Loading...
HomeMy WebLinkAboutSDP202200037 Plan - Revision 2023-03-27UVA RIVERSIDE PARKING IMPROVEMENTS SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: ADJACENT PARCELS: 045B1-06-00-001B0 PARCEL AREA: 9.47 ACRES DB 5594 PG. 149 OWNER: RIVERSIDE MC OWNER LLC C/O ALTUS GROUP EASTERN BOUNDARY: PARCEL ID: 045B1-06-00-001A0 OWNER: JOSPEH A DE'ALU & ERIN R HANNEGAN ZONING: R1; RESIDENTIAL USE: RESIDENTIAL - SINGLE FAMILY SOUTHERN BOUNDARY: PARCEL ID: 045B1-05-0C-00300 OWNER: STEVEN E GRIFFIN ZONING:R1; RESIDENTIAL USE: RESIDENTIAL - SINGLE FAMILY SOUTHERN BOUNDARY: PARCEL ID: 045B1-05-0C-004A0 OWNER: HERMANUS LLC ZONING: HIGHWAY COMMERICIAL USE: OFFICE NORTHERN BOUNDARY: PARCEL ID: 04500-00-00-067AO OWNER: CITY OF CHARLOTTESVILLE ZONING: RURAL AREAS USE: WATER LETTER OF REVISION TO MINOR SITE PLAN AMENDMENT SDP202200037 SITE PLAN AMENDMENT NARRATIVE: THE PURPOSE OF THIS SITE PLAN AMENDMENT IS TO ACCOMMODATE THE FOLLOWING CHANGES: 1. THE SELECTIVE REMOVAL AND INSTALLATION OF ASPHALT, CURB AND GUTTER, AND STRIPING FOR 21 ADDITIONAL PARKING SPACES. 2. THE INSTALLATION OF ADDITIONAL HANDICAP SIGNAGE & STRIPING TO MEET ADA REQUIREMENTS. 3. THE SELECTIVE REMOVAL AND PLANTING OF TREES/SHRUBS WITHIN THE LANDSCAPING BUFFER ADJACENT TO SEMINOLE RD. 4. THE INSTALLATION OF TWO ACCESSIBLE RAMPS. LIMITS OF DISTURBANCE: 9,064 SF MAXIMUM ALLOWABLE BUILDING HEIGHT: 35 FT EXISTING BUILDING HEIGHT: 19.3 TO 26.7 FT TOTAL BUILDING GFA: 69,939 SF ZONING: HIGHWAY COMMERCIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR AIRPORT IMPACT AREA FLOOD HAZARD MANAGED AND PRESERVED STEEP SLOPES MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON,VA 24401 (540)-885-0920 DATED: ]AN 13TH & 22ND, 2022 HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE VERTICAL: NAVD88 VIA NETWORK RTK GPS (LEICA SmartNET) OBSERVATION. PARKING: EXISTING: 328 PARKING SPACES (12 OF WHICH ARE HANDICAP/ADA COMPLIANT) PROPOSED: 346 PARKING SPACES (16 OF WHICH ARE HANDICAP/ADA COMPLIANT) WATERSHED: SOUTH FORK RIVANNA WATERSHED (BELOW RESERVOIR). THIS SITE IS NOT LOCATED WITHIN A WATER SUPPLY PROTECTION AREA. WATER/SANITARY: NO CHANGES TO THE EXISTING SERVICES ARE PROPOSED. WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. LIGHTING: NO LIGHTING IS PROPOSED WITH THESE IMPROVEMENTS BURIAL SITES: NO CEMETERIES FOUND ON SITE. STEEP SLOPES: THERE ARE PRESERVED SLOPES WITHIN THIS PROPERTY. NO PRESERVED SLOPES ARE TO BE DISTURBED WITH THIS SITE PLAN AMENDMNET. STORMWATER: IMPACTS ARE UNDER 10,000 SF/NO STORMWATER IMPROVEMENTS PROPOSED. AGRICULTURAL/FOREST DISTRICT: NONE MISS UTILITY TICKET: B201300329 REV: 00B FLOOD ZONE: PER CASE NO. 16-03-2836A LOMR-F, A PORTION OF THE PROPERTY IS NOT LOCATED IN THE SPECIAL FLOOD HAZARD AREA (SFHA) AS BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO280D, PANEL 280 OF 575, EFFECTIVE DATE FEBRUARY 4, 2005. THE FLOODPLAIN PER THE BFE FROM THIS REVISION IS SHOWN ON THIS SITE PLAN AMENDMENT. SFHAs ARE SUBJECT TO INUNDATION BY THE 1%ANNUAL CHANCE FLOOD (BASE FLOOD ELEVATIONS DETERMINE), SHADED ZONE X, AREAS OF 0.2% ANNUAL CHANCE FLOOD, AREAS OF 1 % ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1 % ANNUAL CHANCE FLOOD, AND UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PROPERTY IS SUBJECT TO SP1989-00070 FOR APPROVAL OF FILL IN THE FLOODPLAIN COUNTY OF ALBEMARLE, VIRGINIA 03/21/2023 a' atatatatala Zl F -44 4unday Cemetery 29 ^ro u O �c SITE LOCATION 0 i e� 29 `a ook r 31o<tlr= o °da„ �s1`�Gf°uceste� @z0zzpicroso`f',po^zt^o ,L©mzz Tommm,TK,J9' VICINITY MAP 1=1000' OWNER REPRESENTATIVE: CASCADE REALTY PARTNERS 7600 WISCONSIN AVE, STE. 650 BETHESDA, MD 20814 CONTACT: MATT CLINEBELL TELEPHONE: (202-780-1802) ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C2.0 SHEET INDEX C2.1 EXISTING CONDITIONS & DEMO PLAN C2.2 EXISTING CONDITIONS & DEMO PLAN C4.0 SITE IMPROVEMENT PLANS C4.1 SITE IMPROVEMENT PLANS C5.0 SITE GRADING & DRAINAGE PLANS C5.1 SITE GRADING & DRAINAGE PLANS C6.0 SIGN SIGHT DISTANCE L7.0 DETAILED LANDSCAPING PLAN L7.1 DETAILED LANDSCAPING PLAN 1-7.2 ILANDSCAPING DETAILS &PLANT SCHEDULE TOTAL NUMBER OF SHEETS = 14 SIGNATURE PANEL: APPROVAL DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION :17_1�ICIa]g9G1:i1LTA lq�11 LETTER OF REVISION UPDATES: -DECREASED LIMITS OF DISTURBANCE -REDUCED PARKING INCREASE BY THREE SPACES -ADDED AN 8" TRENCH DRAIN TO ADDRESS EXISTING DRAINAGE ISSUES AT THE FRONT OF BUILDING #2331 -ADDED WHEEL STOPS TO SPACES BY BUILDING #2535 IN LIEU OF SAVING THE EXISTING CURB DATE Bryan D. Cichocki Lie. No. 53741 03/21/2023 R N z 0 f f w H DATE 03/21/2023 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. ]OB NO. 50413 SHEET NO. C0.0 L GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION AS REQ UIRED UIRED BY THE LOCALITY. THIS Q 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. (N/A) 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. (N/A) 