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Home My WebLink AboutSDP201900059 Plan - Other (not approved) 2019-10-22UVA FOUNDATION - 172.5 DISCOVERY DRIVE TAX MAP PARCEL AND OWNER INFO: PARCEL 03200-00-00-019EO UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP) AIRPORT IMPACT OVERLAY ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504) 885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 8/19/2019 DATUM: VERTICAL: NAVD88 SETBACKS *PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANSCAPED) FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO COMMERCIAL/INDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: OFFICE (RESEARCH, LABORATORY) PROPOSED USE: OFFICE (RESEARCH, LABORATORY) ±10,745 SF ADDITION EXISTING PARKING: 176 SPACES (PER APPROVED SITE PLAN SDP200100047) REQUIRED PARKING PER ORDINANCE: (36,120 SF X 0.8) X (1 SPACE / 200 SF) = 145 SPACES MAXIMUM PARKING ALLOWED FOR CURRENT USE: 1.2 X 145 SPACES = 174 SPACES PROPOSED PARKING PHASE 1 = 176 SPACES NO CHANGES TO EXISTING PARKING PROPOSED PHASE 2 = 232 SPACES 62 SPACES ADDED, 6 SPACES REMOVED ADA PARKING REQUIRED: PHASE 1 = 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC) PHASE 2 = 7 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) MAXIMUM BUILDING HEIGHT: 3 STORIES (OFFICE, PER UVARP DESIGN CODE) TOTAL PROPOSED DISTURBED AREA: 1.29 ACRES PHASE 1 = 0.45 ACRES PHASE 2 = 0.84 ACRES IMPERVIOUS AREA EXISTING: 2.21 ACRES POST PHASE 1: 2.42 ACRES POST PHASE 2: 2.94 ACRES *PHASE 2 (ADDITIONAL PARKING) WILL BE TRIGGERED UPON CONVERSION OF TENANT SPACE OR THE EXPIRATION OF CURRENT LEASES THAT WILL REQUIRE EXCESS PARKING COMPARED TO THAT WHICH CURRENTLY EXISTS ON SITE. TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING ITE CODE: 710 AMOUNT: 36,120 UNITS: SF (GFA) WFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 352 IN 47 OUT 6 TOTAL 53 IN 9 OUT 42 TOTAL 51 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) 10,745 SF X 250GPD / 1000 SF = 2,687 GPD AVERAGE HOUR = 2,687 / 24 = 112 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 112 X 3 = 336 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 672 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 10,745 SF X 250GPD / 1000 SF = 2,687 GPD INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA 10/21/2019 LAKE ACRES aso MCMURDO k nt Q Signo§ ature SCienC a SITE � LOCATION -y )NE S Q Aker Wade Power ' Technologies AIRPORT INDUSTRIAL PARK QCrutchfield Corporation c QUniversity of Virginia Research Park... �ewlt dnd ci01 JW Townsend Q Landscapes Q Center for Applied Biomechanics Fabrics Unl N 0 R T H S I D E INDUSTRIAL PARK VICINITY MAP 1=1000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: CHRIS SCHOOLEY TELEPHONE: (434) 982-3777 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN - PHASE 1 C2.2 DEMOLITION PLAN - PHASE 2 C4.0 LAYOUT AND UTILITIES - PHASE 1 C4.1 LAYOUT AND UTILITIES - PHASE 2 C5.0 GRADING AND DRAINAGE - PHASE 1 C5.1 GRADING AND DRAINAGE - PHASE 2 C7.0 STORMWATER PROFILES L1.0 LANDSCAPE PLAN - PHASE 1 L1.1 LANDSCAPE PLAN - PHASE 2 L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 14 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE U CISATGfir. J. KOTARSBSI Lic. No. 0402048507 I O/ 211 19�� 16 a s - �4I�PI'Y � L �. ev. M F- O O M U N N � Q O > E W O E Uj Q LL o p LL L w O ra oC LU L M QJ U 00 a W J — Ln N a > o N U' LLI N Q�x O Q �OJG �LL_ = U � Ln Q . c Ln O N >� M d � CO J O W tD � w Q 0 i �e�ra 10/21/2019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A Uj 0 I..L LLJ > i W Ozw UU� U Vl w J W H� � 0 2:0 w _U ^ J L I Q N 1� JOB NO. 44493 SHEET NO. C0.0 �O o � �z a)o 2� O Mo E_ 0 0 � U o= (3 z N O a�i 2 Q Sx a) o .L.. 0 aw o .3 QM � Y U U L 3 LEGEND ROADS ® STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER { BENCH MARK CLEARING LIMITS 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 I PROPOSED SPOT ELEVATION 10 PARKING COUNT ACSA GENERAL WATER & SEWER CONDITIONS