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HomeMy WebLinkAboutSDP202200037 Plan - Submittal (First) 2022-06-06UVA RIVERSIDE PARKING IMPROVEMENTS SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: 045B1-06-00-001B0 PARCEL AREA: 9.47 ACRES DB 5594 PG. 149 OWNER: RIVERSIDE MC OWNER LLC C/O ALTUS GROUP MINOR SITE PLAN AMENDMENT SDP89-033 SITE PLAN AMENDMENT NARRATIVE: THE PURPOSED OF THIS SITE PLAN IS TO AMEND SDP89-033 TO ACCOMMODATE THE FOLLOWING CHANGES: 1. THE SELECTIVE REMOVAL AND INSTALLATION OF ASPHALT, CURB AND GUTTER, AND STRIPING FOR 20 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 PROPERTY SIGNAGE ALONG SEMINOLE RD. 5. THE INSTALLATION OF TWO ACCESSIBLE RAMPS. LIMITS OF DISTURBANCE: 9,570 SF ZONING: HIGHWAY COMMERCIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR AIRPORT IMPACT AREA FLOOD HAZARD 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: 349 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. CRITICAL 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: BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO280D, PANEL 280 OF 575, EFFECTIVE DATE FEBRUARY 4, 2005, THE PROPERTY SHOWN HEREON LIES IN ZONE AE, SPECIAL FLOOD HAZARD AREAS (SFHAs SUBJECT TOINUNDATION 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. COUNTY OF ALBEMARLE, VIRGINIA 06/03/2022 SITE LOCATION F -44 4unday Cemetery �ro co �2 29 C,at,sy<ook,Dir- - VICINITY MAP 1"=1000' 29 Do,OP� G�utester :forgo^at^o ,L©2022TomToma JG 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 C7.0 DETAILED LANDSCAPING PLAN C7.1 DETAILED LANDSCAPING PLAN C7.2 LANDSCAPING DETAILS & PLANT SCHEDULE TOTAL NUMBER OF SHEETS = 14 ryan D. Cichocki 'Z Lie. No. 53741 ,1�1 &81zZ 'ej f H w H DATE 06/03/2022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. Q > D ]OB NO. 50413 L SHEET NO. C0.0 GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (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 A117.1-09. 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. 1 0 A I �Npr fQllr 0 T R-1 --200 --- - 200 - + 240.5 TC 240.5 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 LEGEND STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT CENTERLINE OF DITCH BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PARKING COUNT SEWER (3�--SEXISTING SANITARY SEWER S�SAN-0--OS PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE 6• Wy PROPOSED WATER LINE 9 6• Wy PROPOSED VALVE -}ZF 60 Wy PROPOSED TAPPING SLEEVE 1 "d Y PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BIN = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT ■ %//I m 8A /d � /:Te10 DIN xiI :2:6� PRESERVED SLOPES ryan D. Cichocki Iac. No. 53741 (040Z of M O x c� 0 p w w_ x z O W 0 O CL O ce z O a_ u cJ In W 0 z O N w w H DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. L H JOB NO. 50413 SHEET NO. C1.0 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) PER VDOT HANDICAP SIGN /LOCATION (VAN) 8' 1 5' 1 8' 1 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES SIGNAGE NOTES: 1 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 STOP SOLID WHITE LINE 24 r(TYP.) I� 12 �ji STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 1 6' 2 � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale XV DOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING NEFERENCE SHEET 1 Dc N REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303 02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R COMPACTED SUBGRADE 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE CELLODENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 4"MN i- CONC CURB AND GUTTER CLASS 3A, (Fc=3,000 PSI) CONCRETE VDOT STANDARD CG-6 CURB & GUTTER No Scale CONTINUE 21B STONE BASE FROM ADJACEN- PAVEMENT SECTION UNDER CURB 1 VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale RESERVED PARKING PARKING E. m R NAL' PBJALTY Rao - WO FIDE SIoO - $500 RE TOW AWAY ZONE TOW AWAY ZONE TVAN 6' ABOVE AOCE33BLE 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 ryan D. Cichocki Uc. No. 53741 (040Z nE 0 U N � N C > E W a E w a) 3 Q LL 3 p LL — W 0 0^y LY W L M Q� J U 00 -i — (A N N (� W w � 30'x In = N =v>� ~ c u) E ON N W M d � O W UJ H CL O ad z O a_ u U) Ln w 0 z O U) w InIf DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. U) z W W 0�/ ALL LL Q U) > (V � J_ Lu Q z<w �--� w 0 m Q 06 LL O U)LIJ a � 0 w ° Z H4 V ry Lu LL L H JOB NO. 50413 SHEET NO. Cl. 1 ---------------------------------I C2.1 00 C4.0 O 0 C5.0 00 00 C7.0 °°° ° ° I p O ° O O O0 O ° o 0 ° 0 0 0 0 000 0 I 0 0 0 °y ° °1-110 It ° o — II-- °8 ° ° ° °y / 0 gG� 190 ° 0 0 p Gi '18� J _ %< �� o o �o 90 opt \ n 1 B \ O 0 o Gl / 20 II 85 \ t/ II \ \ o i/ 138p I\ _ -_ 0 p o °- o 0 0`l�0 o OAP o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0lo O 0\\ ° °O ° p \ - O o O `0 387 \� \ 0 9 ° ` ' 0d p O ° ° I '0 1— — ° 4v° _ am 000 { �s, °°°�N ° ° R445.00' o \ p a T=12.37' 0 ° ° A =30044 20" CB=S42'17'14 E \ I o \ 0 I C=23.85' 0 % 0 0 \ ° o o \ 0 0 0 1 r^ ° o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ \ 0 0 0000° °°°o0Opolo°ppOO°000°°0 �`A� // ° ry `\\ \ \ \\\0 0 R-45.00' 0 o 100000 ' \ +� \ co o T=11.92' O° 1 I p 11 a ° ° d 0 A=294044 0o R,181 Q�� ♦ \ \- --39>- p\ -�\� iP g�� p°° '31 Q. °°o o CB=S69°5007"W 1 133• �+ 0 390• �\ am ° ° v I A' " — 7l II �/ O o 028.05 T;6g, p5 E • \ \• 0 0 0 ° 0 1 ° 0 0 0 0 O ° ° 1 A,4 Ny3a 'S9 k-- UGP— — p \\ II ° ° ° ,� p ° 0 b GB13041` ``- o \1j1 0° ° cY�P ' I °000000000000000 Aor 'zoo. 0 ° I o ° 0 rw, I� —1 1 0 °op w —r o —` PIS ° �° 0 o o o o o o o o o o o p � _1 ° —I II o p pO°00 w ° 11 / ° I ° o a' ° I I ° p Nc? ° II I ° 0 0 0 FZ) O o o M o i0 • • • d I 0 o I,,,./ I of 00 -¢ . / // III I w o // ao OD ■o=� // 1 o // 0 ro o '�� ° 1 0 /A 0 0 i o o� °\ - 0 0 0 o ° 830,85' S61038'29"W ° I I \o a I I I C2.2 C4.1 C5.1 C7.1 SCALE 1 "=20' 0 201 40' ryan D. Cichocki Uc. No. 53741 (040Z CL O ce Z O a_ u V LU w 0 Z O N W W Q DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=50' 1— ui LU LL Q V LLi z� Q H� w i Q LL Q r a z 0 W " c) 1-4 0C W JOB NO. n II ui w U) 50413 SHEET NO. C2.0 LEGEND: REMOVE ASPHALT REMOVE EXISTING TREES REMOVE EXISTING SHRUBS \ \ O j ° 0 O O O 00 ° o / / o /No 0 o 0 O 0 o R=45.00' 0 ° L=24.14' / 0 ° T=12.37' 0 0 ° A=3004420" 0 ° CB=S42017'14'E 0 ZONE AE 0 0 0 0 ® REMOVE CONCRETE 0 o ° ° °o---------- SAWCUT ° ° ° ° o ° ° 0 ° 0 " REMOVE CURB 0 O 0 0 0 0 0 0 0 0 ° o ° 00 KEY PLAN O O O O O O O O 0 ° ° ° ° O o ° o 0 0 0 0 0 0 0 0 0 o ° 0 0 ° O O ° o 0 ° O O ° ° O O o ° o O O O O O O 0 0 0 FLARED END SECTION ° 0 0 0 24"RCP INV. = 362.94 ° o ° _/° Y ° ° o ° 0 0 O ° ° ° p O p STORM MANHOLE? o\� O 0 0 0 ti TOP =375.92 �I I _-- NP / °$° 24"RCP INV IN = 365.72 I I _ O 0 24"RCP INV. OUT = 365.27 o CURB INLET _ - ' ' -r I ` \ \ OAP ° O TOP = 374.52 _ ° ti 18" RCP INV. IN = 366.52 -9�FZGP _ - -_ �\ ° o 24"RCP INV. OUT = 366.42 _ _ `_' _ �� t1�g,1 / w� ° 0 /i•_ o / / _ 1_ y/ \ 0 0 Oy/1.i'/�/// of° , O°o JG1 / \ \ \ o 00 0 CURB INLET O o 0 0 T P=375.46 0 1$ /ice' �' po� '80 �� \ IG� 12" RCPINV.IN-36 .66 \ o CURB INLET / / / / `0 / \ 00 / = \ #A24840 0 / / � � � P ` \ 12" RCP INV. OUT - 69.46 TOP= 384.66 ��/ . �$$0'.