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. (N/A) 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 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. LEGEND IRF O IRON ROD FOUND - SIGN g FLAGPOLE OO BOLLARD ® AIR CONDITIONER HANDICAP PARKING SHRUB DECIDUOUS TREE STORM MANHOLE ® STORM GRATE o ROOF DRAIN SANITARY MANHOLE ® SANITARY CLEANOUT * YARD LIGHT ova LIGHT POLE 0 POWER POLE < GUY WIRE ANCHOR © ELECTRIC BOX m ELECTRIC METER -4 GROUND LIGHT ® UTILITY VAULT ® GAS METER 0 TELECOMM MANHOLE IT TELECOMM PEDESTAL _(�. FIRE HYDRANT V SIAMESE CONNECTION © WATER MANHOLE ® WATER METER ® WATER VALVE S IRRIGATION VALVE o- SPIGOT UTILITY MARKER EDGE OF PAVEMENT CURB AND GUTTER CURB x x FENCE LINE GUARDRAIL ___________________= STORM PIPE OHP OVERHEAD POWER LINE -UFO - UNDERGROUND FIBER OPTIC LINE UGT UNDERGROUND TELECOMM LINE W UNDERGROUND WATERLINE - -SAN - - UNDERGROUND SANITARY SEWER LINE G UNDERGROUND GAS LINE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 100 YEAR FLOOD PLAIN STATE DAM BREAK INUNDATION ZONE TREE LINE SHRUB LINE --------------------------------------- WATERLINE EASEMENT POWER EASEMENT - - - - - - - - - - SANITARY SEWER EASEMENT COMMUNICATION EASEMENT CONC. CONCRETE TYP. TYPICAL FFE FINISHED FLOOR ELEVATION ROH ROOF OVERHANG IIPRESERVED SLOPES GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BIN = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS Bryan D. Cichocld Z Uc. No. 53741 03/21/2023 1 0 S S . _ Innrnt. G ^� E 0 0 u N � N 0 Q O > E w v E w w 3 Q LL 3 p LL O- wO `mom 0 W L M a-i Voo W J -N rn d � N U W U1 � 3: 0 X 9R LL p Q m v Ln _ N =v>� F Q . EO10 N W M a� 00 J CL O ce z O a_ u cJ Lu W p z O N w w Q p DATE 0312112023 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. J w ,,0 W U) Lu - 0 Z L JOB NO. 50413 SHEET NO. C1.0 ,CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) � o 0 VDOT �2%MAX.r/A18' 1 8' 1 5' 1 8' 1 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES SIGNAGE NOTES: 6 ACE OF CURB � 4" PAINTED STRIPE (TYPICAL) WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ---------------- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1%2 NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) • MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) REGULAR SPACE NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN SOO FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. OF SOLID WHITE LINE 24 STOP(TYP ) h� 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 21 � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale 1 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1 VDOT STANDARD CG-2 CURB No Scale VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB WN 14 .' XVDOT SPECIFICATION ILT$:AW$AMY G�IMI NROAD MID BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE FGIVILII rARE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFICRE - 315 ZONE TOW AWAY ZOPE 30S 02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R CONIC CURB AND GUTTER CLASS 3A, 4 (f�3,000 PSI) CONCRETE t�4 j81"A'd 413" ° d ° a. 7" COMPACTED /� 4 SUBGRADE j °.. A UNDERaw WIN, I swum BASE FROM ADJACENT gm smsmommi PAVEMENT SECTION 1 VDOT STANDARD CG-6 CURB & GUTTER No Scale TVAN 6' ABOVE ACCE991BLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale Bryan D. Cichocld Lie. No. 53741 03/21/2023 IN ^� E 0 0 U N � N 0 > E W a E w a) 3 Q LL 3 p LL — W 0 0^y LY W L M ¢� J U 00 -i — M � Lu N z W w IT 30'x U-) _ N =v>� ~ c U7) 0 N W M d � O W UJ H CL O ce 0 z O a_ u U) Ln w p z O U) w InIf H p f-R DATE 0312112023 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. L Lm JOB NO. 50413 SHEET NO. Cl. 1 i P/D: 045B1-05-0i HERMANUS DB. 1986, PG, CARRSBROOK SEMINOLE P1 \ LOT 004A ---------------------------------I C2.1 C4.0 C5.0 L 7.0 P/D: 045B16�-OC-00300 PARCEL D-IA � \ STEVEN GRIFFIN \ P DB. 395 , PG. 327 \ LOT 001A0 \ CARRS�ROOK D \ LOTP0300 \ III � SCALE 1"=50' 0 50' 100' Bryan D. Cichocld Z lic. No. 53741 03/21/2023 �'� SS'Innrnt 0�'/ CL O ce E E H Z O a_ u L7 LU W p Z O N w W H Q p DATE 0312112023 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=50' JOB NO. 50413 L SHEET NO. C2.0 SCALE 1"=20' 0 20' 40' APPROX. LOC. VARIABLE WIDTH PERMANENT UTILITY EASEMENTFOR RIVANNA WATER & SEWER AUTHORITY D.B. 1741 PG. 63 PH REMOVE EXISTING SHRUB REMOVE CURB REMOVE EXISTING SHRUBS AND LANDSCAPE BOULDERS EXISTING TREE TO BE REMOVED -SUGAR MAPLE REMOVE EXISTING SHRUBS EXISTING TREE TO BE REMOVED -BRADFORD PEAR REMOVE EXISTING 7 / SHRUBS 1 / REMOVE BRICK SIGN L=24.14' T=12.37' A =30 4420" CB=S42017'14'E C=23.85' FLARED E 24"RCP m LEGEND: REMOVE ASPHALT ® REMOVE CONCRETE ---------- SAWCUT = REMOVE CURB KEY PLAN APPROX.LOC. VARIABLE WIDTH STORM MANHOLE o PERMANENT UTILITY oy EASEMENT FOR TOP - 375.92 VIRGINIA POWER 24"RCP INV IN = 365.72 _ I I - D.B. 1741 PG. 63 24"RCP INV. OUT = 365.27 - CURS INLET ° TOP = 374.52 