SEWER \-S EXISTING SANITARY SEWER WATER EXISTING WATER LINE M A 11 T R 1 rl TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (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 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A ING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale 7-1/2" GTH 0.5' FROM EP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 4" TOP OF CURB vX 18" \\\\\\\\\\ a a4 /\\/\\ a VDOT STANDARD CG-2 CURB No Scale 4" MIN. -6" 6" COMPACTED SUBGRADE- ,V+ SURFACE VDOT A-3 CONCRETE SUBBASE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CONC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE 1 .1 a ° ., Q ° 7 4 p 4 Q a ° 4 d G p p </AV/\\/\\/\\/\\/\\ 2'-0" CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ".5" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 4.5" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% uuivirrlu i Cu 0u0vr_%rNur_ /\,�/ 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. �..,,- P ° .mod '7 0 U CISATGfir. 3. IMTARSBSI5 L,ic. No. 0402048507 I O/ 211 19�� 1W 4�a s p �.f ONTAT M E 0 o N � N � > E w E ~ U Q �! LL o u L w O cl� auiM J U co w J - U.) N Q N U' ui N z �- °2 � QO�x Q � OJG ai " = U > Ln Q . c Ln rn O N N � L M d � CO J CD ui 0 (D 0 0 w > w U Q z 0 0 O d U Ln w z 0 U) > w w Q 0 DATE 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A ui H� 0 ujQ() \ > J 0 U 0 W O Q w 0 J6 Q Q W LLu w m Ln Q O N z 1�1 JOB NO. 44493 SHEET NO. C1.0 �a 0.0 E)f 20 °' z �o o g -a_ C:a) �N d 0 � U 0 Q (3 z N 0 a�i 2 Q S x � a) a) o :E aw o .3 Q m � Y U � o L j C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 318' 2' 311' 5'0' 318' 3' 5' MIN, 10' MIN, 4' 5' MIN, 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, M. DOOR HINGES I I I I I I I I I I I I I LIFT HANDLE L---------------- TYPICAL METER VAULT N.T.S. FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ JNITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 TD-34 12" MIN (TYP.) 1.5"DIA GALV. RAIL (TYP.) 2'-10" EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED (TYP.) GRADE 12" (TYP.) WASH ° (MAX.) FINISHED ° GRADE EXP. ° o CONCRETE JOINT ° o 0 0 #3 REBAR (12" O.C.) 1/8' WASH �p� o z0 0 4 5" # 57 STONE ° 4 1 4 9 1'-0" ° (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES 3„ a NOTES: 1. FINE BROOM FINISH ALL STAIRS. 3„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS WITH HANDRAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) __3" CONCRETE COLLAR - CRUSHED STONE BEDDING 6" DI CLEANOUT A PL UG AT END OF LINE CLEANOUT DETAIL No Scale a ° ° a 6' a EP SEE SHEET C5.0 CURB TRANSITION DETAIL No Scale DI-3A, 3B, 3C EXPANSION KEYED EXPANSION JOINT 3'-10" FOR DETAILS OF INLET JOINT CONST. FRAME & COVER BACK OF SIDEWALK BARS D APPROACH r JOINT `'' GUTTER SEE STANDARD IC-2. f BAR G WARPED BARS G ¢• ¢• 2" o OD GUTTER 2 BARS C 6"6"6" BARS B O W BAR C 2„ SUBBASE AIRS F � w - -_ -_ - HARDWARE CLOTH 1 \1 - - O w N BARS F WEEP HOLE. N SEE NOTE 8 io 7 o f N 0 B., - M X W o II II BAR F BAR A NOTE55SE i� II II BARS D FACE OF CURB g�� CR (ILK JOINT GUTTER CRACK CONTROL JOINT 2 8 2'-0' 6' MIN, PLAN SECTION A -A MIN. �A L-VARIABLEMAX.20' 10' MAX. /- KEYED CONST. JOINT - I 2'-10" 2" WARPED B 8" 3,_0„ x 2" APPROACH iv9 TARS A GUTTER O, N - N / W a n , I_ _ _ _ _ _ _ _ _ _ _ _ _ 7• B S G1;!F I BARS F BARS E �B r+00BARS E *3" DIAMETERDBARS B WEEP HOLE FRONT ELEVATION BARS"'a" s" (GUTTER REMOVED)5X'/4" BENT PLATE I = SECTION B-B A 6„ 2; N I/4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. ; : : • L2%2"X21/2"X'/4" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68"30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH �/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" Tz�E_ APPR.PAVEMENT DI-3A L DI-3B L DI-3C LWARPED PAVEMENT FLOW FLOW I FLOW 1-0.. 