Loading...
HomeMy WebLinkAboutSDP202000047 Plan - Submittal (First) Minor Amendment 2020-06-01VIRGINIA 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) 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 SITE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT 10' MIN. 30' MAX. 38' SIDE/REAR NONE 16.7' USE PRESENT SENIOR CITIZEN CENTER PROPOSED ADULT SERVICE CENTER EXISTING BUILDING TO REMAIN. BUILDING HEIGHT WILL NOT CHANGE. 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 SDP 2020 COUNTY OF ALBEMARLE, VIRGINIA TOWNWOOD WYNRIDGE commonwealth ealth 6/1/2020 Charlottesville Fashion Square ERANCHLANDS CREEK PROJECT ERANCHLANDS S LOCATION RETIRE. VILLAGE EROOKMILL a l CONDOS _ vineyard viiir es •ea hIv VICINITY MAP SCALE: 1" = 1000' IGLENW00D STATION G31 F 0 U N T A I N 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 TOTAL SHEETS = 7 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 DATE Off, t" i \ y CRAIGW J. [{O'.FARSKI> ]Lie. No. 0402048507 ' O 61112020 W_' 70NAL M !_ O O U N Ui N O Q O > !_ W a !_ Q U_ w o a U co W J — Lr; (5 N Ur lJJ N �' z � °�T O x v � = U Q c U') O � N N � i M d � CO J O W �10 F z O U U) w Z O H > W ry w Q 0 DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W z W U 0 z �,W Vl Q V l (D I --I j � z W Q Z) > O O LL_ w U OJ a W w J Q 1� Cn z F__1 Q I —I z 11-4 0c JOB NO. 44930 SHEET NO C0.0 L �� of a�'�� 'P o7 _7 Ell COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 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 RECEIVED WILLIAMS MUL_LEN Fax (434) 972-4126 On October 2, 2019 the Board of Supervisors took action on your Special Use Permit for Tax Map Parcel Number 061WO0200002A1, 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 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 for a special use permit to use an 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 Country 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 §§ 18-18,2.2(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. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly 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. Clerk, Board of County Supervi o Ave Nay 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 Adult Set -vice Center 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. 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 STORM PIPE 100 D STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER LIMITS OF DISTURBANCE FENCE X XXX MAJOR CONTOUR MINOR CONTOUR XXX f TC 725.94 PROPOSED SPOT ELEVATION 0 PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes t' [DAMIAlt7% 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 1 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. S. 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). 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) GENERAL NOTES 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 Al 17.1-03. 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 r�9 a; RA&GW J'. KOTA-R.SKI > Sic. No, 041020485011 4', 6/1/2020 f°, r ;ION'AL' M E 0 0 rn U N Ui N � Q o > E WLU °' E ~ U LL o 0 LL L w O rp Of W M a _ U co W J - LI; a > o N U LU N X O of v � = U > Q c U') rn OCL N a � i M CO J 0 (D 0 0 w w U Q z 0 D 0 (A Z 0 O U to w 0 z 0 V) w CK w Q 0 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 3" (Latch Clearance) - l� y„ 9%e' Varies I® With Height Varies with Height 4'S5' b' dazd8'eights',0 Ameristar Standard Leaf Widths 2%" (Hinge Clearance) 02 1%4" FORERUNNER'"Rail f (See Cross- Section on Panel Drawing) Post size vanes with Height (See ECHELON 11"' Post -Sizing chart) - Gate Upright 2" x .250 wall - 1",0 x. 125 wall Picket Weld on Box Hinge (Requires steel posts) O 1 2„ Nom. 4` f 3Y4" TYPICAL I �' 36" Min. - Footing depth C Single gate Arrangement NOTES: 1.) Post size depends on fence height, weight and wind loads. rr Pickets welded to See ECHELON II '"post sizing chart. T FORERUNNER Rail 2.) See Ameristar gate table for standard out to outs. Custom gate 1 prior to coating openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request 1%a" This could change the Latch & Hinge Clearance. 