% ` \ .� \ ^� ` \ \ \ G0028 WM'� °O 12" RCP INV. IN = 378.46 / \ I / 12" RCP INV. OUT= 378.06 / / %_ /- 4/ \ \ ON 1 \\\\ °0 CURB INLET oNP \ \ \ \ / I I \ \\ 1 0 TOP =379.41 / / /' // ` \/�'�� 1 - \\\\ I ° 18"RCP INV IN=375.21 /%' / / \\ cPrn % /��// 1 / - - \ \ \�\\\\ I N6 °o 18"RCP INV. OUT =375.11 / �/ j / \ I \ RGP -o I \ \ \ FFE=\\\2' 1 O �= o *-07T 52' \ \\ �C'� 1 S.0 �6: o / // / i G'( �' Tic \ \\ j0j, o Aft/ lRF \ /\ 1 09� \\\\I ° 9 O ♦�'� /// / / JG\ \/, \ \ \ \ HVAC SYSTEM ZONEX \ \\\ V N \ \\ \ C INLET 0 RO / / �� / / _ \ \ \ \ \ TOP 372.64 0 ° �( / / �,.-� II ��\ \ \\ 12"RC NV.IN=366.89 o PS&F / / ' / 061 / / P \ I I \ \ C< \ \ 15" RCP V. OUT = 366.64 °O REMOVE CURB / . ' j / ' �/ \ \ `I 13g5 \ / \ \ \\ C\� °o CONC. A' / FFE _ \ \ \ 0 REMOVE EXISTING / /' / / 2022 ' _ _ - / _ 388.00' \ \ OZ 0 TREESjjNp,Z`FFE FFE 373.56' \ ° 0 Ir' REMOVE CURBINLET O �STRIPING TOP =386.51 o \ \ 0 12" RCP INV. IN = 381.31 \ o 12" RCP INV. OUT = 381.21 @ \ 0 C REMOVE EXISTING / 3a / �G1 / ��� `� II -0 a8 0r STONE PAD \ / 0 SHRUBS AND LANDSCAPE / / / /�� / `�?�/ I I \ C� W ENERAT / \ O 0 BOULDERS ' ' / ' /i 1/ ' ///�� /� I \ ao GP 8 0 G / / v w SAWCUT / \ RF ///// GRP=386.12 - FFE = \\\ ° 0 0 0 000 0 0°0 TOP = 386. 12 373.48' \ \ o ° o i \ 12" RCP INV. OUT - 382.02 0 ° 0 / 0/ o�4�/// i \ -\\\ ,� °opO� 0 0000000000000000000000000000p0p0pO obo00 00 /° '\ 1' \ / - - 0 O o 0 0 0 0 0 0 \`o\ ,pC o 73.46 0 0 0 0 0 g 0 0 00 °° \\ o / 0 3$ ' SHRUBS \ - -_-- 00000 \ ,p o0 C=23.85' m N Z 7-0 0 1 �/� \ 4 o ° ° ° ° ° ° o ` \ ` 3a�. REMOVE CURB \\J\\ I/ \ \ °o imms\ \ o J` 0 Wes-* IT \ \ \ o V 1� �� o -0 0 ° o \ \?Ba\ SAWCUT (TYP.)T GRASS �� \ o '_-wwomw- 0 0- -w- �� I--w-i---w- _ \ w TO AL LI ITS O ECID DUS \ p - DI TURB NICE \ =9, 70 SF ff N" \ 'DECID OUSAr \ \ PP \ \ ZONE AE aO \ \\ ASPHALT 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 0 0 0 0 0 O° 0 0 0 0°°° O° O PID: 045B 1-06-00-001 B 0 RIVERSIDE MC OWNER, LLC DB. 5594, PG. 149 CARRSBROOK D PARCEL D-18 LOT 001B0 ZONED: HIGHWAY COMMERCIAL CONC. ROOF OVERHANG - 454'COLUMN(TYP.) 2.4 k2.4' COLUMN (T STONEBED - GRATE INLET TOP = 386.07 REMOVE EX SIGN LANDSCAPEAREA rr J J IONEY 373.44' / 0 20' 40' ryan D. Cichocki Ue. No. 53741 (040Z M E O U N � N C > E w v E w w 3 Q LL o 3 p LL - wO `m^ O W L M a� Vo0 J -u M � � N z W w IT 30'x !n LL p Q v = N N ~ c Lr' E00 N W M d � � H Lm z O a_ u V Lu W 0 z O In w w Q DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=20' W Lu O g LL � p Q LLJ •^' > 0 J zaU) Lu coO J LLLL O Q 0 O O U W " (c) 7 `_ H� 0� X Lu LLI LL D JOB NO. 50413 SHEET N0. C2.1 OhfhM O,O^cV�i o ° ° ° h h' O o o O ° ° O� � ud o ° o ° o ° 0 \ 1 ' FFE = 387.99' o ) 0 o \ / REMOVE ° 0 0 0 ° ° 00 Boa - N \ I STRIPING ryan D. Cichocki �. o ° ° o �� \ / / (TYP.) 0 0 0 0 0 ° \ \ \ 0 \ / / 1 lie. No. 53741 .b 0 00 00 0000 \ \ \ s8 > OX. DIR. / / / ®1 11 O+��iS' G1 ` \ 39� \ &IONAL \ s/ ' /s \ ° / REMOVE SECTION -of \ oFp/o ° nOF CONCRETE SIDEWALK �� i 6g•15, \ ,-\ \\ °°°0 / Mn¢>i D OO 0 ° ° ° °Uo 0 p° ° oER% o o0°o° 134\ 1 °0 94 MING (TP)'51 i EROS° r/ 42150 391- p-lis----- o \ O �wv >aOi ; 3 v/ 390 0o 0 ROH °0 AF0 ao o LL ° °REMOVE STRIPING (TYP) 0 w s 3 M - \ • \ \ ROH \ 1 ' SAW CUT 0 ° ° 0 y9l ° o w m o O 0 00 o au1NN a UGp_ \ • 0 \ I' I�1 I ROH ° 0 0 0 ° 0 C7 Lu M .