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-1 I/z SECTION CAST IRON I I/2 SECTION STEEL 2'-7" NOTES LUGS TO BE 1'-3%" L 21/2" x 2Y2' x I/4" CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. FOR DEPTH GREATER THAN 10'USE w B STANDARD DI-lA N A A OPTIONAL c BRACE RIBS rn 91/ „ 2'-7„ 91/ " CAST I GALV. IRON I STEEL 66 ± 43.6 LEIS 3 LBS I INCLUDING INCLUDING LUGS CONNECTORS 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS J' WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" I/2' x 11/2' x 4"J I 1/2" x 4" STRUCTURE. PLAN LUGS 12"1 972" STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT N LM « SECTION 6-B COLLAR DETAIL /," MIN RASED STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED LETTERING IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE 2 6' 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 2�7 J CLOTH I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68, #78 OR TO ABUTTING CONCRETE TO PREVENT W WW W D #8 x 6" WIDTH 0 N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. a a 0- a p• D D N_ SEE STANDARD T-DI-3, 4 FOR a s a s D> D COLLAR WEEP HOLE ALTERNATE DESIGN. N . SEE NOTE _ 8. 3" DIAMETER WEEP HOLE WITH 12"X12" x z z z Z PLASTIC HARDWARE CLOTH I/4' MESH g f 12" N OR GALVANIZED STEEL WIRE, MINIMUM 12" 15" 18" OR 24" O RMESH iv ao HARDWARE CLOTH ANC ANCHORED FIRMLY iv iv iv M D TO THE OUTSIDE OF THE STRUCTURE. • D' p • D p _ ;0 9. CAST IN PLACE CONCRETE IS TO BE p D D D p o CLASS A3 (3000 PSI). PRECAST • CONCRETE IS TO BE 4000 PSI. SECTION A -A 1J 'n` (_ J I�'� 'n` �\ 2" I I 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAL B - It�� Ir- MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD. CONCRETE 11/4" I Ij�- �'4" APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ALL DI 18" CONCRETE PIPE 1.620 CU. YD. CONCRETE 24" CONCRETE PIPE 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. ADD 0.469 CU. Y OTD FEDEPTH. ADDITIONAL FOOT D, GRATE DETAIL ~�DLTT STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF_ld REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.01 MAX. 6'-0" '--I MAX. 6'-0" GRIPPING RAIL 4/2" O.C. 3/4" NPS PIPE PICKET -4�/e O.C. %" SOLID PICKET GROUNDING - ELECTRODE RAIL EXPANSION JOINTS AT - INTERVALS NOT EXCEEDING 30 FEET. V-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS : %4" MIN. NPS (l.C5" O.D.) SCHEDULE 40 PIPE OR 58 MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS SEE ROAD PLANS FOR RETAINING HR-1 WALL DETAILS. MAX. 6'-0" F MAX. 6'-0" /z" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR 1" STANDARD PIPE. ANCHOR BOLTS 4" O.C.-'{ (TYP.) 12" MIN 3" MAX. ANCHOR BOLTS OR TYPICAL SECTIONS 2" min. 12" FOR DISTANCE TO iyz" NPS SCHEDULE 40 PIPE MIN CONCRETE STEPS GRIPPING RAIL POSTS : 1/z" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED RAILS : 1�/Z" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING 12" 21/4" min. ELECTRODE HR-1 TYPE I HANDRAIL MIN. (FOR USE ALONG STEPS) SOLID STEEL NOTES SMOOTH ROUND ROD 1. THE CSHALL SUBMIT DRAWINGS DETAILING ALL ASPECTSTS OF OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO RAAILOWILLREABETNCIDENTAL TO THAN 5 RTHE CENTCOST OFG ACTOCOACDHEVEEA UNIFORM COATING ON WITH THE CURRENT AAALL SURFADCESD AND GE SPECIFICVENTINGATIANODS (FOR USE WITH TYPE II& III RAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX.6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN MAX. 6'-0" �� SEE ROAD PLANS ACCORDANCE WITH AASHTO M314, GRADE 36. 41/2" O.C. %4" NPS PIPE PICKET 4„ FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4/e" O.C. 5/8" SOLID PICKET 4 I WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. -�-I 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. I I 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNSDNND MATERIALS INSTALLATION TO BE IN ACCORDANCE WITHIE[ 1M9 OE USED IN LIEU O DESIGNING RAND FABRICATING AVAILABLE LATHE RAILING. DOCUSTEMS MAY BENTATIION FROM ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. l'-3" POSTS ; 2" MIN. NPS (2.375" 0.0.