4.) Third and Fourth rail optional. Some heights noted required a third and/or fourth rail. Over all Out to Out 4) 6 Ring Adornment Options (See ring panel for rail spacing) 2Y8" (Hinge Clearance) lr %" 9%h„ 3" (Latch Clearance) Ameristar Standard Leaf Widths 2Q 2 jn (Hinge Clearance) IY," FORERUNNER'"Rail (See Cross- Section on Panel Drawing) T— Post size varies with Height Varies ® (See ECHELON 11m Post -Sizing chart) with 01 Height Gate Upright Varies 2" x .250 wall with Height Standard Heights 4', 5', 6', 7', 8', 9', 10' 1 "o x .125 wall Picket I V am: :::::: :::::: �� Weld on Box Hinge (Requires steel posts) Q Standa 4', 5', 6', 36 Footi 13/4" 1%„ 4) 8' O.C. Nom. - 1%4' FORERUNNER'Rail 1 ! (See Cross- Section Below) Varies with Height Varies with Height d Heights 1', 8', 9', 10' 30 2" Nom.J M: L i I a 3%4" TYPICAL I Min. I� lg depth I 4 r NOTES: 1.) Post size depends on fence height and wind loads. UU, SeeECHELONll'post sizing chart. IY4' 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. -,Post size vanes with Height (See ECHELONII"'Post-Sizing chart) 1"J' x ..065 wall Picket Bracket Options o® s iA s s o� s REINFORCED POST Internal rib increases against wind loading as well as other horizontally applied forces (Only on ?y" aluminum posts). i Nom.1 L 4' ' 3%4" TYPICAL 4 INTERIOR GUIDE CHANNEL v 36" Min. �) �) Base Material Channel forms lower limit o Footing depth of raceway for retaining ' "No -Mar" Polyester rod and allows for high Powder finish coat angle bias ability. FORERUNNER -RAIL Ll Lj Ll "U"-Channel specially Double ate Arrangement formed high strength Values shown are nominal and not to be used for g g Values shown are nominal and not to be used for architectural shape. installation purposes. See product specification installation purposes. See product specification for installation requirements. INDUSTRIAL STRENGTH AL UMINUM for installation requirements. INDUSTRIAL STRENGTH ALUMINUM 2AMISOG 2AMIS Tills Titic: ECHELON II MAJESTIC 2/3/4-RAIL SGL & DBL GATE 1555 N. Mingo ECHELON II MAJESTIC 2/3/4-RAIL 1555 N. Mingo DR: NJB SH . lof 1 SCALE: DO NOT SCALE AMERI S TAR° Tulsa, 1-888-333-3422 74116 DR: NJB SH . lof 1 SCALE: DO NOT SCALE 5�1 AMERI S TAR° Tulsa, 74116 1-888-333-3422 CK: BS Date 2-07-12 REV: d www.ameristarfence.com CK: BS Date 2-07-12 REV: e www.ameristarfence.com CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CG-3 IN LINEAR GENERAL NOTES: DETECTAB E WARNING SURFACER(AREA IN SQUARE YEARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNNG 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 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 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 VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%2". i \y 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i 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 12,1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12:1 MAX 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 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL e ACCESSIBLE ELEMENTS of A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. . yr B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1` 2 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND MAv THAT 12 THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1 X, t9 PERPENDICULAR TO THE CURB. y v ' - I -- MIN X EI I LL I I I1IJ-II�W=- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT E=_I ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4 MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT iK X ,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 4'LANDING 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. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION of to 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE —►� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O Z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH J, g11 THE BACK OF CURB. - W O O O O O O O O O O O O - U - O O O O O O O O O O O O apeve:, (� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .es$eo LANDING RAMP + o egea^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50Z-657 OF BASE DIAMETER O O O O O O O O O O O O O O O TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB �0.9"-1.4" � (E VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 ITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) :E 21 B AGGREGATE BASE COURSE 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 STONE SUB — BEDDING AS PIPE REQUIRED PIPE O.D. + 24" ASPHALT PAVEMENT REPAIR No Scale 1.5"DIA GALV RAIL (TYP.)-,- 12" MIN (TYP.) 1/8" WASH �— (MAX. ) 8„ FINISHED GRADEI TACK AND SEAL 12" MIN (TYP.) EXP. (TYP.) 2'-10" JOINT LGRADE D 12" (TYP.) 7a ° . ° d �5t, EXP.\CONCRETE JOINT #3 REBAR (12" O.C.) 1/8' WASH 5" # 57 STONE d d ° pn 1 -0 9„ d (2) #5 REBARS, BOTTOM CONTINUOUS, 11 AT SPLICES 3 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 6" VDOT TOP OF CURB � � CONCRETE SURFACE E BASE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6' FLOW III 4" 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. FLC EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC Alli SF SILT FENCE (WITH WIRE SUPPORT) No Scale R= %4„ CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK jj • a ° 4° ° d c a a d a a 4" 21-B STONE COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% Nx O d G G d d d Q \ a 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ° ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 4" TOP OF CURB I I R=2" VDOT STANDARD CG-2 CURB No Scale VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB ,04 a V, T' O 0 •�qq w Q CRAIG W I KOTARS1U �.iC. 0. 0402048507 6 / / 2020 M >_ O o rn U N N = Q � > E w a E W U a1 Q W 10 LL o w O m ,1 d' Uj L M J U 00 W .5 N d p N N (D W N � O R) X 0 W Q w =v�o Q in c rn O N to N M a CO J C:) H Ui O 2 0 Z) O 2 H 0 w W U Q Z O U) > 0 am O z O IY U (n w z O (_n > w IY W H Q DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W Ill— LU U O z (LU V / Q V/ z J � I --I V) > Q W Z 0 z 06 LL LU OJ a� W W LU O Q Z u�u 1� V z H� Q z u� 1� JOB NO. 44930 SHEET NO. C1.1 6 5 ai U > m 0 V) M 3 0 0 a Q a c m `o m a� 0 s to c 03 co n `o al 0 c 'Do- a)o- 0O O (D N O) z a)O 0 >, H E O -O = C N 0-o O C: � 3 zN O � a �x P: o-r- 0 Q-r- o .3 a C Y 7 N X a1 0 0 a) U 2 N in (6 0 � O 0 E 7 0 m � N0 0 to ,O N 2 C: MN N 0 �o sz U� . L_ 0 WATER VALVE o- YARD HYDRANT WELL HEAD ® WATER METER o ROOF DRAIN / DOWNSPOUT ® CLEAN -OUT STORM DRAINAGE (SDMH) ® STORM GRATE INLET o GAS VALVE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HDPE HIGH -DENSITY POL YETHYLENE PIPE Qr TELECOM MANHOLE 0 UTILITYPOLE < GUY WIRE ® ELECTRIC MANHOLE ® POWER VAUL T, UNLESS NOTED O-a 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 WATER LINE MARKING ucr � = UNDERGROUND TELEPHONE MARKING - - - - - - - UNKNOWN UTILITY EDGE OF PAVEMENT (EP) -D- SIGN SWL SOLID WHITE LINE (ROAD STRIPE) DWL 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. S TA TE HIGH WA Y PLA T BOOK VZN VERIZON HC HANDICAP PARKING 0 (F) PROPERTY CORNER IRON ROD FOUND UNLESS NOTED • (S) PROPERTY CORNER SET, ' "REBAR UNLESS NOTED MAG MAG NAIL DECIDUOUS CONIFER SHRUB �6O ` SDMH �O�i CONC. RAMP W/DETECTABLE 1 WARNING STRIP INV 1N = 405.42' 18' RCP(SW) �`r�.