y 18"RCP INV. IN=366.52 2iRCP- 100YEAR 24"RCP INV. OUT = 366.42 _ ` - _ ®� U�g,1 / w� FLOOD PLAIN PER LOMRBFE CASE NO. JPo/ / \ \ \ 17-03-0726A EXISTING TREE TO BE REMOVED /i' / ' / ' / / VG\ / \ \ Q \ 3"DECI \OUS SUGAR MAPLE o Of619� tip 3"DE Oud O P J- CUB ° „ G / i' / ' 375.46 / p0� / 80 � � \ 1 IG� o ° ° 12"" RCP INV gV = 6 .66 CURB INLET / / / P \ � ° / 24840 ` \ / ° 12" RCP INV. OUT = 6 .46 TOP = 384.66 �' / ' $$0 _ \ \ \ o O 0 3 G 28 WM 12" RCP INV. IN = 378.46 / ' / ' P j� 14"MAP \\ o o I 12" RCP INV. OUT = 378.06 % /' _ /- q/ ON o °• ° o j / I �`�� ° CURB INLET%' ' / / ' % OVA \ ° \ I I 0 \ o 1 TOP=379.41 �/ / \ o \/�_��% 1 _ . �\ o 18"RCP INV.1N=375,21 /i' /' /� �7d�/ \ o w /"��'' 1 _ I ���\ o / / o / / \ \ 8" WHITE OAK \ Q ° 18"RCP INV. OUT=375.11 � j��� �� / �\ \\ o 0 o P \ RCpo;�' 1 \ \ \ FIFE �\��"Q a 0 O 12�\ 373.52' 'Q a= IRF o 0 �-` ° G�/ ° �'/ �/ \ \ \ \ HVACSYSTEM °o\ �� C \ \ STATE DAM BREAK INUNDATION ZONE STEEP SLOPES PRESERVED (TYP.) �� RO 1 � / � / -, z / mb \ \ 1 4 TOP 372.6� OX.L II �'\ po \\ 12"RC NV. IN=366. .16 / L T/i� I I ` ' ' i \ 15" RCP INV OUT = 31 P5 REMOVE CURB / II ° \ _ MAN— `I I \ i \ \ Y ASEMENT 11385 / / ' CONC. O `\ 10" FOR GINZ I I \ _ - ' / ' / FFE = FFE = 373.54' \ ° \ D.B�4741 PG. 63 - ITS OF FFE = 373.56' \ ° ` \ ,Ir /' DISTURBANCE CURBINLET O 013/ N�� \ \ / I I / =80 SF TOP = 386.51 \ O \ / �� ' / II FFE= 12" RCP INV. IN = 381.31 \\ °0 \ / I I t� 388.01' 12" RCP INV. OUT = 381.21 0 14 APLE �1 \ STONE PAD \ 0 c ENERAT O \ 61 SAWCUT '////� f '� \ REMOVE BRICKBUILDING \ 0GP o \ ///jz�s>/ jl PROTECT STRIPING 23,314S.F. 14" /��/ (TYP.) EX INLET \ #2535 Fx LIG LT GRATE INLET \ \ � P� RF _ /////// PROTECT T \ \ ��/ FFE= \ \1 TOP = 373.48' INV \ \ 12" RCP NV. OUT = 382.02 \ FFE _ \ _ SHRUBS/A1 373.46' \ �tr r \ \ /' \ ` REMOVE CURB \�\`\� /I i ( \ -12" ---- S� /'� i/i =� \ APPROX. LOC. 30' \\ ----- - ASPHALT ` VIRGINIA POWER -- -- \ - - -________________ �BeSAWCUT (TYP.) GRASS / EASEMENT CONC. - �- -w - - - - -w ------------- D.B. 1084 PG. 194 \ - I N FFE ' _ \ ------------------- - --"" 09 \ \ - ----` LI ITS O ------- ------ ------ ---- - \ - a ECID US DI TURB NCE \ ------ ------ --------- - ------ ------ - \ �` 3. MPP�E \ =8, 00 SF -- - \ \ WATERLINE PPE `WEASEMENT D.B. 1045PG. 337 3 ' \ DECID OUS \\ `, \ �\ "W ROOF D.B. 1064 PG. 637 F vs3 \ \ 4"MAPLE '�W \ APPROX. \ s, \ 4"MAPLE \ \ ASPHALT APPROX. LOC. 15' \ \ WATERLINE \ \ EASEMENT \ \ D. B. 471 PG. 126 AS SHOWN ON \ o h o o N N \ D.B. 1045 PG. 337 II II II II m II � / / / / so P/D: 04500-00-0 Gj CITY OF CHARL O1 y LOT 067A 2 0 \ o \ 'Cr 0 0 \ p \ J O ` \ O p O O O ° \ EASEMENT \ \ OVERHANG 3FIFE = ONCE \ \ ENCROACHMENT& `z 454'COLUMN(TYP.) I \ MODIFICATION \ \ AGREEMENT " `` FFE= \ \ D.B. 4895 PG. 137 1 \ v 387 373.45' \ \ \ I \ --41N" E D 2.4 k2.4' COLUMN (TYP.) \ P/D: 045BI-06-00-009BO \ RIVERSIDE MC OWNER, LL C STONEBED FFE= \ DB. 5594, PG. 149 / \ ` \ 373.44' = " APPROX. LOC. 20' \ CARRSBROOK D i `� \ \ GRATE INLET WATERLINE j \ PARCEL D-98 - \ CONC. ` \ TOP = 386.07 \ EASEMENT \ \ LOT 00960 \ \ ZONED: HIGHWAY COMMERCIAL \ REMOVE \ EX SIGN D.B. 1505 PG. 332 \ \ \ \ \ LANDSCAPE AREA 0 rl Bryan D. Cichocld Z Uc. No. 53741 03/21/2023 �'� :SS'Innrnt 0G/ ^� E 0 o N � N C Q O > E w v E Q U. o 3 p ILL wO `mom O" W L M a_j U00 J -u M � C7W NV w 3:o x LL p Q v = N N F Q . o� EO1 N W M 00 J Lm z O a_ u U Lu W p z O N w cIf DATE 0312112023 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=20' 1 W Lu O g o. p Q LL1 •^' > 0 (/ J o6 zap '\-/' Lu m O Q L H 0 /Q 0 O 0 U W " c) Z 1­4 F_ p� X W LLI LL D JOB NO. 50413 SHEET N0. C2.1 L APPROX. \ \ EASEMENT \ \ \� FFE = 38799' \ WATERLINE LOCATION 15' \ / / \ N \ D.B. 1045PG. 337 LUMOS APPROX L NETWORKS, INC. \ PERMANENT REMOVE EASEMENT \ ` D.B. 1064 PG. 637 3B, \ \ / / a STRIPING EASEMENT D.B. \ \ FIRE HYDRANT` ` ,. / 5181 PG. 475 D.B. 851 PG. 416 (TYP.) \ \ \ \ \ 10' ATE LINE 2212 ` \ SE ENT PPRO . DIR. o \ 388.18 \ APPROX \ \ \ D. . 300 PG. / 8/N" DEC1, L/O /S /% \ ; '' / / / LOC. 35' \ v 91.18 — — � � � — y / � � / \ WATERLIM� \ \ ` IN"DE DUOUS N / BASEMENT IKL E SECTION. / Da\B. 1064 \ { 2�9234 \ — \ — — 'wCUNCRET_zBIDE/WALK P . 637 \ \ I \ \ "DE _388.So 377 — — — — — SAN— — — / 4\—LI I S OF-8/N"DECIDU:��j /.70qAN_ ` / DISTUI1tANCE \ 392. \ \ _ — — — — _ _ N"DELI UOUS _ _ _ SA�MOVE ADA STRIPING (TYP) A i — — — v 392.92 — — — _ — 39>> SANS — N -6/N" IDUO \ —\ \ SANS — I I \ 1 'i ��qN— — SANS � � � ROH — — - �990_--- —SA S S REMOVE_ STRIPING (TYP) _SAN— — H---_- ®IS W UTRO\ — \\ I i 1 \ _ \ \ AL u- UGP \ `-- ROH \ II \ I L-R=181.00' L=133.47' \- ---- - \ T=69.94' ;\ / , ® ROH DEPRESSED CURB 391.32' \ I I TOPR 8.28 FFE= \ 2 A=42°15'05" W/DETECTABLE —� BOTTOM OFST UC. = 354.68 373,91\\ r \\ CB=N53°27'59"E -� m M \ SAL / I DEPRESSED CURB WARNING STRIP I I APF _ MANAGED OR C=130.47' I / / I FFE - FFE = W/DETECTABLE . m II I FFE = 388.43, PRESERVED 393.33' \ 392,29' WARNING STRIP 1 Iv STEEP SLOPES I EA,�. BUILDING y I 3,067 S.F. ; I I R° O p I \ D.B. #2315 I \ ALCOVE APPROX. LOC. 20' m ! I I ❑ I \ { — PERMANENT y m I� I / \ \ \ m I v2 ' � \ DEPRESSED CURB EASEMENT A Jo - I 1 W/DETECTABLE D.B. 835PG. 193 BUILDING n z I ROH BUILDING � i- m � I 15,309 S.F. WARNING STRIP D.B. 873 PG. 28 28,249 S.F. I #2331 { 1 II DEPRESSED CURB D.B. 877 PG. 385 #2325 W/DETECTABLE WARNING STRIP , II 1 i t I y II I `\ APPROX. LOC. 20' �n i i I 2862 9. 