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS ; 2" MIN. NPS (2375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : %4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR s " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION TO ANY VEHICULAR HR-1 TYPE III BICYCLE RAILING ELECTRODE FORRVEHICULAR PRO ECTONT MIGHT BETSTANDARD GU RDRAILISHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING 238 REVISION DATE SHEET 1 OF 1 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 t� ( cj I U CRATGW J. KO'TARSKI Lic. No. 0402048501, 14 OM E O O1 V N � N � > E Lu ~ U 3 Q L! O LL L w O ro CIf YJ M a J U 00 w J - Lf) N W 00 N Z 4-J QO=1'x U)< C U j Q . C Ln O N (3) a � 00 __J O W uJ � z O _d U u7 w z O w w Q 07_TIrq 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A ui H� 0 CV LU Q C) > J O < U0w Q Lu _j Ax J W QQ VJ W w m Ln Q O N z J� 1� .N U N 0 m 3 O 0 2- a a 70 d 0 c6 w 7o co (6 ,s .Q O 3 c JOB NO. 44493 SHEET NO. C1.I _ \ CENTERL INE OF PA VEMENT - DICKERSON ROAD - - - -- \\� — \ \ EDGE OFP A VEMENT 40' PUBL lC RIGHT OF WA Y SEE DB 446 PG 175 \ \ \ I \ WOODED 4REA /� \\ \\ \\ \ \\ \ -VILOODED AREA PID 03200-00-00-019A0- NIF HARMONY HOLDINGS LLC DB2984PG724 1600 QUAIL RUN N r 150'BUFFERAND BUILDING SETBACK Q9ANAGED'STEEP SLOP S (TYP.) \ -_-��_ — — — _----- - - - - -- - -------------- - - - -- --- \� �\ 06 INLET ST, - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - \ \\ _1 TOP 4�R� _ \ -------------------------------_—_—_—_—_—_—_— _-- _— _—___________ — �- --- // \�� \\----lNk�/U 54�$•G4� — ----_- - - - - -_ __—____----_-----_-_- 'S" DECIDUOUS PID 03200-00-00-019A 1 NIFACCESS HOLDINGS LLC DB 4634 PG 564 1.79 ACRES 1610 QUAIL RUN uj a - to / / ' S"DEC \ 1 \ \ \ 1 I / -5,D[C DUOUS / 5" DECIDUOUS \ \ \ \ \ \ �y54 / / / SD CURB INLET �I I�\\\ \\\ \ Q \\ / / / / l l I ► 5 d \ - , TOP = 552.38' \ ASPHALT ASPH,�L T ASPHALT I \ o0 INV OUT = 543.98' 5" DECIDUOUS \ \5"�DECIDUOUSDUMP. 5DECIDUOUS 18 "PLASTIC / / p F — 552'——II I I 1I I I I II I I 11 I I \WOODEDREJ 20'DRAIkAGE I I I \ I Q EASEMETwv 8 LL4fi� CDB 21185 G 714 u� \� EP z Lu ---- 55 CONC. S K FLUSH CURB CONC. SWKC&G / I I SDCUR_BINLET--- ------------ - - - - -- SIGN-SIGN_�11;N---- v / \ / TOP = 5- 41 ' - \ '7 LANDSCAPE I / / 11 / 5'' DIE Us \ Iplp I MATE 20' 5' DECID I A TIE Ak)WENT lNV IN = 546.49' 15" PZA�TIG- - 1 n a 5' DECIDUOU,S/ / / \ 1 I p /IUOU� 1205 0 712 INV OUT = 546.37' 15"PLASTIC 1I I I I IIII \ WAL I I I I I II 1 \ \ 1 I I \ WALK / /„-bECIDUOUS / / / 1 1 1 1 1 11 \ I I I 1 \ /1 1 ��$ �b I / Ca 5„ DECIDUO(i� I I V IN -\ 543\ 69' II " 1 1.�1 �1 A(� / / / / I 49 - k/N &)T - 54$.4' 1gSA/� \ MHD , 5 PID 03200-00-00-019E0 5" DEC{Duous \ �I I 1 \ \ \ \ = 7.78' coo 5" DECIDUOUS TOP 54 I 1 I I ► I 1 \ UNIVERSITY OF VIRGINIA FOUNDATION I INV IN = 544.20' 15" P ASTIC DB 3838 PG 028 INV OUT = 544.18' 15" PLASTIC - 1 III I \ S CURB INLET \ \ \ I I I I 710 ACRES I /+ �ONC. SWI/C I �' 1 I I CONC. 1 TOP = 54776' \ 1 I GA 1725 DISCOVERY DRIVE / / 48 1 I I I 1 \ I 1 I I 1 O 5 I INV IN = 541.00' 18"PLASTIC 1 \ \ ► I REGULATOR \ / 4"DECIDUOUS a 6" DECLOLAOUS d \ I \ 1 III IIII I 2 LEVEL BRICK FACILITY 1 I4/DECIDUOUS - I 1 1 I 1 I I \ r ENV OUT = 540.90' 18" PLASTIC I II \ \ II I II 11 I 1 1 1 I a CONC. / / I ca \ 1 I a WALL LOADING DOCK / / /l 5"DECID000S \ 1 11 I \ 03,"DECIDUOUS II \I \ II \ \ -LMLI 5mLANDSCAPINI DITCiH\ \ 11 II II III II II II h � I RANS�ORMER I II I \ IIIII1j11 111III 11�II I I I 11 II II 1 CONC. I I I �d I I I I DtC\DUI SPILLWAY II \ 1 /l\(V IN = 543.15'2 " FL14kTVd I I 1 INV OUT 543.05'2 "tL14f i I I 1 1 IIIIIIIIIII I I I II �IIIII�IIIII I � ECIDUOUS TYR I 11 ; 1►IIII � �� IIII I � I I III III 1 lm I 1 \\\ 1 1 00 / l woo DED� / l PRbPERTY SOU/VDA�Y LINE IIII � M APPROXIMATE LOCATION OF EXISTING / \ I I I \ 1 I I \ I ` I � t�� UNDERGROUND ROOF DRAIN PIPES / I I l C) _ — I I I I I I \ � APPROXIMATE / 5" DECl�UOUS l 1546 - 1 \ \ LOCATION OF EXISTING / SANITARY PIPE \ \ \ SHRUBS / 5" DECIDUOUS / / l a\ 239.3 I I \ \ \ \ W j ECIDUOUS-1 ER OPTIC ECIDUOUS _ - - - ' _ - ' _ _ _ 1 / .545 / UFO FO - - - \ — = 0 GLr GAS LINE G p Ca G / i — `G �� — — — w \ \ \ \ \ \ -WATER yuLr-----�--- T - —-----(----I---�— CO) h, --,L - W / / w 'TER Ll / — — / —MIX— / /_ DECIDUOUS \ \ zQ \\ / / DIDUOUS DECIDUOUS AFROXIMATE LOC, cam. srAlRs / / I / APPROXIMATE 20'/ I \I \\ 10 \yti �\ '90 WATER EASEMENT / I V� TER LIWEASEME�IT I L C, h ASPHAL T h O 2085 PG 714 %/ / I .