���Co INV IN = 401.9760" RCP (W) TRAFFIC SIGNAL ARM INV OUT = 401.64' 60" RCP (NE) FOUNDATION ONL Y TRAFFIC SIGNAL ARM - TRAFFIC VAUL T SD MH FOUNDA TION ONLY \ TOP = 413.57 416 � 6" TIMBER RAISED INV IN = 409.21' 8"PVC (S) PLANTER BEDS (TYP) INV IN = 399.57 60"RCP (NW) SD CURB INLET INV IN = 405.32 15" RCP (NE) TOP = 416.46' INV OUT = 399.52 60" RCP (SE) INV IN = 410.62' 15" RCP (NE) INV IN=406.04' 18" RCP (W) - - ? 415 INV OUT = 405.93' 18" RCP (NW) L \ c�4 SD CURB INLET _ _ \ \ �41, TOP = 412.34 SD CURB INLET \ / / 1 414 60-, Q INV IN = 406.76' 15" RCP (NE) TOP= 416.88- ----- - - - - \ \ \ �,z INV OUT = 406.74' 15" RCP (SW) \ cl INV OUT = 411.56' 15" RCP (SW) , W. J SD FIL TERRA CURB INLET TOP = 415.35' INV OUT = 410.00' 6" PVC (NE) SIGHT DISTANCE EASEMENT I l /l / �� \ l \ \ /30' BUILDING SETBACK LINE SHOWN PER D.B. 5055, PG. 608 \ \ l j tM �' `�\I // BUS STOP PROPERTY LINES EXISTING AT D.B. 1034, PG. 001 0 10' EASEMENT TO VEPCO D.B. 837, PG. 575 /A / APPROX. DRAINAGE/STORM EASEMENT IV CONC. \ \ / / / a // \ / �, CONC. STEPS D.B. 705, PG. 342 SD CURB INLET �j� �� \ / / a O\\ \ t c W/HANDRAIL D.B. 1034, PG. 001 TOP = 419.95 INV IN = 411.63' 18" RCP NW INV OUT = 412.4T 24" RCP (SE) TIMBER STEPS / WIHANDRAIL BOTTOM OF STRUCTURE = 411.60' \ - _418_ // / `418 - *REVERSE FLOW NOTED v / ® � / / / /% // /V• HVAC TMP 61 W-2-2A 1 0 / u / / / V� SENIOR CENTER /NCORPORA TED � IL � TOP = 420.00' \ / // // 491 HILLSDALE DRIVE INV IN = 413.34' 15"STEEL (SW) \ - -419 / l DB. 1034, PG. 001 INV OUT = 413.28' 18" RCP (SE) v v v , / 1.713 ACRES I SD CURB INLET BUS STOP �� TOP = 419.08' \ MAG l / INV IN = 410.26' 24"RCP (NW) W/ SHEL TER ' / / INV OUT = 410.24' 24 "RCP (SE) SMH TOP = 410.73 INV 1N = 397.43' 10" IRON (NW) INV IN = 397.75' 10" IRON (NE) INV OUT = 39735' 10" IRON (SW) CONC. RAMP W/ DETECTABLE WARNING STRIP �/ SD GRATE INLET (2.5'X 2.5) / � Ol TOP = 415.85 WATER LINE EASEMENT FOR ALBEMARLE \ \ \�� l I "" I � Q // �, INV OUT = 411.54 15 RCP (S) COUNTY SERVICE AUTHORITY ` _ _ j / \ � \\ � D.B. 1167, PG. 687 l / / \ �\ SD CURB INLET 1 I Q� I, - - IMPLIED LOCATION 10' CENTRAL *WITHIN VDOT RIGHT-OF-WAY TAKE - / II \ \ ����\ TOP = 419.03' l 1 / / / /l l )\ - TELEPHONE COMPANY EASEMENT l l / CURS CUT \ �, INV IN = 409.35 24 RCP (NW) D.B. 978, PG. 017 �v l W/ RAIRP' - , \ INV OUT = 409. 90' 24" RCP (SE) 4/9, SHED CVRB l ll No it ll43 a T W ° 5 V = 39' 8.0 VAR. WIDTH UTILITYEASEMENT lN _ _ l / S''�qC, \ \ \ \� �� /i / / /� / / // p0�/ IN RCP 0 FOR CENTURY LINKAND CONC. HW DOMININION VIRGINIA POWER / \ / \ \ h'c ygN�ic D.B. 4743, PG. 300 / \ \ , / / a yc qoA� 6 RETAINING WALL cb/ I %%// / �/l / // l / [92] APPROX. LOCATION / 1/l // l , i 15' VEPCO EASEMENT /l /l \ II 11 1 CURB CUT \\ VV /l �/ D.B. 1079, PG. 424 \MAG / \ c 1 \ I I W/RAMP l fir l,�l, l , A/ TEMP. CONSTRUCTION CC Q I l l l \ EASEMENT FLAGPOLE �2 RFG \ D.B. 4743, PG. 300 Qj l / \.� q�'FS� Cc 1111 i / ////, / / INV= 403.02'6" PVC CO DUMPS TER PAD W/ G�co / I/ //�//, �/ / 8'CHA IN LINK FENCE CROSSWALK SIGNAL POLE 9 / r'o I \ SD CURB INLET -� - - ✓ - l/ / / ` \ \` gcFS \\ \\ \ \ �� / I ///Ill/// // / TOP = 419.36' \ \ \ \ I / l / l INV IN = 409.68 24" RCP NW MAG / \ \ \\ \ I l J Ir �I/ / / / / INV OUT = 409.42' 24" RCP (SE) CONC. RAMP W/DETECTABLE WARNING STRIP / \ 15' DRAINAGE EASEMENT \ / l \ \ a D.B. 1034, PG. 001 C, ��\ \\� Nr, \ v \ I Ill ll�ll/ll� 111 SD GRA TE INLET (2.5X 1. 