14 ' 1 WATERLINE 1 I 1 SAP-CLUSTER"DEC/Duous ' \ EASEMENT I II STORM MANHOLE D.B. 851 PG. 415 _ I I I TOP = 388.81 I I D.B. 863 PG. 159 _-- - - I I 1 I 12" RCP INV. IN (W) = 383.21 I D.B. 2107 PG. 659 APPROX. LOC. 20' 11 INV. IN (SW; ASSUMED CONNECTION) = 380.41 y7 WATERLINE jI 12" RCP INV. IN (SE) - 380.41 EASEMENT 39E06, i obi 1, 1 FFE = INV. OUT=35761 D.B. 851 PG. 415 M I I STEEP SLOPES PRESERVED TYP ® I 1 1 1 388.39' D.B. 863 PG. 159 - . B. 2107 PG. 659 T 12" RCP_-: I//// 1111 y _ ROOF ASPHALT, J -------1 I 11 OVERHANG -----� ---' SAWCUT YP.) I 1 _ _ / / I _ - GRATEINLET ____1_f------------- TOP;1 11 - --- ---------/Al = 390.12 � _ -- ------ --- _ / ------ - -- / n 12" RCP INV. OUT = 38732-------- ---------- - - ----------- ------------ - - / -------------------------------- - G I ` GRATEINLET // O SOLI ITS OF I TOP= 385.96 BANCE I 12" RCP INV. OUT =554 SF I \ ASPHALT- V CHAINLINK FENCE DUMPSTER GRATEINLET ENCLOSURE TOP = 388.05 INV. OUT = 360.45 P/D: 04561-06-00-001A0 \ JOSPEHA DEALU & ERIN R HANNEGAN P/D: 04561-05-OC-00300 DB. 5082, PG. 215 STEVEN E. GRIFFIN \ CPARCEL DDOKAD DB. 3957, PG. 327 \ LOT 001A0 CARRSBROOK D LOT 00300 \ \ \ EXISTING POND LEGEND REMOVE ASPHALT REMOVE CONCRETE �O ---------- SAWCUT SCALE 1 "=20' x REMOVE CURB 0 20' 40' KEY PLAN Bryan D. Cichocld Z Uc. No. 53741 03/21/2023 :SS'Innrnt G M E 0 � o N C > E v E w Lu Q LL 3 o p LL w O `m j V oMo z w — ui O rn a W v� 30'x U) w i c ry z O Fva� c U) 8 > W M Lu Lu a � 00 M 0 x c� 0 F p w w H z 0 DATE 0 0312112023 DRAWN BY M. DENHARD } • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' I♦• FT • z 5W uj Og ILL � �L Cp G I --I w > 0 V w J p6 v zaU) ocoJ LL o Q 0 oO LU z c) Z 0 V) LI) 0� X W LLI cro JOB NO. 50413 SHEET NO. C2.2 L LEGEND SCALE 1"=20' 0 20' 40' APPROX. LOC. VARIABLE WIDTH PERMANENT UTILITY EASEMENTFOR RIVANNA WATER & SEWER AUTHORITY D.B. 1741 PG. 63 l� PROPOSED SIGN oy 0-1 CURB INLET \ TOP = 384.66 12" RCP INV. IN = 378.46 12" RCP INV. OUT = 378.06 CURB INLET TOP = 379.41 18" RCP INV. IN=375,21 / i�i� 18" RCP lNV OUT = 375 11 PyP�P�� OG� /' IABLOX. L TH I I MANENT �JG / JGJ/ 10" LE YEASEMENT II FOR VIRGINIAPOWER I I D. B. 1741 PG. 63 I I k)Gt 14"MAPLE 9.08' 20' 5' I I 18" .. 2,::g::R}:. R211 9.04' . •• II II JGS 14" LE GRASS ':':'1 O:' .8`::'. P>'.' 11 R / JGS / / JO(/ 1 5 O HEEL STOP TYP.) / / 6 18'(I P) -------------- - g' 01/ 9' (TYP.) ASPHALT 7 R3 P4------- — —W — —W — — — ----- ---------- W— —------- r- 1 / _____ i L=24.14' T=12.37' A =30 4420" CB=S42017'14'E (J� C=23.85' T- N Z Z m 0% 4"MAPLE APPROX. LOC. 15' WATERLINE EASEMENT D. B. 471 PG. 126 o AS SHOWN ON o o o ^ N O D.B. 1045 PG. 337 9 1 ,0 O n ii n 11 m n G �I�QUU \ ASPHALT GRASS FLARED E 24"RCP STORM MANHOLE - TOP = 375.92 24"RCP INV IN = 365.72 24"RCP INV. OUT = 365.27 CURB INLET TOP = 374.52 18" RCP INV. IN = 366.52 24"' RCP 24"RCPINV.OUT=366.42 / opo JEO/ 9� 3"DE 3" LIGHT DUTY ASPHALT PAVEMENT PATCH FOR CURB INSTALLATION i / / / / i i� J opG2 CURB A 11 18 i Jp0 JO ° o ° 12" RCP lNli Al 0 gV = 69.66 °NP °' ° 12" RCP INV. OUT = 6 .46 G 24840 WM o ° o \, �/ JG ° 0 ° \\\\ 00 o _ \� o /oNP o°o \\\ 0 / o o o ° ° % 8" WHITE OAK `\�` ° 0 0 ° RGP FFE 0 0 12373.52' \ 3 DAACCESSRAMP, 00 WARNING SURFACE, ° AND STRIPING HVAC SYSTEM °0 0 0 0 DECK CONC. 00 12.75' FFE = 373.54' °0 FFE - O 388.00 FFE = 373.56' ° \ 0 41 CURB INLET o TOP = 386.51 ° FFE = 12" RCP INV. IN = 381.31 °0 18' / 388.01' 12" RCP INV. OUT = 381.21 ^ STONE PA ° D APPROX. EASEMENT ENCROACHMENT& MODIFICATION AGREEMENT \ D.B. 4895 PG. 137 \\ P/D: 045B1-06-00-OOIBO \ RIVERSIDE MC OWNER, LLC \ DB. 5594, PG. 149 PARCEL D-18 \ CARRSBROOK D \\ = \ LOT 001BO ZONED: HIGHWAY COMMERCIAL BRICK BUILDING 23,314 S.F. #2535 GRATE INLET FFE _ TOP = 386.12 373.48' 12" RCP INV. OUT = 382.02 APPROX. LOC. 30' VIRGINIA POWER EASEMENT D.B. 1084 PG. 194 O \ W ROOF _ OVERHANG 45c4'COLUMN(TYP.) v 387. \ \ --41N" E o 2.4k2.4' COLUMN (TYP.) FFE _ 373.46' L % STONE BED GRATE INLET CONC. TOP = 386.07 `,18'(TYP) `ADA PARKING SIGNS (TYP) LANDSCAPE AREA CONC. FFE _ 373.48' APPROX LOC. 20' WATERLINE EASEMENT D. B. 1045 PG. 337 D. B. 1064 PG. 637 FFE _ 373,47' FFE = - 373.45' FFE _ APPROX LOC. 20' 373.44' WATERLINE EASEMENT D.B. 1095 PG. 745 D.B. 1505 PG. 332 KEY PLAN APPROX. LOC. VARIABLE WIDTH PERMANENT UTILITY EASEMENTFOR VIRGINIA POWER D.B. 1741 PG. 63 100 YEAR FLOOD PLAIN PER LOMR BFE CASE NO. 17-03-0726A STATE DAM BREAK INUNDATION ZONE STEEP SLOPES PRESERVED (TYP.) so P/D: 04500-00-0 Gj C/TYOFCHARLO] y LOT 067A 2 C INL F� TOP 372. 