� \ 1 I / SEE/DB 2085 jG 712 0 RODIF ECIDUOUS / 20' DRAINAGE E�4SE NT `In VARIABLE 14YDTH \ l / B 085 PG 714 \ ACCESS EASEMENT _� / DB 201A5 P 711 � /�' ! Dh \ \ - I , - \ Q ' �— 24" PLASTIC a— \ ✓ ) \ S2302528"W 137.16' SIG — C & G CO / / — S/ `\ SD CURB INLET - - _ / .� - - TOP 542.54' _ __ _ Co / �� I S66°3432"E — — — — � \ IN IN = 537 75' 18"PLASTIC �P�s _ _ _ _ _ _ — _ _ \ N I / I INV OUT = 53771'24"PLASTIC _ / � 20.47' I I T — — TOP'r44.fi6f- \ \ \U \ \ __ _ _-FIB0VPT4W- -- -- _ _ _ _ _ _ _ _ _ - - - INV W=-534.114' D' LA-STIC- \ - \ COMM. \ PlD 03200-00-00-006R0 __ _ _ _ _ _ _N-PIa 15aa.aF' 4"PLAOTIC \ \ I I L wM PULL BOX \ NIF UNIVERSITY OF VIRGINIA FOUNDATION _ ,- _ - -� - _ - - — — — — ——?3�6�24"PLA_lC` - \ \ I IMI I W� n n FIBER OPTIC LINES, DB 4957 PG 692 TC� P - 951. - , \ \ \ I 455.85 ACRES 546.51'�24"PLA \ \� \ \ n TOP=542.25' 4419 DICKERSON ROAD INV 91UT=/540.28 24" PLASTIC ` 1 INV IN = 534.30' 8"PVC INV OUT = 534.15' 8"PVC I/ I I I I I l I / I/ '/ // PID 03200-00-00-006RO NIF UNIVERSITY OF VIRGINIA FOU DATION DB 4957 PG 692 455.85 ACRES 4419 DICKERSON ROAD MHD T P = 540.64' INV IN (W)= 531.89 "PLASTIC INV IN (N)= 531.99 1 "PLASTIC INV OUT = 526.42 3 "PLASTIC p LAS-IG 30„ FES INV 0 T = 524.99' I O aN m rn w m 01 n A n � � Co v co m� ZA FES \,INV IN= 534.72' P� Q\' SD INLET TOP 537.52 INV IN = 534.07 15" PLASTIC INV OUT = 533.97 15" PLASTIC PID 03200-00-00-009GO NIF BARRY L OR FLORENCE M BOSWORTH DB 2846 PG 213 2.28 ACRES 4147 DICKERSON ROAD Nr,- SCALE 1 "=30' 0 30' 60' OP R c <� U CRATGW J. KO'TARSKI Lic. No. 0402048501 012119 ` j M E O O N � N � > E w E U 3 Q �! 3 o LL o w O ro W M a J U co Lu N O N U W N Z QO�x �< 02 w (D LL c U j a . c 'n rn O N � M a� 00 J I'D 1--- U) 0 2 0 0 w U Q z 0 0 r a O w Q 0 07_TIrq 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' w DC vJ z w < 0 > > �_ 00 U00 Z) Z Cn w J U 0 < nn V z w m J a U) N X W J� l� JOB NO. 44493 SHEET NO C2. 0 6 c Z, „ .N U N 0 w m t 0 0 a a F `o a m 0 0 c m 5 7o c m v- cu n a 3 c i II LEGEND: ® REMOVE CONCRETE 150' REMOVE ASPHALT _ BUFFER AND BUILDING SETBACK II � REMOVE TREES I MANAGED STEEP SLOPES (TYP.) ` A ' I� 1 REMOVE TREE I I STORM I T r TOP = 554. J lNV OUT = 5 .64' / 15" PLASTIC /LP / LP LP I -LP a 0. DECIDUOUS 5" DECIDUOUS 11� / 5" DECIDUOUS 5" DECIDUOUS I Y REMOVE CURB AND SD CURB INLET U m GUTTER (SAW CUT AT TOP = 552.38' W ASPHALT NEAREST JOINT) INV 08T"PLASTIC ASPHALT Z ® DUMP. 5"DECIDUOUS 5" DECIDUOUS 5" DECIDUOU WOODED AREA 103 I 20' DRAINAGE CONC./✓✓✓✓✓�i✓�✓ice✓/✓�✓// /�� wV Q B LLARDS I EASEMENT / DB 2085 PG 714 > a / / /� / I Z / / / // /////////// // W O PAD // / / // /� �F u- CONC. SINK FL USH — o SD CURB INLET TOP = 552.4SIGN SIGs 1' LANDSCAPE N\-5"DECIDUOUS::, AP ROXIMATE 0' INV IN = 546.49' 15" PLASTIC W TER EASEM NT Q�PS INV OUT = 546.37' 15" PLASTIC0-5"DECIDUOUS LP 15,1 5" DECIDUOUS D 2085 PG 71 WALL I TOP = 548.40' MHD / WALK 1-5"DECIDUOUS INV IN = 543.69' 15" PLASTIC 5" DECIDUOUS NV O T = 543.4' 24" PLASTIC MHD REMOVE AND RELOCATE o TOP = 547.78' PID 03200-00-00-019EO SANITARY CLEANOUT 5"DEC,iuui, UNIVERSITY OF VIRGINIA FOUNDATION 5"DECIDUOUS INV IN = 544.20' 15" PLASTIC INV OUT = 544.18' 15" PLASTIC DB 3838 PG 028 7.10 ACRES 1725DISCOVERYDRIVE I �� I SD CURB INLET GAS 2 LEVEL BRICK FACILITY — I TOP = 547.76' REMOVE BUILDING REGU ATOR OVERHANG AND COLUMNS �I i 4"DECIDuous I INV IN = 541.00' 18"PLASTIC 6" DECIDU US INV OUT = 540.90' 18" PLASTIC CONC. X,'DECIDUOUS / I I a (WALL LOADING DOCK / / -5"DECIDUOUScn I m 3"DECIDUOUS M n LANDSCAPING I m I co i GAVALVE APPROX/MATE LOCAT/ON OF EXISTING RANSFORME UNDERGROUND ROOF DRAIN PIPES DITCH I EM APPROXIMATE