+ qGP— — — — UGP — — — UGP - _ — 0 �_ \ i� o 0 0 0 z f ? a • \--- ROH \ i� 0 °° 0 0 0 30VLL U) ✓ \ / -' • Lu ROH FFE - 1 \ p I I STORM MANHOLE o ¢ C DEPRESSED CURB ° 1 I I TOP = 388.28 ° o v v z FFEW/DETECTABLE BOTTOM OF STRUC. = 354.68 373 91' ° ZONE X F c N DEPRESSED CURB WARNING STRIP o m V I o ° N ry > FFE = FFE _Lu w m! I FFE = 388.430 ((( ° a v / I W/DETECTABLE 0 III o w 4 � \ 393_ / I 393.33' 392,29' WARNING STRIP o 1 N -i 1 1 0 ° I 00 � 0 m01I o °�° �H Ro 1 - A IilI O ° rn o °°o °ALCOVE 0000I ° ° - °°DEPRESSED CURB o BUILDING o o o W/DETECTABLE 0 ROH ° M BUILDING 0 #2331 O °WARNING STRIP #�20 II 0 DEPRESSED CURB L9 ° I I I\ o W/DETECTABLE O --- -1 _ o ° WARNING STRIP = ° ZONE AE I I I o • o o II o 0 II o > w ° I I ' a Lu ° _ Q ° I I I3s o z O 0 r II A — - _ - 0 I '1 I I \ r STORM MANHOLE O I I I 0 FR'pF TOP = 388.81 in DATE ° I I I I ono/ 12" RCP INV. IN (W) = 383.21 > ° I I I s INV. IN (SW- ASSUMED CONNECTION) = 380.41 D 0610312022 FFE = 0 of / I 12" RCP INV. IN (SE) = 380.41 DRAWN BY 391.06' 0 M I I FFE= INV. OUT=35761 0 0 1 III 9 388.39' M. DENHARD /• 0• -'�/ III ZONEX DESIGNED BY ° RCP // I11 00 12 •• M. DENHARD ° ,-;=,- // 11 ROOF o _ ASPHALT J /// 1 • CHECKED BY GRATE INLET OVERHANG TOP = 390.12 _ _ ' -' / SAWCUT,('fN'P.) I 0 1 I 12" RCP INV. OUT = 387.32 I o — J • B. CICHOCKI o / % oI 0 I 0 / / / 0 11 tv I • SCALE 0 / // 0 1 11 A I / 11 o / / ° � 11 I • 0 / ////� 00 q 1 c� CL ZONEX x / �0 0 0 0 0/o/'o Q J�Q�Q� ) / - - - - RAISE & RETROFIT / _ GRATE INLET w ASPHALT /// � TOP = 385.96 / TOjAL LIMITS OF V. =' / 12" RCP INOUT = 380.96 / j /DISTURBANQE O/ / WITH MH RISER & COVER 9,570IF wLu CHAINLINK z / / FENCE O Q GRATE INLET TOP = 388.05 INV. OUT = 360.45 DUMPSTER ENCLOSURE LEGEND REMOVE ASPHALT REMOVE CONCRETE O---------- SAWCUT SCALE 1 "=20' REMOVE CURB 0 20' 40' KEY PLAN /LL � �L Cp G I --I w > 0 (� w J p6 v zaU) ocoJ LL O Q � 0 o O W (� Q Z 0 U) LI) 0� X W LLI cro JOB NO. 50413 SHEET NO. C2.2 L PROPOSED SIGN 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 I8" RCP lNV OUT = 375 11 0 0 O O O O 0 ° 0 ° °° LEGEND LIGHT DUTY ASPHALT PAVEMENT PATCH FOR CURB INSTALLATION o ° ° o ° o ° O ° O ° 0 ° 0 ° 0 0 0 00 KEY PLAN O O O O ° 0 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 ° o ° ° ° o ° O O ° o 0 ° O O O ° O ° 0 0 0 00 O 00 O 00 0 FLARED END SECTION ° ° ° ° 24"RCP INV. = 362.94 ° 0 0 _/Y° ° 0 0 ° 0 0 O O O �� zo O° I I ° STORM MANHOLE ON 0 000 TOP = 35.2 I I / ° 00 24"RCP INV IN = 365.72 I I ONP ° 24" RCP INV. OUT = 365.27 I I 0 CURB INLET _ _+ 0\1P 00 TOP = 374.52 _ � o 18" RCP INV. IN = 366.52 24° RCP-- - e` 0 24" RCP INV. OUT = 366.42 LJFJ00 0 / ° i• / / o ° #A 484058 00 / i °O /Jf0 / 161g0 ONF °o o CURB INLET OSA 00 TOP = 375.46 0 18 i Vpo / JG 12" RCP INV. IN = 369.66 ° / ONP 840 ° 12" RCP INV. OUT = 369.46 A24 G 0028 WM.x °o , / $ f PSQ�P / / / \3G1 /JG� / JGJ/ p2?G 2 / / ��\�\ °o 4�ON G �� O O / OVA P ��� o ����' / O'rn�o 0 P RG i FFE _ �� Q O ����\C'q tea: 0 373.52' Z� o GT IRF �.�� "'�, o O ° o HVAC SYSTEM ZONEX C INLET ° TOP 372.64 00 12" RC NV. IN = 366.89 o _p c� 15" RCP V. OUT = 366.64 Oo II CONC. �� 0 0 II 0 I I I I FFE - 388.00' OZ 0 ° OGS 9,E ADA ACCESS RAMP, II FFE 3�54 -O 0 Np0„52�2 WARNING ING STRIPING ARKING RE -STRIPING CURB INLET FE=373.56' o / J ti TOP = 386.51 °° I I 12" RCP INV. IN = 381.31 0 91 11 n 12" RCP INV. OUT = 381.21 @ 0 20' I I e" 18' 38 01' STONE PAD 00 18' 9, R4' . RZ 1 8.5' / c� W ENERAT O 8 JG�/ / 0G�/ O ........... ..j� ........... 11 #1 /JGP Oo / .'TYpj....... GRASS 5 ..