75) I / \\% \\\SRF \\ I �\ \\\ I I �l/ / TOP =418.07' /NV IN = 408. 68' 24" RCP (NW) MAG I INV IN= 409.07' 15" RCP (NE) INV OUT =408.67'24"RCP (SW) Ln CO/ I /�//// TMP 61Z--05-1A SA4c \ / Q II // / /�/ / / / ////, / ' / REPUBLIC HOMES, INCORPORATED R/W EASEMENT \ \ C I I\ Qj / I //// // / / /// / / // / / DB. 889, PG. 612 CONC. RAMP WIDETECTABLE D.B. 4743, PG. 300 WARNING STRIP ll/ TMP 61 W-2-2A2,l JA-ZAN LIMITED PARTNERSHIP DB. 1134, PG. 536 20' SANITARY EASEMENT D.B. 705, PG. 342 D.B. 1034, PG. 001 CC I�llllllllll�lllllllllllll�// //' SD CURB INLET c ,l� ,l l l�l SMH TOP = 420.57' 1 � � / / / // / / / // /�^� / / 4// / / � /TOP = 408.45' // / l l / INV 1N = 394.71' 10" IRON (NE) INV IN = 416.79' 15" RCP (SW) / l I I / l / l l I / / INV OUT = 394.64' 10" IRON (S) INV OUT = 416.75' 15" RCP (SE) I �l / / // / / l / y l l �4 I SCALE 1 "=20' 0 20' 40' FO Lic. No. 0402048507 ,a- " 61112020 Q,�'" ( M E 0 rn o N ui; N c: > E w °' E ~ U a Q �! +t LL 0 LL o w O rp Of W M a U _j co w J - � a > o N U Lu N �x Q O � of = U > ul Q . c ul rn O N , M ai CO JLu D 0 0 0 w U Q z 0 D 0 z O V V) w Z 0 V) w w Q 0 DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' -*s clL uj z Lu U 0 I -I z z Lu Q L J Q M z �(Dz H 0 z � Q�z 0 LL Lu 0 0 J U w Lu �mz J H Q H� X �- W V ) z I --I Q I -I z Ir--nl V I\ -I JOB NO. 44930 SHEET NO. C2.0 6 O co o � o 0 E L o m o U o � N m o � U �2 �Q) 'nc N m o O U 0-0 .E L_ SDMH TOP = 416.38' INV IN = 405.42' 18" RCP (SW) INV IN = 401.97' 60" RCP (W) INV OUT = 401.64' 60" RCP (NE) TRAFFIC SIGNAL ARM FOUNDA TION ONL Y SD CURB INLET TOP = 416 46' � �O� CONC. RAMP W/DETECTABLE FsT�i�`O WARNING STRIP QO TRAFFIC SIGNAL ARM O FOUNDATION ONLY TRAFFIC VAULT 6" TIMBER RAISED �416 PLANTER BEDS (TYP) SD MH TOP = 413.57 INV IN = 409.21' 8" PVC (S) INV IN = 399.57 60" RCP (NW) INV IN = 405.32 15" RCP (NE) = INV IN = 410.62' 15"RCP (NE) INV OUT 399.52 60" RCP (SE) \ � � , INV IN=406.04' 18" RCP (W) - ? /415 c REMOVE PLANTER INV OUT = 405.93' 18" RCP (NW) SD CURB lNLE7 'e TOP = 412.34 SD CURB INLET �0�' INV IN = 406.76' 15" RCP (NE) -- INV n'Ir-''06.74'15"RCP (SW) TOP = 416.88 --- - INV OUT = 411.56' 15" RCP (SW) ]c 02 GF REMOVE IMPLIED LOCATION 10' CENTRAL /� \ / TELEPHONE COMPANY OF VIRGINIA SD FIL TERRA CURB INLET i� �Q� - \ \ BENCH EASEMENT TOP = 415.35' /� P / /x D.B. 978, PG. 017 INV OUT = 410.00' 6" PVC (NE) SIGHT DISTANCE EASEMENT I l /l / �'� \ \ l \ /30' BUILDING SETBACK LINE SHOWN PER D.B. 5055, PG. 608 \ \ l j j M �' `\�\ // BUS STOP PROPERTY LINES EXISTING AT D.B. 1034, PG. 001 OI 10' EASEMENT TO VEPCO D.B. 837, PG. 575 /A� / %\� \\ \\ / / \ \ APPROX DRAINAGE/STORM EASEMENT Q. CONC. STEPS D.B. 705, PG. 342 SD CURB lNL ET v4�\`� \ \ / / W/ HANDRAIL D.B. 1034, PG. 001 / REMOVE REMOVE STAIRS TOP = 419.95 v Q�P \ / � VEGETATION \ \_ -\`� � �' r �„ \ INV IN = 411.63' 18" RCP (NW) TIMBER STEPS (SEE NOTE #2) INV OUT = 412.47'24 " RCP (SE) \ / � / - - W/ HANDRAIL / \ BOTTOM OF STRUCTURE = 411.60' \ ® - _ 418_ / / `418 -//, �\ \\ SMH *REVERSE FLOW NOTED v / � / // / /j a /' � ` �` � \ \ \� �,/ � \ / TOP = 410.73 `\ \ \ ;' c� INV IN = 397.43' 10" IRON (NW) HVAC // / \ \ INV IN = 397.75' 10" IRON (NE) \��15, INV OUT = 39735' 10" IRON (SW) SDMH / �0 ` z" TOP = 420.00' l \ ,/ Nc �� �'C'O / REMOVE CURB INV IN = 413.34' 15" STEEL (SW) \ ' , - -419 / V INV OUT =413.28'18"RCP (SE) \ice\\ / \ % ✓ �\ \\ \ \ � \ SD CURB INLET l l SIDEWALK TO REMAIN 'o ` l TOP = 419.08' BUS STOP INV IN = 410.26'24" RCP (NW) REMOVE PAVEMENT AND W/SHELTER INV OUT =410.24'24"RCP (SE) CURBS IN THIS