CUT 418.75 I Cl ilvV OUT 409.90'24-RCP (SE) W1 RA IRP- 419-0 / I / , 00 6 H4�E I , 419-10 STOR PIPE Tc 6" CIRCULAR 41801 ....... ...... ............... STREAM CENTERLINE 14 419.03- GRATE INLET ......... .... .... TC --�419.03' TOP = ±412.75 FILL PORTI MOF -IY.ASPH Tc e.. ....... ... ... 0. • 419-0 INV. 412.05 PAVEMENT F R .. ........ .... ....... . ......... 418.01, 1 NbI 1) FRO /1. 1. 1 1 ... . I . I . I . I I . I . I . . I . N 50/VSIDEWA Z/ ............ 41 .33' W. TO EXISTING ........... W1 18" ..... 7 Lu - - - - - / /� \ \ \ \� / �\ ASPH ONC. HIN IAL I . . . 6' RINING WALL 18 45' A Lu .......... 418.71' Tc 418-2T ............... A\ 'I./ ..... ...... (CP-14J �l 11K') Lic. 0-( 507 0,310 sasno�', ....... ........... ............ FLAGPOLE \ / 1 1 4 I I z"J." , �?',....... � \ z z V. I V=403.b2'6"7 Lu < N00 . . . . . . . . . . I . . .. -j f ............ U) a. ... .............. ..CONC DUMPS PAD ......... . Wl- 8 . HAIN K FENCE ............ < LU 77: CROSSWALK SIGNAL POLE / / . 7. v I I - I ... ............ STEEP SLOPES > Z k�:j SD'WN8 INLET (PRESERVED) (D < T OP 4 1 9 36' -8 24 t'NVIN= 09,-824"RCPRCP W) 1-4 =40.9.42-24" H F- by ... I .......... .......... p C) U C) 0 LL Lu ............ ...... .......... < < V, \ \ /� �\` \ \ l N. \ \ / / /�1,,. rn«i \ (a �\ ' J- z i ifl I sn r, A �jl /N/ FT r,K 1 7.15) - 0 0 O .2 0 S m 0 � X n 2o 2 I (n z .so E 0 -s a. 0 D 0 O 0 m M x p 46 :S �5 0 a -.5 2'§ 2 :2 X 0 0 . *6 62 12 4y5 10 0 E M 0 0 0 0 0 E 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 / O �(PRESERVED) S .............. i PLANT KEY TREES BOTANICAL NAME COR FLO CORNUS FLORIDA QUE PHE QUERCUS PHELLOS TIL GSP TILIA CORDATA'GREENSPIRE' SHRUBS BOTANICAL NAME ILE HEL I ILEX CRENATA-HELLERI- PERENNIALS BOTANICAL NAME LIR MUS I LIRIOPE MUSCARI ............. .. .... .. .. .... .. .. ...... .... .. .. ... ..... N C Gf, Lu > E ....... uj u no ..'. .' .'. ' ..' .. DATE .'.'.'. p. / i. / J J�'/ � a �_•�,. l \ j 610112020 oEXISTING DRAWN BY BUILDING C. GREGORY /, j \\� � � / . / • DESIGNED BY f �� / / / • CG/FH // /// I / \� \��\\ I� / \ / \ / / • CHECKED BY /� \ \\\ ..•.•�.._ ./ °�, y \ l • F. HANCOCK // je // /�' I / \ \ - ______ - . 4•`•••• / ! _ \ / • • SCALE STREAM CENTERL lNE ( • 50) LIR MUS / / 8 \ x\ �.• � J. " l (6) ILE HEL J RF \ / IMPERVIOUS AREA / (104)LIRMUS� U (2) QUE PHE / EX. WILLOW OAK\ \ \ (49) LIR MUS / (53) LIR MUS \ \` / / / \ (- 196 PARKING AND DRIVE AISLE 33,970 SF -� \I / C c (15) LIR MUSCgApFO -\` 11111 // / \ 1 z 1 s II I i � � tic pgcFs 1 �, 1 \x / ......': �:' � � /LJ,J� / yc 1 (1) COR FLO / r.':':':.' U C 1 1 / .. _....../ ............. / .............. \ PARKING AREA MAP KEY %�� �` h'c y 106)LIR MUS / SCALE: 1" = 50' _ / (2)TILGSP / / // ...::' �':':': / \ ^ / �/ .,,� \ J. l J L GENERAL NOTES Noel 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 SEWERANATER 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. • 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) L 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 marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 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. Soll Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: 0 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: s 0 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 E submitted for approval. z 10. Tree Walls: s _ ® 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 'o submitted for approval. 11. Trenchina 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 n under a large tree shall be considered as an alterative when it is anticipated that necessary trenching will destroy feeder roots. d 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 i of 1 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CDR 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 MIN. INSTALLED SIZE IROOT I SPACING ILE HEL 124 1 ILEX CRENATA-HELLERI- HELER JAPANESE HOLLY 24" HT./SPRD. I CONTAINER 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 I CONTAINER 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 ZN BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING DETAIL NTS PLAN VIEW CONTAINER 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 EIGHT 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 1 LOCATED ON WINDY 8' 2"X2" HARDWOOD STAKE, SITES, OR WHERE 2'-6" MIN BELOW SURFACE. TAMPERING MAY OCCUR. e" STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK REMOVE TAGS, LABELS, AND 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, CUT AWAY 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 - NATIVE SOIL. INCORPORATE 2x SLOW -RELEASE GRANULAR TAMP SOIL AROUND ROOTBALL BASE ROOTBALL - FERTILIZER WITH WITH FOOT PRESSURE SO FIRMLYROOTBALL DIAMETER PLACE ROOTBALL ON UNEXCAVATED THAT DOES NOT SHIFT I�-I OR TAMPED SOIL DECIDUOUS TREE PLANTING DETAIL i I NTS DO NOT PRUNE TERMINAL ROOT BALL LEADER OR BRANCH TIPS 12 GAUGE GALVANIZED WIRE NEW 1/2" RUBBER HOSE 3-2"X2" 12 GAUGE GALVANIZED WIRE HARDWOOD ALLOW FOR SLIGHT STAKES MOVEMENT 3 2X2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A y MIN. 18" OUT FROM TRUNK / AND OUTSIDE OF ROOTBALL REMOVE TAGS, LABELS AND i PLASTIC SLEEVING DO NOT WRAP TRUNK 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 1" COMPOST LAYER ( T 1:1 SLOPE ON SIDES OF _ PLANTING HOLE _ SCARIFY SIDES BEFORE L_� - PLANTING — PLACE ROOTBALL ON ROOTBALL I - UNEXCAVATED OR TAMPED DIAMETER SOIL nG 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 Y3 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 & W. III o. 14 09/04/2020 m E 0 N OV N C > E w ° E LU ¢, u 3 w V . n w 0 m . K n J t me ¢JUoe W J—,j M V W N N v Z F y F3: 0 X �Q Dv in= vN = U > H Ui c N y N � M da O J O W CL O oc t7 LM z O a z rn � w U w O p U z O z U) O > O w V rY w Q t] DATE 610112020 DRAWN BY C. GREGORY DESIGNED BY CG / FH CHECKED BY F. HANCOCK SCALE AS SHOWN IL z LLB U O H� V) z U) W Q Q U ~ � Q } F_ V) z w 0 O L.L LU J O O tY LU LLB Lu w a- _j Q ED a U U) I� C) V/ z I --I Q z I� I\ JOB NO. 44930 L SHEET NO. L2.0