(.. Rj . I I 24 / 0 ° o $o / / / ............. I GRATE INLET FFE = o ° 0 o O° G1/ i f / ZONE X ".'..... TOP = 386.12 373.48' 0 0 0 /J / _ 0 0 0 0 ° o ° /0 13. 00 18'(l P) 0 0 0 0 0 0 0°° 0 0 i 2 29� 5 ° 0 1 - ................'. 0' 0 0 0 0 0 0 0 0 0 00 /-`32 ..... o 00 0 0 o °./ LO o ° ° 0 LT o ° 0 o 0 0 0 o / 0 O o O o / 000 / � o / 0 o / o 0 o R=45.00' 0 0 0 ° L=24.14' o ° T=12.37' 0 0 ° A=30„4420" 0 ° CB=S42017'14'E C=23.85' m r N Z Z m • ZONE AE RT 9, dry o) 0 00000 ASPHA ----w----w- ASPHALT \ 12 RCP INV. OUT - 382.02 0 0 0 � z� o 0 O C O 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 °° ° O° O° 0 ° ° o 000000000 ooa�b?;po 0 0 0 ° 006F 0 _ °op0o 0 0 0 �\�Oq °p 00000o 373.46' °0 o \ ® i 0000 0 0 0 o O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 ° O O ° ° O ° ° O GRASS ZONE AE PID: 045B 1-06-00-OO I B 0 RIVERSIDE MC OWNER, LLC DB. 5594, PG. 149 CARRSBROOK D PARCEL D-18 LOT 001B0 ZONED: HIGHWAY COMMERCIAL CONC. i ROOF OVERHANG 454' COLUMN (TYP.) 2.4 k2.4' COLUMN (T STONEBED GRATE INLET TOP = 386.07 ADA PARKING SIGNS (TYP) LANDSCAPEAREA rr 373.44' / ONE ' pill 0 20' 40' ryan D. Cichocki Iac. No. 53741 (040Z CL O ce E E H z O a_ u V Lu W 0 z O N w w 0 DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=20' JOB NO. 50413 SHEET NO. C4.0 L O ° O ° O ° O ° O ° o ° o ° o ° o ° o ° o ° o ° 0 0 0 0000 ° 0 o o ° �Q� L 13341' 1'642 15,01 5g F- A ; y3 27, CB 150 A1' I SCALE 1 "=20' 0 20' 40' o ° 0 0 0 o ° ADA PARKING SIGNS (TYP) :lk O 0 O 0 0 O O 0 0 0 0 ° 0 0 O O 0 O 0 O H 18, JE AE I.y41 I II 11ADA ACCESS AISLE, I ADA CURB RAMP, ANO WARNING SURFACE 11 11 II Y II II II II II II 11 II II II II II II II II II II I II II II II II II � 11 2 II a II � II � II II II II I ° I II II it ° 00 • O 0 O / o I ASPHALT o / 0 _ ° % 00 11 �'III I o ° I I I I I / / 0 11 // ° 11 rv- O 0 O / // O O ZONE X O O o //o/ o ASPHALT / DUMPSTER ENCLOSURE FFE = 387.99' • ° O o ° ° ° ° ° o ° O 0 O o 0 0 0 O 0 0 O0o o O ° O 0 0 [FF,E H O O 0 ° o ° ° O O O O O O O 0 FFE = — 0 373.91' O O 88.43° 0 0 O ROH BUILDING #2331 EPRESSED CURB W/DETECTABLE o WARNING STRIP 0 O O 0 O O FFE = 388.39' ROOF OVERHANG 7 �— WHEEL STOP (TYP.) CHAINLINK FENCE 83b LEGEND LIGHT DUTY ASPHALT - PAVEMENT PATCH FOR CURB INSTALLATION ZONE X 0 0 0 0 0 O O O 0 0 O O 0 O O O O 0 O O ZONE X O O O O O O O O O 0 0 0 0 0 0 0 0 • ryan D. Cichocki Iac. No. 53741 (040Z Z O a_ U U) Lu a Z O N w w DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=20' JOB NO. 50413 SHEET NO. C4.1 L \ MATCH EG TC 387.90' / o MATCH EG TC 387.89' 1 \ MATCH EG \ O PAVEMENT O \ / 386 96' G 12 72' 0 1 00 ° ryan D. Cichocki Z 0 000 ~ ° ° Lie. No. 53741 °0 0 0 0 (040 ° ° ° ° �SSIONALOti 0 0 ° ° ° ° 0 O O O ° o °° KEY PLAN o 0 O o ° O N 0 0 ¢ o o ° O ° > E 00 0 ° 0°w ai E 0 o 0 > 0 ° N 0 LL o 3 ° O O p LL 0 0 0 0 w o m °o o ¢� VOMo z °o o W-J-N O 0 0 ° z>OM ° ry d00 00°0 00o C 00 0 3ona w�° ° a N LL \ \ d Q FLARED END SECTION ° ° ° ° ° R' = v N z KEY PLAN \\\ \\ ,' \ 24"RCP INV. = 362.94 ° o 0 0 0 ° 0/0° �Q� F v o N 0 o PYY✓✓' m w �� , i' �// ���//\I y'TF \ ♦ i i o ° o „/ o SCALE V=20' 00 w PP» STORM MANHOLE I I _ _ O\� 0 ° 0 000 0 ° TOP - 375.92 �7 I 1 _ _ 0 0 20' 40' JG�J�� 202'2 385 MATCH EG \ 24"RCP INV IN = 365.72 n I I pt\P o PAVEMENT _ - �17 _ ° N ,29 \0o II 386.97' \ 24"RCP INV. OUT = 365.27 ` \ 0 40°52 Y II \ \ CURB INLET _ \\Q ° O TOP = 374.52 - _ _ - _• \ p o 0 x \ 2�18"RCP INV IN=366.52 � o 24"RCPINVOUT=366.42I� ° °0 484058 0 0 Oy_JPp/ / / `\y 90 �O P \ °0° I - ; DATE i �s 161' Q pN o 0610312022 ,\ o O JG \`\ 1„OIk2 •, / CURB