AREA �I\\ \ a \ �I / REMOVE PLANTINGS 1 � � ' CONC. RAMP W/DETECTABLE / SHED TO BE REMOVED AND WARNING STRIP / ALONG BUILDING RETURNED TO OWNERSHIP SD GRATE INLET (2.5'X 2.5) / // REMOVE SIDEWALK, GRAVEL �--•' I TOP = 415.85 \ WATER LINE EASEMENT FOR ALBEMARLE \ I C) I �, INV OUT = 411.54' 15" RCP S COUNTY SERVICEAUTHORITY BASE, CURB, AND RAMP f / I Al ( ) D.B. 1167, PG. 687 l / ;� SD CURB INLET _ / I 2 / - - IMPLIED LOCATION 10 CENTRAL "WITHIN VDOT RIGHT-OF-WAY TAKE _ / / I INLET TO TOP = 419,03' TELEPHONE COMPANY EASEMENT ll l CUR I CUT \ REMAIN INV IN = 409.3524"RCP (NW) C� l l l �/ \x D.B. 978, PG. 017 W/ RANCU INV OUT = 409. 90' 24" RCP (SE) 4z9, _ l SHED ASPHALT TO REMOVE (4�_ REMAIN \, ®/i/ N BOLLARDS CURB CUT l l l 8 W/ RAMP INLET TO \ /I' Ill / /�'i INV = 398.05, VAR. WIDTH UTILITY EASEMENT If REMAIN / //// //� p�60"RCP W/18" FOR CENTURY L INK AND - _ _ _ / / FS / DOMININION VIRGINIA POWER l l l\ yc 6 yq �� 11 II Q I \ // / /� / / / CONC. HW D.B. 4743, PG. 300 N RE OVE181DE�ALK ��� I //l / / l l /l y 6" RETAINING WALL TO REMAIN [12] APPROX. LOCATION yc I I 1 REMOVE / l / 1/ l l It / 15' VEPCO EASEMENT yc \ Itt111 1 CURB CUT CURB \\ VV�S/ / / / / / / /� D.B. 1079, PG. 424 yc 1 l I t W/ RAMP I / / / /7 / tt II//// / /�/j/� /� / REMOVE STRIPING TEMP. CONSTRUCTION Q' l I l l \ FLAGPOLE 72 �\ Cc EASEMENT , N l l \ RFG \ I I 1 I // / /// //// / /��\ SILT FENCE D.B. 4743, PG. 300 a b Qj� \ S,ogc S Cc % I Itt / ' i // / /� / / INV = 403.02' 6" PVC CO c-9,00 I I 1 // �/ DUMPS TER PAD W/ \ \ l \ >S 9c 111 I G�4 / I/ / /�// // Q / / / 8' CHAIN LINK FENCE CROSSWALK SIGNAL POLE O\ / / \ .QF 176 Q / / y, l r'o I � SD CURB INLET g F cs \� \\ / / / / TOP = 419.36' INV IN = 409.68 24 RCP (NW) CONC. RAMP W/ DETECTABLE INV OUT = 409.42' 24"RCP (SE) WARNING STRIP \ // \ \ \ 15' DRAINAGE EASEMENT \ \ \ a D.B. 1034, PG. 001 c c / / / SD GRA TE INLET (2.5X 1.75) I \� I I ' lI I j' I�l l ll l TOP = 418.07 s \ INV IN = 408.68' 24" RCP (NW) / INV IN= 409.07' 15" RCP (NE) If It //l /lIll � / l 1 INV OUT =408.67'24"RCP (SW) / /Vc) l / ll / // // / `/ / TMP 61Z--05-1A /l/ l REPUBLIC HOMES, INCORPORATED R/WEASEMENT \\ C I \\ (� / 1 //// /71// / ///// / /� // // DB. 889, PG. 612 D B 4743 PG 300 CONC. RAMP W/ DETECTABLE WARNING STRIP �G \ \ o\ �.0� I / / l h// l / TMP 61 W-2-2A2 JA-ZAN LIMITED PARTNERSHIP \ l l l l DB. 1134, PG. 536 20' SANITARY EASEMENT D.B. 705, PG. 342 \_ / u l/ /l l� �l /l /// / /l/l ll/ /� // / / D.B. 1034, PG. 001 cl SD CURB INLET c l /l�l� /l SMH TOP = 420.57' 1 � � � / / / // / / / / � /� / / / / I / TOP = 408.45' l +� / / / I / / / / / / / INV IN = 394.71' 10" IRON (NE) INV IN = 416. 79' 15" RCP (SW) / / l I I / l / l l I / / INV OUT = 394.64' 10" IRON (S) INV OUT=416.75'15"RCP (SE) I� //�// LEGEND: REMOVE VEGETATION/PLANTINGS REMOVE CONCRETE REMOVE ASPHALT REMOVE TREE SAW CUT CURB SIDEWALK OR ASPHALT (SIDEWALKS AND CURB TO BE CUT AT NEAREST JOINT) X X SILT FENCE NOTES: 1. SIGNS REMOVED ARE TO BE RETURNED TO OWNER. 2. CONTRACTOR TO REMOVE AND DISPOSE OF ALL BUSHES, SHRUBS, AND OVERGROWTH FOUND AROUND THE NEW DOOR REFERENCED ON SHEET Al 13-B. VEGETATION SHALL BE GRUBBED AND TOPSOIL PLACED TO FILL IN DISTURBANCE CREATED FROM REMOVAL. ALL EXISTING TREES SHALL REMAIN AND BE PROTECTED DURING DEMOLITION ACTIVITIES UNLESS OTHERWISE NOTED. I SCALE 1 "=20' 0 20' 40' &.'Ll'i-I q't O CR.A_iG -W J. KOTARS KI > Lic. No. 0402048507 " 61112020 ", M E O rn o N ui N cz > E w E ~ U ( 3r a LL o 0 LL L w O rp d' M a W U co w J - Lrl a > o N U Lu N �x aOf O � _ N = U > ul a . cul rn O N � M a� 00 J rY D 0 0 0 w U Q z O D 0 z O U V) w Z 0 U) w w Q 0 DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' eo-\ ui z Lu U O z Lu L0 Paz z Q (D H J z Q � O O LL w J O QO W � m W Q I --I V / z I --I Q z Ir--nl V I\ -I JOB NO. 44930 SHEET NO. C2.1 0 Q N L) 0 0 M L 0 0 Q Q 0 0 m Q 0 0 �a 00 o (3 �U) z �0 o g m o C N 0 a o D 0 O 3 z N 02 2Q 2i x W o Y Y� QY Q� >� U x Q) 0 0. s 75 6 0 co 0 0 0 0 E 0 � 0 m o L) 0 o � . N o m � U �L �cm N o U Q o cn .E L SIGHT DISTANCE EASEMENT D.B. 5055, PG. 608 V O� LEGEND: CONC. RAMP W/DETECTABLE CONCRETE SIDEWALK WARNING STRIP TRAFFIC SIGNAL ARM ASPHALT PAVEMENT REPAIR O FOUNDATION ONLY TRAFFIC VAULT PROPOSED GREEN SPACE TRAFFIC SIGNAL ARM FOUNDA TION ONL Y NEW MULCH \ e i v \ 60 �i�� 6' WIDE MAINTENACE \ EQUIPMENT GATE IMPLIED LOCATION 10' CENTRAL -/(\��` TELEPHONE COMPANY OF VIRGINIA IJI / // (�Q \ \ / EASEMENT D.B. 978, PG. 017 MULCH / 30'BUILDING SETBACK LINE SHOWN PER BUS STOP PROPERTY LINES EXISTING AT D.B. 1034, PG. 001 PROVIDE 4 FT OF CLEARANCE AROUND EXIST. TRANSFORMER 10' EASEMENT TO VEPCO D.B. 837, PG. 575 APPROX DRAINAGE/STORM EASEMENT / / D.B. 705, PG. 342 D.B. 1034, PG. 001 5' X 7.3' CONC. SLAB v U WITH TURN DOWN GATE ENCE / / // TIMBER STEPS W/HANDRAIL FUTURE OUTDOOR RECREATION AREA / HVAC a % °//. REPLACE EXISTING 5.4' ° 5' / CONCRETE w :N y v 11 STAIRS WITH HANDRAIL / SHADE CANOPY SHADE SYSTEMS INC. _ 6' WIDE MAINTENACE "SAIL", OR APPROVED EQUIVALENT) " ` X� BUS STOP / EQUIPMENT GATE \W W/SHELTER PEDESTAL MOUNT PICNIC TABLE WITH SEATSW SHADE CANOPY (SHADE SYSTEMS INC. "SAIL", OR APPROVED EQUIVALENT) WATER LINE EASEMENT FOR ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1167, PG. 687 "WITHIN VDOT RIGHT-OF-WAY TAKE VAR. WIDTH UTILITYEASEMENT FOR CENTURY L INK AND DOMININION VIRGINIA POWER D.B. 4743, PG. 300 TEMP. CONSTRUCTION EASEMENT D.B. 4743, PG. 300 CROSSWALK SIGNAL POLE CONC. RAMP WI DETECTABLE WARNING STRIP "BUSES LEFT TURN ONLY" SIGN TO BE ADDED TO STOP SIGN CONC. RAMP) 1 DETECTABLE WARNING STRIP NO-0 CONC. O, WINDOW WELL WITH EGRESS LADDER '` v / GATE CG2 ° \�\\ AND REMOVABLE GRATE ABOVE ••........ ..""% / •••• \ ` / It�� (SEE ARCH. PLANS) 9 .• •. / / ••/ \ \ l lIt / CURB CUT \ \ •'• / l ` W/ RAMP 6' 6' •••'•• %� `v v 7.85' e,`�• EXISTING / / •�• - ASPHALT / CHa .'a .' �" y". TO REMAIN It j l 8 R CG-12 C v� ••7�" ` y � / ItQ / I It / SMH TOP = 410.73 INV IN = 397.43' 10" IRON (NW) INV IN = 397.75' 10" IRON (NE) INV OUT = 397 35'10" IRON (SW) CONTRACTOR TO INSTALL TOPSOIL AND PERMANENT SEEDING FOLLOWING THE REMOVAL OF EXISTING ASPHALT CONC. RAMP W/DETECTABLE WARNING STRIP IMPLIED LOCATION 10' CENTRAL TELEPHONE COMPANY EASEMENT D.B. 978, PG. 017 6" RETAINING WALL SAC, 1 `1 1 GATE o$ yc gcFs ,1 �1 1 5' / 1 1 , CG-12 1 tic tic yC 1 Q� It/ � yC C 1\DOULE SWING GATE l / FLAGPOLE �2 C 1� 11 6' FENCE / 1 GV %/ / RFG sp'9c 1 1 1 RIW EASEMENT D.B. 4743, PG. 300 It / It `\ It It l /It RFG FS QQ /It / It It It / 15' DRAINAGE EASEMENT `\ \\ \ / D.B. 1034, PG. 001 CC / �Qcs cG TMP 61 W-2-2A2 JA-ZAN LIMITED PARTNERSHIP DB. 1134, PG. 536 R��sA 4cFs [121 APPROX. LOCATION l 15' VEPCO EASEMENT / D.B. 1079, PG. 424 / 10' TALL FENCE DUMPS TER PAD W1 8' CHAIN LINK FENCE TMP 61Z--05-1A REPUBLIC HOMES, INCORPORATED DB. 889, PG. 612 20' SANITARY EASEMENT D.B. 705, PG.342 D.B. 1034, PG. 001 SMH TOP = 408, 45' INV IN = 394.71' 10" IRON (NE) INV OUT = 394.64' 10" IRON (S) M 00 Q z SCALE 1 "=20' 0 20' 40' x� O � U CRAIG-W J. KOTARS1 i Lic. No. 0402048507 ` O 61112020 M E O O U N � N C > E W > a.r Lu Q U. Y 0 U. o WO ror, tY 1! 