12" RC NV. IN = 366.8 15" RCP V. OUT = 366. IX rl Bryan D. Cichocld Z lic. No. 53741 03/21/2023 :SS'Innrnt G m E 0 M o N � N C Q O > E v E w � .WU Q LL o 3 p LL - wO `mom Luj V oMo z w - ui O rn (7 W N d w 3o'x U) w i a ry z O FvaM c u' U) N W n W M � W J M O x c� 0 f- p w III w z O in > 0 O DATE 0312112023 DRAWN BY 1. DENHARD DESIGNED BY 1. DENHARD CHECKED BY I. CICHOCKI SCALE 1"=20' V 1 z 5W ui I..L Q Q J > Lu J Z z<w Q m QLL Lu }O 0 Q? ch W O ui I..L uj —il CEO Z) JOB NO. 50413 SHEET NO. C4.0 0 d 0 3 a 90 o o -0 .2O 2 0 c m 6 a c m m o, O w3 w (D U3 zN 02 2 a mg o r �3 n dm 2 Y X c 016 m o g„ m = d `o E � 06 a c 2c 10 0a 0o m a c m N 0 � o c o m nE 0 _ L F E L APPROX. \\ \ WATERLINE \ FFE=38799'\ ' \ EASEMENT LOCATION 15' \ D.B. 1045PG. 337 \ 8 NETWORKS, �NC. APPROX L \ D.B. 1064 PG. 637 PERMANENTEASEMENT EASEMENT D. B. \ 9' (NP) FIRE HYDRANT 5181 PG. 475 D.B. 851 PG. 416 \ / 1 -0 / \ L-R=181.00' L=133.47' T=69.94' A=42015'05" CB=N53027'59"E C=130.47' BUILDING 3, 067 S.F. #2315 N \ 2439 392 34- \ IN'DE IDUOU G I \i I � \ 2431 v 392.92 i i 18'� I _ SANS =UUGR = — UGP FFE = 393.33' ALCOVE DEPRESSED CURB W/DETECTABLE WARNING STRIP APPROX. LOC. 20' WATERLINE EASEMENT D.B. 851 PG. 415 D.B. 863 PG. 159 D.B. 2107 PG. 659 ADA PARKING 20 ASE E T .� + `, 2212 SIGNS (TYP) I I I I I I ^^^ p \ 388. 18 91.18 — — — "��WWW IN"DE DU OUS — — — " �`_-Z $1-.4 � S 10 _ — I I — _388.26 377 — — — — _ SANS - % — I -8/N"DECIDUOUS IN"DECI UOUS —SANS P) _ _ — SAN— 0 — —I T-_ — SANS — — SAN ROH _ _ _ — — — — — — — ADA ACCESS NSLE, Sq _ _ ADA CURB MP, g - =i- 5'---------- ----- / ARNINGSURFACE II ROH ® ROH II ROH FFE = I 1 DEPRESSED CURB 391.32' ---- I I W/DETECTABLE I I DEPRESSED CURB WARNING STRIP 1 I FFE = W/DETECTABLE I I 392,29' WARNING STRIP I I II II APPROX. LOC. 20' I I ❑ PERMANENT II EASEMENT II D.B. 835 PG. 193 BUILDING I I D.B. 873 PG. 28 28,249 S.F. II D.B. 877 PG. 385 #2325 I I II II ZONE AE I I II y II � 11 2 II a � II � II � II II APPROX. LOC. 20' 1 WATERLINE I EASEMENT FFE = I 1 � II 391.06' D.B. 851 PG. 415 STEEP SLOPES PRESERVED (TYP.) pO I D.B. 863 PG. 159 .B. 2107 PG. 659 ASPHALT.-- __- -- / / 11 ------------------------ ------- IIIIII / 9' (TYP) ZONE X ASPHALT / P/D: 04561-06-00-001A0 \ JOSPEHA DEALU & ERIN R HANNEGAN P/D: 04561-05-OC-00300 DB. 5082, PG. 215 STEVEN E. GRIFFIN \ CPARCEL DDOKAD DB. 3957, PG. 327 \ LOT 001A0 CARRSBROOK D LOT 00300 \ \ \ EXISTING POND SCALE 1 "=20' 0 20' 40' DUMPSTER ENCLOSURE ROH APPROX \ LOC. 35, \ \ WATERLINF, gASEMENT7 D . 1064 / P6\637 \ \ FFE 373.9 �- MANAGED OR PRESERVED FFE = 388.43' STEEP SLOPES ROH BUILDING 15,309 S. F. DEPRESSED CURB #2331 W/DETECTABLE WARNING STRIP 389.14 -SAP-CLUSTER"DECIDUOUS FFE = 388.39' 8" VEHICULAR RATED TRENCH DRAIN ROOF OVERHANG ALLUVIAL COBBLE (9" DEPTH) 0 CHAINLINK FENCE LEGEND LIGHT DUTY ASPHALT PAVEMENT PATCH FOR CURB INSTALLATION vy Z� X \ \ APF \ \ SAA \ EAIS \ D.B. N \ \ v2 \ ZONE X KEY PLAN Bryan D. Cichocld lic. No. 53741 03/21/2023 AA :SS'Innrnt G ^� E 0 o N � N C > E v E w �vw3 Q U. o 3 p LL �_3 U00 z w —u O ce rn C7 w (L w 30'x uu) w i c ry z O Fva� c U) w W M � 00 � H vi M 0 x c� 0 F 0 w L w H a z 0 DATE 0 0312112023 DRAWN BY M. DENHARD } • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' U) z W Lu 0�/ ILL U) LL z Q I—� Q J > (� w v J 7 z"w Q � Lu J LU a > 0 0 z W z C) � � F— 1— 4 0 V) 0. Lu cro �1 D JOB NO. 50413 SHEET NO. C4.1 L \ MATCH EG TC 387.90' MATCH EG TC 387.88' 1 \ I MATCH EG \\ \ i PAVEMENT -0OO \ \ / 386.96' KEY PLAN \\ \\ \ \ ° ° SCALE V=5' 5' 10, FLARED L 24"RCP KEY PLAN U17a 0 N U N C > E v E w w w 3 Q a tj 3 o p U. - wO `mom j V °s'o Z o - to .. O o C7w rv"T a 30'x U) w ro� i c ry Z O 2Q mva� c U) O N > APPROX. LOC. SCALE 1"=20' w MLu VARIABLE WIDTH PERMANENT UTILITY 00 MATCH EG STORM MANHOLE 0 EASEMENT FOR 0 20' 40' PAVEMENT\ \ TOP = 375.92 GG� -'3g5 \ / i 386.9T \ 24"RCP INV IN = 365.72 _ �I, F �- D.B.VIR1741 POE. 63R vi J t II / L / 24"RCP INV. OUT = 365.27 \ \ CURB INLET 0 TOP = 374.52 I II \ 18" RCP INV. IN = 366.52 24" RCS ml* I m II \ _ - __!- � � = - - - /ems FLOO100 D R I \ 24"RCP INV. OUT = 366.42 _ _ ®� tJ�g,( �� FLOOD PLAIN 0 PER LOMR BFE F ®� CASE NO. -03-0726A > w 17 �wo \ \ /i�/ JF0 / \ \ STATEDAM = APPROX. LOC. VARIABLE WIDTH PERMANENT UTILITY EASEMENTFOR RIVANNA WATER & SEWER AUTHORITY D.B. 1741 PG. 63 vP BREAK u 0 INUNDATION Z ZONE O °y_JEO/ / / \ y 90 P ` ; DATE � �\ 161 N 0312112023 % O GQ�JG \ °ppZ 3"DE OU. CU B O A } DRAWN BY o - M. DENHARD 18 / Jp0 _ \ IG 0 0 ° 12" RCP 1NV gV = 6.66 CURB INLET / / / / ONP \ 1�0 \ � �12"RCP INV. OUT= 6.46 24840 DESIGNED BY TOP = 384.66 / i / / �$� \ \ \ \ 0 0 ° / 9 / \ G 28 WM • 12" RCP INV. IN = 378.46 / / ' / i / =//- / j OV4 \ 14^MAP o 0 0 0 0 / \\\\ \ / ° STEEP SLOPES PRESERVED (TYP.) • M. DENHARD 12" RCP INV. OUT = 378.06 - / / b o G'�/-�`��G \ \ o ° m I ik����\O • CHECKED BY CURB INLET %' / ' % ONP \ o ° ° \ I I \\�� 1 s P/D: 04500-00-00 TOP = 379.41 / / . ' // ' / \ ° , ��' I - I ° I �G • B. CICHOCKI 18"RCP INV. IN=375.21 /i'� //' i J # \ \ 0�� I _ I ����.