DECIDUOUS LOCATION OF EXISTING " ®i SANITARYP/PE / Q 01 / 239.3 ' 5" DECIDUOb - r / / 1 WM DECIDUOUS FI ER OPTIC SHRUBS DECIDUOUS TELE PED I — — UFO UFO — FO — O O UFO UFO— — — UFO CONC. DECIDUOU a ® G G G — LT f�L G — G — / o0 SPILLWAY MHD FO VAIILT / GAS LINE a SIG a V ��T G — — - _ _G / T P = 554.8V 4_.. _. _. - WATER S GLT / Ico lNVIN-543.152LASTIC c----------------- FL H�UR�-- — — — -------------------------� INV OUT = 543.05' 2 LASTIC a n1 n w w lAf— — — — — — — — — — — \ / "DECIDUOUS —-------------------------------I-- -I- DE( UOUS DECIDUOUS CONC. STAIRSG I DECIDUOUS TYPICAL APPROXIMATE LOCATION 20' WATER EASEMENT APPROXIMATE20' \ I VARIABLE WIDTH i ASPHALT DB 2085 PG 714 ACCESS EASEMENT 1 110.4' I WATER LINE EASEMENT DB 2085 PG 711 - - �I 20' DRAINAGE EASEMENT I \ SEE DB 2085 PG 712 RODIF c DECIDUOUS DB 2085 PG 714 �- - 24„PLASTIC =:-2r— EP o I I i 72372578"W 137.16' o } SIGN C & G CO SIGN i I UFo� SD CURB INLET I i ROD /F ,I TOP 542.54' �111— —_— SAN — I CO I L I I S66 34 32 E lNV IN = 537.75' 98"PLASTIC FO— - _ 3sA�F� 0 I 0.47 INV OUT = 537.71'24"PLASTIC - — — UFO— S23°09'42"W 458.84' 24"PLASTIC b4-0� - - ROD /F F/BER O C VAULT UFO- - uFo- --- — -- MHD ' N -- —--- -- uFo— _ -- — TOP= 544.66' o, — COMM. PlD 03200-00-00-006R0 FIBER OPTIC INV IN = 534.04'24"PLASTIC C, PULL BOX NIF UNIVERSITY OF VIRGINIA FOUNDATION WOODED AREA INV IN = 534.08' 24 "PLASTIC c o n� wM DB 4957 PG 692 INV OUT = 533.86'24'PLASTIC PROPERTY BOUNDARY LINE M 455.85 ACRES TOP = 551. n I 4419 DICKERSON ROAD 3 INV IN = 540.51'24" FIBER OPTIC LINES Np0 $ INV OUT = 540.28 24"PLASTIC TOP =542.25' co I o INV IN = 534.30' 8"PVC SCALE 1 "=20' I INV OUT = 534.15' 8"PVC C 0' MHS 0 240' I I I ty U CRAM W J. _Kl O`FARS KI d� ldc. No. 0402048507 �� 10/ 211 19�"I M E O O M U N N � > E w Q > 4E -+ UJ ~ U Q LL o p LL L w O ra Q J U o Z a O w 0 a ch > CD a (� uj z U CX <O� Ln w J LL.O x (1) N z �UQ� O c G rn oN w W M a � CO J CD Lu tD � cri M O (D O 0 w w w Q z O DATE 1012112019 O } DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' ui H� 0 � W ui Q > > O z Z U0 O J Lu J H� Q Z Lu O ED J_ Lf) Q J NO LU l� 0 LL JOB NO. 44493 SHEET NO. C2.1 �N 6 O V) O � o E� U O -� U o0.� V o O U 2 U) Ccm O U O m 0) 5" DECIDUOUS i II LEGEND: REMOVE CONCRETE 150'BUFFERANDBUILDING ii REMOVE ASPHALT SETBACK j V— _ REMOVE TREES \ / %� �� X % — REMOVE TREES MANAGED STEEP SLOPES (TYP.) REMOVE TREE REMOVE STORM INLET / AND RELOCATE RIPRAP J TORM /NL ET TOP=554.82' J INV OUT = 548.64' 15" PLASTIC LREMOVE LIGHT POLE P Lr / REM CUT AT N WOODED AREA B LLARDS MHD TOP = 548.40' INV IN = 543.69' 15" PLASTIC NV O T = 543.4' 24" PLASTIC DITCH CONC. SPILL WAY MHD TC P = 554.81 ' INV IN = 543.15' 2 "tSTIC STIC INV OUT = 543.05' 2 OVE CURB (SAW /ii �/ ii i�� REMOVE CURB (SAW //////////// �5"DECIDUOUS EAREST JOINT) C T AT EAREST JOINT) 5" DECIDUOUS 5" DECIDUOUS I U REMOVE CURB STORM PIPE TO BE REMOVE CURB (SAW V ABANDONED IN PLACE. SD CURB INLET (SAW CUT AT 5 CUT AT NEAREST JOINT) / c� TOP = 552.38' FILL WITH PLOWABLE ASPHALT NEAREST JOINT) �u ASPHALT lNV OUT = 543.98' � FILL. 18" PLASTIC ASPHAL i DUMP. 5" DECIDUOUS / �� / 5" DECIDUOUS Z "DECIDUOUS O 20' DRAINAGE I I m VVV EASEMENT / ONC. DB 2085 PG 714 / a �� a I Q PAD EP I W OO ®O FL USH URB C& G a — I coCONC. SWK. co / SD CURB INLET SIGN SIGN S/ N I 2 TOP = 552.41 ' LANDSCAPE 5" DECId UOUs I AP ROXIMATE 0' INV IN = 546.49' 15" PLASTIC W TER EASEM NT QLP INV OUT = 546.37' 15" PLASTIC DB 2085 PG 71 LP / I I 1 � � WALL I WALK I MHD TOP = 547.78' PID 03200-00-00-019EO INV IN = 544.20' 15"PLASTIC UNIVERSITY OF VIRGINIA FOUNDATION INV OUT = 544.18' 15" PLASTIC DB 3838 PG 028 I :o I -° 7.10 ACRES 1725 DISCOVERY DRIVE I �'�. SD RB INLET GAS 2 LEVEL BRICK FACILITY I '� TOP U547.76' REGUL ATOR s" DECID OUS I INV IN = 541.00' 18" PLASTIC INV OUT = 540.90 18 PLASTIC CONC. rn WALL LOADING DOCK I m I cn I I Z M I m I GAr� VALVE APPROX/MATE LOCAT/ON OF EXISTING RANSFORME� UNDERGROUND ROOF DRAIN PIPES 