1 L M Qa J U co FI d > O N U W N Z� a�A, X � OC 6 1 0 Q :="t c U > a Ln O N N � L M a-,t 00 J C) Lu H Z O U cn W 0 z O ''H^^ V/ > W W Q 0 DATE 610112020 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' Lu z W U LL Ou 1� z Lu V) z z r n � V / >z Q z Q Z O Lu LL J Q V/ ui � W m J Q u�u 1� V z I --I Q I --I z V JOB NO. 44930 SHEET NO. C3.0 �a 00 -0Q� 20 Ccn z (L)O 0� c EO c m m c a 0 C wQ) CD 3 Z N O� �a x °' �a) o w 3 0 nw o _3 a m o U O � O O U :F2 m c o c 80 E� U m $6 -1 �5 0 m z O O N o m U O N m c N o c U o_ o E L SDMH TOP = 416.38' INV IN = 405.42' 18" RCP (SW) INV IN = 401.97' 60" RCP (W) INV OUT = 401.64' 60" RCP (NE) \ - � SD MH \ TOP = 413.57 / ,416 INV IN = 409.21' 8" PVC (S) INV IN = 399.57 60" RCP (NW) SD CURB INLET INV IN = 405.32 15" RCP (NE) TOP = 416.46' / = INV IN = 410.62' 15" RCP (NE) / INV OUT 399.52 60"RCP (SE) INV IN=406.04' 18" RCP (W) INV OUT = 405.93' 18" RCP (NW) / 4 SD CURB INLET / _ 1 �41, TOP = 412.34 SD CURB INLET < 1 / // 414 60�o, INV IN = 406.76' 15" RCP (NE) TOP = 416.88 - - - - - - \ INV OUT = 406.74' 15"RCP (SW) INV OUT = 411.56' 15" RCP (SW) jKZ- SD FIL TERRA CURB INLET TOP = 415.35' INV OUT = 410.00' 6" PVC (NE) ` SOP'419.13 BOT 4,17.1-4- .41 / A7 ( SD CURB INLET cj 419.20a _` TOP =419.95 vv�P� /// / \ ��\7 INV IN = 411.63' 18" RCP (NW) INV OUT = 412.4724" RCP (SE) BOTTOM OF STRUCTURE = 411.60' ` 0 - - 418- // `418 REVERSE FLOW NOTED X411.9 �SDMH \ / / / \ 41\ �\56 \cS \ \ \ - 411- . TOP 420.00' INV IN = 413.34' 15" STEEL (SW) \ \ ' , -419 INV OUT = 413.28' 18" RCP (SE) ` (11) 6" RISERS WITH HANDRAIL SD CURB INLET 41 TOP = 419.08' / \ , INV IN = 410.26'24" RCP (NW) CONTRACTOR TO EVENLY GRADE BETWEEN ,� 17 70� INV OUT - 410.24'24" RCP SE THE SIDEWALK AND THE EDGE OF ASPHALT a1 H CLEANOUT \ �\ \ , ` �\ yNV 411.72 / - \ MATCH EXISTING GRADES OF CURB // ` / - / AND ENSURE SIDEWALK SLOPES L -� 417.81' \ \� I . \ / / SD GRATE INLET (2.5'X2.5) //�\ 18.89" i / ,� l / TOP = 415.85 \ \ AWAY FROM THE BUILDING. 418.91' So 418.00 I•. •. �I �/ Q �- INV-OUT 411.54 15„ RCP (S) SD CURB INLET l \� • •.•'••• / / // / / - - \ \ 419.13 TOP = 419.03' 010 TC \ \ 418.75 \ INV IN = 409.35 24" RCP (NW) / l •••••'� 419.01 INV OUT - 409.90 24 RCP (SE) / \418.01 ••. 6 H DPE TC 419.10 ••.• STORM PIPE / i, /, /� / ��� 6 O TIE TO INLE� 419.03' 18.95' ERT 4 I 4 \ f 6" CIRCULAR •. •• l r /i//i / /p� / / `� \ FILL PORTION OF GRATE INLET •. 418.01' o /\� INV. 412.20 •'• PAVEMENT FOR TC EX ASPH � � .. �419.03' 418.65 TC TRANSITION FROM/ / // / / / / \ ��� � \`. TRANa / , / Y� / \ 419.00, \ > NEW 5 /o SIDEWI�L K / / / INV = 398_0, - - - 1 / 418.33' TOEXISTIN / //�// //� p�r- S0'"F-CPW/181, II \\ ASPHALT , / / // / / �/ / CONC. HW \ I TC 418.71' 418.27- t--- IIyV=403.02'6"PVC 95 �6 I\ �`SD U�9/36ET TOP 4 INV IN = 409. 68 24 RCP (14W) / INV OUt = 409.42' 24" f�L4P (SE) i�/ "BUSES LEFT TURN ONLY" I SIGN TO BE ADDED TO / ` , cr, \ v \ I' l , /l l /l l , /l / A I SD c5gATE INLET (.5X 1.75) I // \ / 1 �\ ` \ Y I ' /l / // I TOP - 418.07 I I STOP SIGN \ I \� \ `\ I , I I ,l /l INV l = 408.68'241" RCP (NW) I \ I / INV l = 409.07' 15J' RCP (NE) I INVOI T=408.67124"RCP(SW) I Lr) TMPI61Z-05-1A I REPl�BLIC HO/II'IES, INCORPORgTED DB. f89, PG. 612 I TMP 61 W-2-2A2 JA-ZAN LIMITED PARTNERSHIP \ l/� li l l/ DB. 1134, PG. 536 SD CURB INLET TOP =420.57' INV IN = 416.79' 15" RCP (SW) INV OUT=416.75'15"RCP (SE) co 00 Q z SCALE 1 "=20' 0 20' 40' O O CRAIG- +T J. K`J' ARS10 Lic. No. 0402048507 `O 61112020 M E O O v N � N C > E E ui N QU. U. o w0 ror, U J Z Lu - ui 0 rn U) a (N (J W M a 3� O � X U w ��Q L. ="t oa = c N Z U > Ln O c Ln U) rn N > Lu � M � d � 00 J vi 0 (D 0 0 w > L w a z 0 DATE Of 610112020 0 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE • 1 "=20' LL uj z W U Ou 1� z z Lu Q V ) Q LU z Lr)�z ~ > i--i Q � z �c Q C) O LL w 0 O z � Q Q LuLij � Q H I --I Q z I --I Q z V u� 1� JOB NO. 44930 SHEET NO. C4.0 L