INLET OA ` 00 } DRAWN BY 1 I, RCP INV. IN - 36 .66 \ O M. DENHARD „ i JF _ i \ \ \ ON / �� #A24840 CURB INLET , i / / P o P \ 12"RCP INV. OUT= 69.46 • DESIGNED BY TOP= 384.66 ���� �$�-� ` . \ \ ^� \ \ \ \ G0028 WMx 0 0 12" RCP INV. IN = 378.46 ' o •• M.DENHRD 012"RCP INVOUT= 378.06 ON ° CHECKED BY ° OVA? oCURB INLET TOP =379.41 , i� /i i \ \` \ ���' I - ���� I \ o • B. CICHOCKI 18"RCP INV IN=375.21 ,i' /i' � i � \ \ P � �'�'/ I - \ I \�� I 0 • • , i \ �I N� 0 SCALE 18" RCP INV. OUT = 375.11 _ // -Rj�' \ \ \ 12`RGi'' /�.SiT3.52' FFE�\\ OS.O �6= 00 • 1"=20' 61 /RF 0 • o ° `` �/ \ � � ice' \ I / \ \�� �� • w / \ 'S\ SEE GRAD LAR T \ \����� �?9 00 • •`� '` �i' ,�'� /JG\ `ONTHIS S \ HVAC SYSTEM ZONEX \ �` V \ \ \ C INLET ° TOP 372.64 00 V� ��/ �__ \ \ ��'\ \ \\ 12"RC NV. IN=366.89 0 PyP�P JG� / PQ�� \ I I \ G \\ \ �� 15" RCP V. OUT = 366.64 7 G\ �, 0 Z \ \ 0ui 11 _ ' , FFE _ \ \ 0 20• I I - - - - 388.00'}7354 \ \ OZ o ' ' 1 FFE 0 FFE = 373.56' \ \ CURBINLET \ \ 00 W TOP = 386.51 \ \ TC , I 50'I N 12" RCP INV. IN = 381.31 \\ \ °o / / / \Q I I (� E = 12"RCP INV. OUT = 381.21 @ ° �/ J JGI 3g � � =06 1 3 STONE PAD ° TC 387.29' @ I I \/ C� W ENERAT \\ / �\ 0 8 o z 1 . II 38 N \ JGP o LL Q JG / / I ° TC 11 386.60' \ w / ° /1 0 00 LL 387.03' II TC \ Z \ \ o 0 0 a_ TC .e 386.58' O \ 38�Q o �0\0 1 \ GRATE INLET \\ \ 0 0 0 00 /W/i1� / T2 0� �% C> II FFE = \ \ 0 ° 0 ~� Q V PROPOSED ` , ' p\ / / Q�� ' ZOAco' X \ To '387.28' ry� \ TOP = 386.12 373.48' \ o SIGN %\J �P \ c" a187 a9 -rp \\ \ 12" RCP INV. OUT = 382.02 \ \\ ° ° ° ° °° w Q G'\� / tSP 388.91' \� \ \ TC 386. \\\\ \ \ \ 0 0 0 0 -1 387.65' \ o o Z < � ' /J o b o\0 `_ \\ � 0 0000000000000000000000000000 \ Q o� �� _ - \ mac°„ 0 ° ° ° \ `O ° LL ' /o 1�? _ 0 0 0 0 0 0 0 o O 0 o �b o o ° ° ° EF4 o \ 0 ° ° ° \ ° �� LJ d0 0 \ / - - - - - - - _ - ° 0 0 0 0 o O 0 0 �\\�C'10 373.46' ° ° ° ° 0 0 0 4 ° ° o \ oo co 0 I / �' ODce) o�0 3188 _ _ _ - , 0 0 ° ° \\\\ / \ \ 0 Q / od 0 ° ZOZ9 TC \ TC ° �$%/ \� _ i 0 0 ° ° ° o 38,Z \ \ \ ® \ \ \\ 00 O / / 0/ �� �3 O�� 389.69' I\ 389.20' 0 0 0 01010 ° 0 0 \ \ \ \\ 0 G 0 GC/\� 0 0 0° °° o 0 0 0 0 0° o \ `.��\ ASPHALT GRASS I \\ CONC. \\ \\ 00 /� z Z LL S _W 89sC- -\,y- - o \ \ \ p 0 0 0 \ \ 389.23'-W-- / \ \ \ U Q I -W- �N I _ W N BRICK SIGN° o / l \ W 373.48' \\ \ \\ ° O / \ \ 0 0 0 0 0 ZJJ / `"`' ra ECID OUS \ \ i 0 0 � � \ 6 !y �9A 9q4 \ \ 0 0 R=45.00' Q �,,pyE� \ \ I 4F.,y]♦ `c \ \ 0 ° uj L=24.14' 0 0 ° 0 0 A=3004420" 10. PQ�� 'DECID OUS \ \ \ \\\ \ �11 ROOF \ \ YW \ ° ° CB=S42017'14'E \ a" \ \ \ OVERHANG FFE = ON4 C=23.85' m \\ \ \ ZONEAE 373,47' T- 79 a MPP \ \ \ ASPHALT \ `L 4k4' COLUMN (TYP.) G/1 ctA Z \ '' \ FFE _ \ z Z - I - ao 373.45' \ ONE AE m T-\ \ e? 0 2.4 k2.4' COLUMN (TYR) /� • ZONE AE SCALE 1"=5' 7 5' 10, PID: 045B1-06-00-OOIBO RIVERSIDE MC OWNER, LLC I \ STONE BED FFE _ DB. 5594, PG. 149 \ \ 373.44' / CARRSBROOK D ` GRATE INLET - CONC. \ PARCEL D-18 TOP = 386.07 \ JOB NO. LOT 00160 - MILL AND OVERLAY \ MIN. 2%GRADE GN 50413 ZONED: HIGHWAY COMMERCIAL \ 7 / GND 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 \ 386.75'� SHEET N0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ \ 00 \ C5.0 0 0 0 0 0° \ LANDSCAPE AREA 0 L �hfhM O,O^cV�i 0 ° ° �v h o ° o o O ° ° o� � ud ° o ° o ° o ° o o ° o ° o ° o ° 0 0 o ° o ° o ° 0 0 0 0000 ° o 0 0 4—G \\\ 33941F- A1'642�15'p5y9 ' Ny3 2l 1 CB 150 a1' 1\ I1 \ ` I \ r/ \ 1 / \\ \\ �B\ /- v 1 \ \ I / \ O \ \ ` M` O O O O I o ° ° .31R o 0 \ \ 0 390 1 0 \II 0 \ i O \ I I O ° p1 O 11 O \ J\ MATCH EG ° —I f� ° °o 1 c PAVEMENT 0 _1 ?1 0 387.58't MATCH EG TC 388.01't / MATCH EG TC 1 MATCH EG TC 388.03'3 388.07't 1 MATCH E I MATCH EG PAVEME 1 PAVEMENT 387.66' MATCH EG 387.76'3 PAVEMENT 0 .75 I 387.78't I MATCH EG TC _ I 388.11't I MATC/ TC 8809 43 oa1 o MATCH EG GND 388.23't � / 387.94 MATCH EG / MATCH EG MATCH EG 388_18't 388.23't \ \ 388.18'3 \ \ r \ O \ U o O O 0 SCALE 1"=5' o 0 O 0 5' 10' ° 0 O 0 0 0 \ 0 \ \ MILL AND OVERLAY ` MIN. 2%GRADE 1D� LGN �y�5' \ ° .sue \\ I • / I \ o\\ ° SEE 4RADING ENLARGEMENT \ o ` d I I /0 \ SON THIS EET o \ 0 �O \ II \ I 1 I 0 \ o \ II ° o \ II ° II 0 ` I I 0 \II o vl o III 0 JJI O 11 O II O 1 pl o III ❑ o II o — I IIII 0 I o III 0 �I o I I� ° I I\ 0 I II\ ° JEAE I I I O II 0 tnn 1 I / 0 n II I o � II ti II \ II 1 I I o I I I I I I I 11/ II 1 II 1 I I 09 00 O III O I o /� I11 ° I O / 11 O I ASPHALT 0 / /ol P 11 I 0 / / / ° 1 O11 1 0 / / ° �P 11 ° //j 00 1388.95' 11 ' 0 / 11 / EP e 0o EP 7 o /// 00 388.92 I 11 \I RETROFITTI o / / 0 1 / 1 RIM EL.= 381 0 // o �I c \ 12" RCP INV 00 0 0 ° \ 1.9 12" RCP INV °0 ��� ///`bo° cp I DI-1 /0.0'� /o° `\ 1 \n 548 _ GRATE EL ZONEX / / o 0 0 0// o \ /j _ LP - ¢�0 386.00' 12" RCP It ASPHALT- / EP 12" RCP 388.84' ® / 361 °38'29"W 830.85' ryan D. Cichocki Uc. No. 53741 (040Z o ° ° ° ° ° O o E o°° o o / N u ° O / N C /o ° > E / o 0 w v E O 0 / o o Q UM 3 0 p LL ° 0 w o m 9�0 °° a_jU0o z S o w —u O .. I °°O zP °1 V I o000 30V)Q In w o a LL p U-) S v ry z ZONEX x�aO O i ~ C H I Wry w o M ° 000 I o v 010 J I °o° 1 ° o 0 1 0 ° ° o ----- - ° 0 0 0 0 0 O x C7 0 0 '♦ p w L w H z O in DATE 0610312022 O DRAWN BY M. DENHARD ZONEX • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 U) 30.96 0 z :381.20 5w LU O VJ ^� Q I..� a_ u Lu w L J z�a Q m 0 i Q od 0 O V a p 0 W u z (D 0 r4 W 0� V / Q a� 0� Cn W SCALE 1"=20' 0 2'F 40' P--1 I.G.V D JOB NO. 50413 SHEET NO. KEY PLAN C5.1 L 00000000000000000 EXISTING TREES (TYP) O O O 10 00000 +00 10+5p --'_ 500' SDL �----1-, 12+00 _ 12+50 —i— 3+— - �-� 13�0 14+00 10' -ddL PROPOSED SIGN PROPOSED LANDSCAPE (TYP) 41S O O O O O 20+00 O O 0000 o 19+50 19+00 188+00 o 17 0— F� o 16+5 �-� o0 0 16+00 15+50 o ° o 41..ri 410 410 HEIC HT OF EYE _ .5' 500' SDL 405 405 TOP OF IGN STRUCTU RE 400 400 HEIGHT OF SIGN LEGIB LITY 395 1 395 11.5' 500' S R 390 390 ` ` 385 385 \ 380 380 \ H IGHT OF EYE 3.5' 375 \ 375 \ \ 370 \ 370 365 APPRO (MATE BRIDGE: ELEVATION 360 360 M. ^ O O rn rn (d rn (d rn rn ri rn (V rn P rn N ro � m Ri m v m °i m of (d v (V ed v N N M M M M M M M M cy cy M M � M M M M 0 50 PROFILE SCALE SCALE 1 "=40' 0 40' 80' D. Cichocki Uc. No. 53741 (040Z CL O ce z O a_ ( (n w p z O N W w p DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN V w J z� Q Lu �m J Q LL LL z O W " c) 1-4 0C W LL JOB NO. LU U a 0 m (D U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Sign Sight Distance HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L 17+00 18+00 19+00 20+00 20+50 LM 50413 SHEET NO. C6.0 O , 0 0 0 o / 0 0 0 o ° 001(lz / o / o /'I O ° /VY O /O O o ° O R=45.00' —1 ° ° ° L=24.14' o ° T=12.37' 0 0 ° A=30044'20" CB=S42017'14 E C=23.85' • ZONE AE 0 0 0 0 0 ° ° ° ° o ° ° 0 ° 0 ° O O O O 0 0 0 ° o 0 0 0 0 0 ° o ° ° o ° O ° O O O O O O °yA O O O O O 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 0 0 0 PID: 045B 1-06-00-001 B 0 RIVERSIDE MC OWNER, LLC DB. 5594, PG. 149 CARRSBROOK D PARCEL D-18 LOT 001B0 ZONED: HIGHWAY COMMERCIAL PLANT KEY TREES BOTANICAL NAME ACR BUE ACER BUERGERIANUM CER CAN CERCIS CANADENSIS