6" FIRE LINE EM APPROXIMATE LOCATION OF EXISTING W ®i SANITARYP/PE / Q 239.3 Io0 � WM SHRUBS 1 I I DECIDUOUS DECIDUOUS / Fl ER OPTIC / I TELEPED I — — UFO UFO — FO — O O UFO UFO— / / v \ DECIDUOUS a ® G G G — LT (�l L G — G — — / 00 FO VALILT / �4I GAS LINE a SIG a �, GAT G 2" DOM€STI�' WATER WATER 2 _ V GLT LINE AND METED / I co a c FL H�UR� w WTL — w -- -- w --- "'L -- � I � — ----- a �--- —"DECIDUOUS I o \ DECIDUOUS L —1--— --- ----------- ------ DECIDUOUS TYPICAL DE( UOUs � G � I APPROXIMATE LOCATION CONC. STAIRS I ACCESS EASEMENT VARIABLE WIDTH ASPHALT I A� 20' WATER EASEMENT \ I I APPROXIMATE20' a s DB 2085 PG 714 1 110.4' I WATER LINE EASEMENT DB 2085 PG 711 I // I — — �I 20' DRAINAGE EASEMENT I SAN ITAARY SEE DB 2085 PG 712 RODIF c DECIDUOUS DB 2085 PG 714 SEW \ o\ I I co ----------- N) 24„ pLASTIC � oERP S23°2528"W 137.16' o } SIGN C & G CO SIGN i I UFO SD CURB INLET v � - 3 -0 1 I �, 1 1 ROD /F ,I TOP 542.54' �111— —_— SAN = — _ _ 1 CO I L I I S66 34 32 E INV IN = 537.75' 98" PLASTIC \ / FO— - _ 3sA�F� IZZ 0 1 0.47 INV OUT = 537.79'24"PLASTIC V - — — UFO— S23°09'42"W 458.84' 24"PLASTIC 1 b4-0 - — ROD /F — uFo- -- — uFo— -- � MHD � _ �, F/BER O C VAULT - -- —UFO— --- -- _ -- — TOP= 544.66' COMM. PID 03200-00-00-006RO FIBER OPTIC INV IN = 534.04'24"PLASTIC PULL BOX NIF UNIVERSITY OF VIRGINIA FOUNDATION WOODED AREA INV IN = 534.08' 24 "PLASTIC c o n� wM DB 4957 PG 692 INV OUT = 533.86'24'PLASTIC PROPERTY BOUNDARY LINE M 455.85 ACRES TOP = 551. n I 4419 DICKERSON ROAD 3 INV IN = 540.51'24" m mw7 FIBER OPTIC LINES Np0 $ INV OUT = 540.28 24" PLASTIC co TOP=542.25' I INV IN = 534.30' 8"PVC SCALE 1 "=20' I INV OUT = 534.15' 8"PVC C MHS 0 20' 40' I I I 0 E� U CRATGW J. Ir0T.ARSKI5 Lic. No. 0402048501, M E O 0 M U N N 0 >E W N E a ~ U aui 3 Q LL o L W 0 ro J U s Z W H — in O aV)rj U W U :3x <, �� W �Ua� O c �^ U) � N > M a� CO J M O (D O 0 W > W = Q Q z O DATE M 1012112019 O r DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI • • SCALE • 1 "=20' ui H� LL N Lu 2 i O Z UuJ �w0- J Z Q Q O W co ~ Ln J N O pk, 2 0 LL JOB NO. 44493 SHEET NO. C2.2 0 c U c N 0 w 0 0 a C a F a 70 0 0 c cu 5 cu V_ cu a a a 3 c i I I I150' BUFFER AND BUILDING SETBACK I I / Q I STORM INLET r TOP = 554.82' J INV OUT = 548.64' / 15" PLASTIC cl a 5" DECIDUOUS 11� / 5" DECIDUOUS 5" DECIDUOUS LEGEND: A a> CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT W W W W W W BIORETENTION PLANTING I I I I I I SD CURB INLET m / TOP = 552.38' W ASPHALT ASPHALT INV OUT = 543.98' 18" PLASTIC ASPHALT DUMP. 5"DECIDUOUS / '�� / ECIDUOUS RESTRIPE PARKING ? I ® 5" DECIDUOUS O WOODED AREA ! ® / FLUSH CU� CURB TRANSITION CG-6 TO MATCH EXISTING — — — — — — — — I 20' DRAINAGEPI I m BOLLARDS EASEMENT / wv p ®�CONC. DB 2085 PG 714 O PAD E a �F I Lu / CONC. SINK FLUSH URB > ° a > C & G —' y SD CURB INLET TOP = 552.41' SIGN SIGN SIGN � 5"DECIDUOUS I I INV IN = 546.49' 15" PLASTIC LANDSCAPE I APPROXIMATE 20' a l WATER EASEMENT INV OUT = 546.37' 15" PLASTIC I DB 2085 PG 712 / / MHD WALL I / / TOP = 548.40' / WALK 93 5' INV IN = 543.69' 15" PLASTIC NV OUT = 543.4' 24" PLASTIC � MHD ° SIDEWALK RKTE TOP = 547.78' PID 03200-00-00-019E0 UNIVERSITY OF VIRGINIA FOUNDATION Q INV IN = 544.20' 15" PLASTIC DB 3838 PG 028 PROPOSED BUILDING INV OUT = 544.18' 15" PLASTIC I -o 7.10ACRES ADDITION _ 1725DISCOVERYDRIVE 10,745 SF I � I SD CURB INLET GAS 2 LEVEL BRICK FACILITY I TOP = 547.76' INV IN = 541.00' 18" PLASTIC REGU ATOR 6"DECIDU6US INV OUT = 540.90' 18" PLASTIC 115' CONC. EXISTING BUILDING IWALL LOADING DOCK Iw cn APPROX/MATE LOCAT/ON OF EX/STING I CIO UNDERGROUND ROOF DRAIN PIPES 6" FIRE LINE DITCH ITRANSFORMER APPROXIMATE ® / LOCATION OF EXISTING W II SANITARYP/PE / 239.3 ' r — SHRUBS 1 I I WM DECIDUOUS DECIDUOUS / Fl ER OPTIC / - UFO UFO — FOB UFO UFO CONC. \ DE IDUOU / ® — G - G G / - vlj G — G MHD ° I GAS LINE a SIG a I G 2" DOMESTIC WATER SPILLWAY wv WATER S LINE AND METER / / co TOP = 554.81 ' \ co lNVlN=543.15'24"tSTIC STIC------------------ FL H�UR�-- —------- ---- -- - INV OUT = 543.05'24" a v �w Ni _ _ _ / "DECIDUOUS p DECIDUOUS �Z — — — I — -----------------------I--t-------------- / DECIDUOUS TYPICAL \ DE*UOUS p CONC. STAIRS \ A APPROXIMATE LOCATION I I I �` G I 20' WATER EASEMENT \ I VARIABLE WIDTH i 4 APPROXIMATE20 \ \ I i� \ ASPHALT DB 2085 PG 714 ACCESS EASEMENT I 110 I WATER LINE EASEMENT v DB 2085 PG 711 SEE DB 2085 PG 712 \I \ DECIDUOUS DB �085RA /PG 714 NA GE ASEMENT I � SEWER 20'RY � ROD/F I I D I ,.