� o I > C/TYOFCHARLOT / ' \ ° ' ' ' \ \ 8" WHITE OAK �� ° 1 �6� yiC\ LOT 067A • SCALE 18"RCP INV. OUT = 375.11 / i / j \ o o ° P \ RGP 1 \ \ \ FFE _ �\��1 '' 1 "=20' �j�' \ (� o O 12�` i ' 373.52' a, \ �w �'� • IRF 0 ? Qv�29 /' ' '/ / /� \ \ /�\ SEE GRAD LAR T 001 JG� .0.. L _ ONTHIS S \ \\ HVAC SYSTEM 0\ C INL /LF� • Sli� �_'\ \ \ 4 TOP 372. \� / ' / OX. L I I \ \ \ PO \ 12" RC NV. IN = 366.8 PyQ�P / / ' / JG� / / IABL TH-1 I I \ \ \ 15"RCP V. OUT = 366. NENT J (/ Y EASEMENT 11 I 3 ✓� _ - � CONC. o \ W 2 10" LE FOR VIRGINIA II \ _ i _' /' / FFE= FFE=373.54' \\ °0 \\\ 0 POWER 388.00' \ ° O D.B. 1741 PG. 63 I I FFE = 373.56' \ 0 j \ `�CURBINLET \ 00 \ W TOP = 386.51 \ \ TC I I " F = 12" RCP INV. IN = 381.31 \\ ° 0 \ / 14"MAPLE 386.50' _ / �1 \ � / \ 12" RCP INV. OUT = 381.21 0 JG� / 3g I I �- - / 3 .or STONE PAD 0 O (%) / 29 6 II \/�� W ENERAT \ O \ Z JGII 386.60' \\ / BRICKBUILDING \ JGP o \ Q 1.29% TC II \/ 23,314S.F. J 14" LE 3a TC 2' \ I I 386.58' / \ #2535 / / \ \\ 5� a_ / �fp6°1° II 387,00� 0\° I \ - \\ \ ` ui / RF / /� GRATE INLET FFE \ H� / � °o I TC i 2 - 0 0 \ TOP = 386.12 373.48' 1 Q PROPOSED / / /\JG'l / / ' M 3167.a9' ' 387.28' �� 0 \ \ \ > 3C \ 12" RCP INV. OUT = 382.02 \ , ^ Z / v / /� \ �' C 386. '\\\ \ \ \ L 388.91' \ ° 87.65' 38 00' \ \ 1\ 11 \ _ \ - < \� �\ / _3 7.00' - \�� \7�, FFE = \\ w O it / 373.46' \ q co Q 388 �\\� \ a od rc 2 3gg �gggg 1Z9DECl UOUS I 389.20' \ \ \ \ .o _ \ p APPROX. LOC. 30' l/ -- - \ i VIRGINIA POWER }} ------ - --- ASPHALT \ \ <) \ \ ° \ a z G� GRASS / EASEMENT CONC. \ °0 \ -0" i = Z ____________________________ - -W - --TC - - _ w - - - - ------------------ D.B. 1084 PG. 194 \ \ \ 389.23' BRICKSIGN i \ \ \ `" Iqc_�� _ N / FFE- \ \ o \ J ° °.�' o o - -- ------ - _ W Q ________ - 373.48 / fh-- i `vest \ 0 \ o ______ _______ \ 00 \ \ o ° JG I I o // �� / \0 W j ! ECID US \ ------ - PPE o- ----- - ---- - APPROX LOC 20' R=45.00' / v"MAPt� \\ \ PPE `\` v W EASEMENT \ \ \\ °00 LL W L=24.14' V I \ \ \ 3 \ D.B. 1045PG.337 h T=12.37' �� DECID OUS \ \ \ \ \ ROOF D.B. 1064 PG. 637 W 4 =30 7'14" " \ 4"MAPLE \ \ \ \ APPROX OVERHANG FFE = ON4 \ I\ I C6=S42°1T14'E (J� \ EASEMENT \ 373.4Tcro C=23.85' Cn \ ��� \ \ \ \ ENCROACHMENT & \ \ 4"MAPLE \ ASPHALT \ G' \ \ MODIFICATION `z \ \ 4x4'COLUMN(TYP.) can Z APPROX. LOC. 15' \ AGREEMENT 4 FFE= \\ ® \S I Z Q WATERLINE \ \ D.B. 4895 PG. 137 1 \ r6 387 373.45' 9 m m EASEMENT \ \ \ 1 \ L�3 --41N" E D 2.4k2.4'COLUMN(TYP.) D. B. 471 PG. 126 \ AS SHOWN ON \ \ P/D: 045B1-06-00-OOIBO 1 \ I O w o 0o N N D.B. 1045 PG. 337 \ RIVERS/DE MC OWNER LLC � ' o o 0 2 0 \ STONE BED FFE = I rn n \ \ DB. 5594, PG. 149 p n m n / \ \ \ \ APPROX. LOC. 20' 373.44' CARRSBROOK D / `�\ \ GRATE INLET WATERLINE PARCEL D-18 \ - CONC. TOP = 386.07 EASEMENT JOB NO. \ \MILL AND RLAY \\ \ LOT 001B0 D.B. 1095PG. 745 50413 ZONED: HIGHWAY COMMERCIAL \ 7 M . 2% GRADE D.B. 1505 PG. 332 ^ SHEET NO. LANDSCAPE AREA / X' y`^G J• L \ WATERLINE ON 15' \ EASEMENT LOCATI\ / \ \ D.B. 1045 PG. 337 \ MILL AND OVERLAY \ � NETWORKUMO APPROX L \ \ \ \ D.B. 1064 PG. 637 �� \ \ MIN. 2% �RADE c31uD EASEMENT D. B. \ PERMANENT EASEMENT \ 5181 PG. 475 D.B. 851 PG. 416 \ \ \ ` \ \ FIRE HYDRANT. , 3'87.i5' I / / \ Bryan D. Cichocld 7. \ A ROX. LOC. h - / / 5 20' ATE LINE / , / \ \ I ic. No. 53741 SE ENT / ` \`\/ `. G Y ®/ / / �� / / ^ APPROX \ 03/21/2023 D. PG. // `'\ J / /\,\ \ WATERLIIVZ \ �o��SSIONALC'1Y' l✓ /' SpN gASEMENT \ I\ G — —\ — _\ A \\ :' // Pg 637 \\ \ SANS vl__ _ — — SANS AWN ; _SANS— �\--------' \ II\ __ \ \ LLLL 0 SANS ------a� v°`y'o z SANS \ \ — — ` \ w O m l�GP—+`` _ _ =USae = — — UGP \ \ - ® ® — — �— \\ II II I \ I \ I s X u I \ \C \ \ vLL pR=181.00' � \- --------LnL=133.47' = vN z T=69.94' I 'i —� \ \ / x ¢' n O A=42°15'05" I \ I I / \ F v V) C8=N53°2T59"E / I MANAGED OR C \\1 \ \P wry w C=130.47' PRESERVED x \ SA r� I I I I STEEP SLOPES I EAS 00 D.B. APPROX. LOC. 20' j j SEE GRADING ENLARGEMENT / \ {— PERMANENT I� I ON THIS SHEET \ \ \ I I \ EASEMENT D.B. 873 PG. 283 II j II \ \ \ \ o D.B. 877PG. 385 I y I\ \ O 1 1 II I 0 > w I APPROX.LOC. 20' I I I \ = a WATERLINE 11 I \ ¢ O { \ EASEMENT z D.B. 851 PG. 415 I I I O DATE I I D.B. 863 PG. 159 _-------r----� 1 I I \' > I D.B.2107PG. 659 APPROX LOC. 20' I II I I I 03/21/2023 1 y7 WATERLINE I I 1 1/ I O EASEMENT I O ; I I I } DRAWN BY D.B. 851 PG. 415 - - - STEEP SLOPES PRESERVED (TYP.) D.B. 863 PG. 159 I j II / M. DENHARD B. 2107 PG. 659 O OO • DESIGNED BY ,;,- , 'I i/// I111 � • M. DENHARD / 11 J / 1-_-____ 8" VEHICULAR ASPHALT. / ,/______1 1 • CHECKED BY � I 11 I, RATED TRENCH ------- - ' ' -------------- J DRAIN // I B. CICHOCKI _----------- - I • ---------- - SCALE _ - / I 11 --------------------- -------------- 11 I / / / ______________ ____________ --------------------------------- ASPHALT / ` - - - - - W /O Ui \ SpN I / / 388.30 \ -8IN"DECiDU01✓5/ � i MATCH EG TC 388.07't MATCH EG- PAVEMENT MATCH EG 387.76 PAVEMENT '3 387.78't MATCH EG TC 388.11't --- __.. \ \ \ \ PROTECT EX COLUMN \ 387.94' MATCH EG P 388.18't 6 It It `1 / \ — SA —u ;g — =I 11 MATCH EG PAVEMENT I ° 387.58't MATCH EG TC KEY PLAN 388.01't / MATCH EG TC 388.03't I MATCH E O PAVEME Cl 387.66' kOTECT EX BUILDING O I I o I o I MATCH EG 388.23't MATCH EG MATCH EG 388.18'3 388.23't SCALE 1"=5' 0 5' 10, P/D: 045B 1-06-00-001AO JOSPEHA DEALU & ERIN R HANNEGAN DB. 5082, PG. 215 CARRSBROOK D PARCEL D-IA LOT 001A0 EXISTING POND KEY PLAN ^� Q 1..� ^ w�I� ~� ; V V w z z_ja a ~ m 0 J a od 0 z a O 0 W"z (D Q r4 LU 0 0� V / Q a� 0� Cn SCALE 1"=20' W 0 20' 40' cco D JOB NO. 50413 SHEET NO. C5.1 L 00000000 000000000 O O O O O O EXISTING TREES (TYP) O O0 O 00000 O O 10+�� 500' SDL -�_ 12+g0 14+00 10' 1 • 41S • PROPOSED SIGN PROPOSED LANDSCAPE (TYP) 0000000, O O 00000 0 1� 1g+o0 18+5�_—i--j � 16+00 _ SCALE 1 "=40' 0 40' 80' 27()CT5500'SDR 41..ri 410 0 410 0 50 PRO ILE SCALE HEIC HT OF EYE _ .5' 500' SDL 405 405 TOP OF IGN STRUCTU E 400 400 HEIGHT OF SIGN LEGIBILITY 395 395 � 11.5' 500' S R 390 \ 390 \ 385 385 380 380 \ H IGHT OF EYE 3.5' 375 375 370 370 365 365 APPRO (MATE BRIDGE: ELEVATION 1 360 1 360 h L M. �O c0 �O �O R R O O o� rn cd cd �ci ri N rn N � Ri v �i of r. cd v r. N ed c0 v N ch N ch rn M M rn M rn M rn M rn M M rn cp ro cy m ch m ch m ch m M M m M M m M Bryan D. Cichocld lic. No. 53741 03/21/2023 IN M E 0 0 u N � N 0 Q O > E w v E w w 3 Q LL o 3 p LL — w O `m 0 W M Q� j i52 J — uj m rn C7 Lu rvv U x p Q � LL ti X N xv >� F Q 0 Y � N 00 W M a� M 0 x C7 0 p w W x Z 0 W > K 0 0 CL O ce H Z O a_ L7 LU w p Z O N W w p DATE 0312112023 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN V 1 z w W ,.0Lu I^^.L Q U zQcl) Iwo 0 O (� z U) LL �z O � r� w U _V c) U7 1-4 V) 0. W LL JOB NO. 50413 9+50 10+00 L 11+00 12+00 13+00 14+00 15+00 16+00 Sign Sight Distance HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 17+00 18+00 19+00 20+00 21+00 21+50 SHEET NO. C6.0 s0 PLANT KEY TREES BOTANICAL NAME ACR BUE ACER BUERGERIANUM ACE RUB ACER RUBRUM CER CAN CERCIS CANADENSIS QUE PHE QUERCUS PHELLOS GROUND COVERS BOTANICAL NAME LIR VAR LIRIOPE MUSCARI •VARIEGATA- OAP/ 0 j' OAP I I _ ell 'EX� G TREEJORE� \ \ \ �-- / 1RtVER IB RCH tiA JP�p - / JPD / /� 1 3�DECl OUS I " — EXISTIfy"`61EfiO RITI �� \ JPo NP 51 /� \ \ l \ g' % \\ ISTING TOPPED TREE TO BE 9E oU 910�° ° OVA REMOVED-ySU6AR MAPLF \ \ \ � o 0 0o I \ (2) ACR BUE ° \ OVA \ \ \ o ° ° Q ° ° (7)ACE RUB 1 \v` G 8"WHITE OAK\\\\\\\°° I PFIROX.-EXISTIN E 'DRIPiLINE - TYP. \ '' I o \ �'�-EXISTWO—TREE TO REM � \\ \\ ° 1\\\ov \\\ V ' /�/7U L o PSQ\A IS NG jREt�C REMAIN G Z RED MAPL 385 (1) QUE PHE — o EXISTIN E TOR N / SUGAR LE / / (�) — \ / Ir o / o EXISTING TREE TO BE REMOVED � 14"MAPLE° - SUGAR MAPLE I \ ` J i ° EXISTING TREE TO REMAIN / J \ i I o PROPOSED ' � \/ o000000000 i \ c SIGN -SUGAR MAP / / / G EXISTING TREE TO BE REMOVED jJ� © / - BRADFORD PEAR 14 LE- 0 1°d 84008100 i Jv u \ i o / BEDLINE J \ (1) QUE PHE (3) CER CAN QUE PHE (265) LIR VAF --w i---w--- � I ---------- 0eB - 5 ECID US MAPLE \ \ B8 ------ \\ ASPHALT \ GRASS \ \ \ PID: 045B1-06-00-001BO \ RIVERSIDE MC OWNER, LLC \ DB. 5594, PG. 149 \ CARRSBROOK D \ \ PARCEL D-18 \ LOT 001B0 ZONED: HIGHWAY COMMERCIAL \ \ KEY PLAN SCALE 1"=20' 0 20' 40' STEEP SLOPES PRESERVED (TYP.) Gjy PID: 04500 -00-06 CITY0CHARLOT LOT067A1cP0 2 \ �Z \ \ \ \ \ \ q o \o p o ` o 0 \ ° o \ p ° ° 3" \ \ a 3878 0 --41N" E D US /\ \ I \ \ ® \ \ LANDSCAPEAREA m C \ SCOTT W. WILEY No. 1629 j, 05125/2022,( Lm \ zz W w }O }O z Z 00 z O m m aU) N V U) z U) N w O � � U) 00 w LULU � as g g v v U) U) 00 Lu 0 DATE 0610312022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY S. WILEY SCALE 1 "=20' W O z a a > Z V w 0— J z� w U i Q � LL `L O Q J m Z 0 0 Lu Luv J Lu I..L Lu cro D JOB NO. 50413 SHEET NO L7.0 L a_ FIRE HYDR47Vfi \12 \ ) 8IN" DECIPUO/S 93 \ ('a 91.18 / \ \ IN"DE DUOUS 2439 IN"DE IDUOU G \ \ — _ G \`t'_!i 388. / \ \ 1 377 — — — \ \ _ y— SAN FS'PN�� S -8/N"DECIDV ! \ \ 1.70 T — SAN— 2431 IN"DE>CI UOUS _ _SAN— 392.92 — - - _ _385AN — SAN— \ — — — — — G \ I I -6IN" OUO \ \ — SAN— _\ I \\ _ _SAN-- �� ------ \ \ I I % _SAN— — ` —SA / , 0 _ 93 ' II , I { I I I\ , , 'y I Cq II II I 2862 u I I I 389.14 I 1 3i 1 1 -SAP-CLUSTER"DECIDUOUS PID: 045B1-05-OC-00300 \ STEVEN E. GRIFFIN DB. 3957, PG. 327 CARRSBROOK D LOT 00300 SCALE 1 "=20' 0 20' 40' II , ---------- ,, O M STEEP SLOPES PRESERVED (TYP.) o ' II , _ I = ASPHALT, - - --------------------------- -------- --- ---------------------------------------- ---------------------------- --------------- ---------------------- / g ------- ' '`/\ ' ASPHALT PID: 045B 1-06-00-OO IAO JOSPEHA DEALU & ERIN R HANNEGAN DB. 5082, PG. 215 CARRSBROOK D PARCEL D-IA LOT 001A0 EXISTING POND KEY PLAN SCOTT W. WILEY No. 1629 j, 08/2512022,( M E FO N Z Z > E v E 00 w V V 3 }} } I_ w w UMt 3 Z Z p LL 0 w0 m6 00 ¢jVo�'o V V Z Wi-� 0 mm U) N z F i M a d F 0 30�x a �N & aj LL w (n= vry Z Z Z � > � � F U) 00 °ry LU LULU LU � H gg U)U) O 00 x z 2: 2: 0 F p N N w N N W F 00 N N �Ln Ln UQ p O N Z O O 0 t/I DATE 0 r 0610312022 DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY S.WILEY • SCALE • 1"=20' 1 am z 5W W 0 a a w/ u� / Z • l w 1 1 z �U JI w C/) � m � J Q Z 0 z Q J z 0 O LU w v J Fa -- I —I W I..L LU LL D JOB NO. 50413 SHEET NO. L7.1 L Conservation Plan Checklist —To be placed on Landscape Plans 1. The following items shall be shown on the plan: Jff Trees to be saved; 2f Limits of clearing (outside dripline of trees to be saved); Jd Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; Ar Proposed trenching or tunneling beyond the limits of clearing. 2. Mar ' : All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ,W No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E ui anent O reration and Store e: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: 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 Fencin : Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: When the ground level must be lowered within the dnplme a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchin and Tunnerm : W hen trencking is required within the limits of clearing, it shall be done as far away from the trunks of pees as possible. Tunneling murder a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleaner Jt� Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 46 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER'S RESPONSHtHdTY TO CONFER WITH THE CONTRACTOR ON TREE CONSK REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT (DATE) DECIDUOUS TREE - STAKING SPECIFIED -W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE 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 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF I SET ROOTBALL FLUSH TO 1 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALLI ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE ON PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI PLANTING SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE CANOPY TOTAL ACR BUE 2 ACER BUERGERIANUM TRIDENT MAPLE 2" CAL. B&B STREET TREES 125SF 250SF ACE RUB 7 ACER RUBRUM RED MAPLE 3.5" CAL. B&B STREET TREES 510SF 3,570SF CER CAN 3 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. B&B UNDERSTORY TREE 124SF 372SF QUE PHE 3 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B PARKING LOT LANDSCAPING 400 SF 1,200 SF GROUND COVERS QTY BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT I SPACING LIR VAR 1265 1 LIRIOPE MUSCARI 'VARIEGATA' VARIEGATED LILYTURF 4" POT 1CONTAINER 18" O.C. EXISTING TREES TO REMAIN QTY BOTANICAL NAME COMMON NAME DESCRIPTION TYPE CANOPY TOTAL 1 ACER RUBRUM RED MAPLE 10" CAL. - SINGLE -STEM STREET TREES 550SF 550SF 3 ACER SACCHARUM SUGAR MAPLE 10",14",14" CAL. - SINGLE -STEM STREET TREES 850SF 2,550SF 2 BETULA NIGRA RIVER BIRCH 3" CAL. - MULTI -STEM STREET TREES 464SF 928SF EXISTING TREES TO BE REMOVED QTY BOTANICAL NAME COMMON NAME DESCRIPTION TYPE 2 ACER SACCHARUM SUGAR MAPLE 14",14" CAL. - SINGLE -STEM STREET TREES 1 PYRUS CALLERYANA BRADFORD PEAR 12" CAL. - SINGLE -STEM STREET TREES MULTI -STEM TREE - STAKING SPECIFIED DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER 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 TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT = 9,420 SF LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 6 EXISTING LARGE TREES SEMINOLE TRAIL 438 LF WITH INTERSPERSED 438135 = 12.5 13 LARGE TREES 7 PROPOSED LARGE TREES FLOWERING TREES + 5 UNDERSTORY TREES LANDSCAPING OF PARKING AREAS per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 21 PARKING SPACES 21/10 = 2.1 3 LARGE SHADE TREE 3 LARGE SHADE TREES PARKING SPACES NOTE: -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3 PLAN VIEW: -7 HEIGHT VARIES WITH PLANTS 12" MIN. f 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 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING SCOTT W. WILEY No. 1629 j, 08/25/2022,( CD ME �F O N Z Z > E ai E. 00 w _ — V V } } �U a) Qti 3 LL ZZ p LL 0 w 0 m 00 ¢j V V Vo�'o Z ru w — O Ca ra U) U) C7 Lu Nv Z F i M a d F 0 30V)x �N w � in i v ry Z F W F Z F0>Lo �� U) 00 0 ON w W IZLI 00 CD gg U) U) O 00 = Z Z X X 0 O F p N N w N N w F 0 0 2 Q lr 0 a �00 Z 00 O DATE V1 0610312022 O DRAWN BY M. RACHNER } • DESIGNED BY • M. RACHNER • CHECKED BY S.WILEY • SCALE N/A U) z LU LLJ W0 J 0 O�// LLI /C)L = ILL U) Z a Q (� w a v J z<06 m () J J Q oC 0 O a LU I..L ? 0 O LU " z 0 IZ H4 Q U I..L.. 0 LLI z LL JOB NO. 50413 SHEET NO. L7.2 L