QUE PHE QUERCUS PHELLOS STONEBED &8/aZ KEY PLAN N U N C > E w v E LU w w 3 ¢ LL o 3 p LL — wO `mom G W L M ¢�_j U00 J — uj M � N (� W Ul � ?i0 )x LL Ln p Q v = N N F ¢ . c Y � N W M W J O W � H JoE O SCALE 1 "=20' O 0 O 0 20' 40' F p w LU 2 ¢ Z O K 0 0 Z O a_ u U In W 0 Z O N w W ¢ DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=20' U) z w w O a a > z (Dw � z<a zU i--i w C/) m C) J Q Z O Q J m Z 0 o LU w v J Fa -- HI w W > LL ol D JOB NO. 50413 SHEET NO. C7.0 L o ° o ° 0 0 0 �y —I 3 0 O 0 0 0 \ o \ o \ O \ o 0 0 I\ I I \ / P J 0 " o 0 I \ \ °- 0`\ I I\ I I \� \ �\ LIGHT \ II \ \ � 1 \ II \ I I \ II II \I I III I IIII II I ql II I Q ul I III II — I � Ily I I\ JE AE II = II II I P 3s f• A o O 10 M I II I I 9 I of 0 1 o //// 1 III 0 o ASPHALTIll0 o / /// op 11 / I _ = 0 00 1 11 1 0 0 / / °° 1 11 I O / o � / / lb� / o \ 0 /// / o \ ' / ° / \ \ ZONE X / 0 0 0 0/0/ 0 \ \ ASPHALT \ \ \ \ \ \ SCALE 1 "=20' 0 20' 40' FFE = 387.99' AVEMENT ROH c O CONC. WALL 0 ° 00 00 0 O° FFE = 388.430 0 0 , xkZ COLUMN (TYP. 0 ROH 0 0 DEPRESSED CURB ° W/DETECTABLE 0 WARNING STRIP O 0 O 0 FFE = 388.39' ROOF OVERHANG CONC. WALK ZvO COLUMN (TYP.) I IEu / I 12" RCP O ° ° ° O O n i CONC. RETROFITTED MH RIM EL.= 388.25 12" RCP INV. IN=381.06 12" RCP INV. OUT=380.96 DI-1 GRATE EL.= 386.00 12" RCP INV. OUT=381.20 ZONE X CHAINLINK _ — FENCE — S61 °38'29"W 830.85' DUMPSTER ENCLOSURE • &/—Oz, M E 0 o N � N 0 > E w v E w w 3 Q LL 3 p LL 0— wQ `mom O L < Lu V of"lo J — uj M O � co z W U1 � Q x to LL = > N Fva� 0 Y � N W M o w � H z O a_ u V In W p z O N w w Q p DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=20' z W W 0 a a > Z ( D w v J z< �U JI w C/) � m � J Q Z 0 Q J m z 0 O w w v J Fa-- W I..L Lu cro JOB NO. 50413 SHEET NO. C7.1 L County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree 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. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaeed Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBIIITV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 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 DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 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 1 SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALLI ROOTFLARE SHALL I ABOVE FINISH 1:1 SLOPE Ols PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED 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. 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 CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % 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 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 7 EXISTING SEMINOLE TRAIL 438 LF WITH INTERSPERSED 438135 = 12.5 13 LARGE TREES 6 PROPOSED FLOWERING TREES 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. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACR BUE 2 ACER BUERGERIANUM TRIDENT MAPLE 2" CAL. B&B CER CAN 3 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. B&B QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 3.5" CAL. B&B 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. &8/az, m E 0 0 U N Vi N ¢ o > E w o E � w w 3 ¢ LL o w 3 LL — O rY Lu LM ¢LL_j Uoo J — ui ce .. rn (A N (� W w � 30'x LL Ln _ N =v>� F ¢ . E0 MO1 N W M 00 a� t7 z O a_ U U) W 0 z O N w w DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=20' U) z W LLJ W J 0 O�/ w LL a Q V w a J zz06 m (/) J J Q oC LL a O I..L ? 0 O W " z a- H� Q U I..L.. 0 LU z H� Q D L JOB NO. 50413 SHEET NO. C7.2