-- -----I w PLASTIC �— -- l 24„ PL — I — U o I I i S23°2528"W 137.16' — o Cl G CO q SIGN i I UFo� SD CURB INLET \SIGN I cP, I TOP 542.54' — — SAN—_— — — — _ I Co I "cL I I S66°34'32"E INV IN = 537.75' 18"PLASTIC �FO ----- ------ --- - 3SAPd ` SAN C) 1 20.47 /NV OUT = 537.71'24"PLASTIC ---- — UFO— S23°09'42"W 458.84' 24"PLASTIC I I -- --- ---- ----- UFO --------------- UFO— UFO---- MHDN TOP= 544.66' COMM. PID 03200-00-00-006RO FIBER OPTIC INV IN = 534.04'24"PLASTIC PULL BOX NIF UNIVERSITY OF VIRGINIA FOUNDATION WOODED AREA INV IN = 534.08' 24 "PLASTIC c INV OUT = 533.86'24'PLASTIC PROPERTY BOUNDARY LINE MHD �� wM ��5.85 CRES Y��w TOP = 551.6V C)I OC) 4419 DICKERSON ROAD 3 INV IN = 540.51'24" PLASTIC m mW FIBER OPTIC LINES Np0 $ INV OUT = 540.28 24"PLASTIC TOP=542.25' INV IN = 534.30' 8"PVC SCALE 1 "=20' I INV OUT = 534.15' 8"PVC C 0 20' 40' I 1--5" DECIDUOUS OP R U CRATGW J. KO'TARSKI Lic. No. 0402048501, 0/2119 ` �3 M E 0 V N � N � w ~ U 3 Q LL o 0 LL L w O ro ,- J U s Z w H — un O rn a U) F4 0 W U :3x <OJC �� w �U> O c �^ U) rn � N i M Lu a � CO J M O cD O 0 w w w = Q Q z O cn DATE M 1012112019 O r DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI • • SCALE • 1 "=20' IL 0 H� LL w Lu Q 0 U o I= Vl L J FZ 0 Lu0 7 L Ln a Q N � ,—� 0 LL Q J JOB NO. 44493 SHEET NO. C4.0 16 f U a) 0 w 0 0 a C o_ F a 70 0 a cu 5 cu V_ cu a .a 0 3 70a �O o O �U) z 0)o a� T � cu O a � CoV) Co w 0-o Z co o� �Q �X H a) oL o .. 0 C 2 3 a �) U d O a) U 2 �N a3 O �o c�i m '� n3 �U o N o t N U 7L �o C O (B CL O 0 ILEGEND: I I CONCRETE SIDEWALK PRECAST CONCRETE — —L r _ WHEEL STOP (TYP) RETAINING WALL WITH I I — _ HANDRAIL (BLACK POWDER HEAVY DUTY CONCRETE — COAT FINISH) I MAXIMUM HEIGHT: 14' I HEAVY DUTY ASPHALT I o 0 0 0 0 CG-2 0 0 0 0 0 0 0 0 0 0 0 CG-2 0 0 0 l A , - LIGHT DUTY ASPHALT 0 0 0 0 0 0 0 CG-2 0 0 0 11 I O9 12 18' \-�J I W W W BIORETENTION PLANTING RF RT RT R5' W W R34' R34' 24' 24' I F CONCRETE 5' CONCRETE R5' RT SIDEWALK RT SIDEWALK R5' R10' R10' 10 � METAL PLATE TO 11 18' 42.1 CG-6 BRIDGE GUTTER PAN CG-6 I / ° I I / 24' R20' a MILL & / / 17, I 1 z I ! 5" DECIDUC" "' R5' R5' I OVERLAY RETAINING WALL 5 DECIDU (5) - 6 RISERS WITH HANDRAIL / G /MAXIMUM HEIGHT: 2.5' (BLACK POWDER COAT FINISH) MAINTAIN EXISTING SD CURB INLET !� 2' PARKING OVERHANG TOP = 552.38' MILL & ASPHALT ASPHALT INV OUT = 543.98' ASPHALT OVERLAY —' 18" PLASTIC ® / 5" DECIDUOUS 5" DECIDUOUS WOODED AREA 103 10 20' DRAINAGE / NO I wV EASEMENT / / a � a ® DB 2085 PG 714 EP I to ° ° CONC. SINK° a > � C & G h SD CURB INLET TOP = 552.41 ' 5" DECIDUOUS I APPROXIMATE 20' INV IN = 546.49' 15" PLASTIC � I WATER EASEMENT / QLP INV OUT = 546.37' 15" PLASTIC DB 2085 PG 712 MHD TOP = 548.40' / INV IN = 543.69' 15" PLASTIC NV OUT = 543.4' 24" PLASTIC / � MHD I TOP = 547.78' INV IN = 544.20' 15" PLASTIC PROPOSED BUILDING INV OUT = 544.18' 15" PLASTIC ADDITION >° 10,745 SF I �� I SD CURB INLET TOP = 547.76' INV IN = 541.00' 18" PLASTIC 6" DECIDUOUS INV OUT = 540.90' 18" PLASTIC a I � CONC. EXISTING BUILDING I I a LOADING DOCK cn > I I IM M o APPROX/MATE LOCAT/ON OF EX/STING I CIO UNDERGROUND ROOF DRAIN PIPES 6" FIRE LINE TRANSFORMER , APPROXIMATE ® % LOCATION OF EXISTING W SANITARYPIPE I I ; / I / J 1 I I wM DECIDUOUSFl ER OPTIC DECIDUOUS - UFO UFO LIFOB UFO — — —UFO— CONC. DECIDUOU a ® — SPILLWAY MHD I l el.GAS LINE a I -,'a I Iv►' G 2 GUESTIC WATER / p / TOP = 554.8V wV4WATER v2 LINE AND METEF� INV lN=543.15'24"tSTIC STIC------------------ — —------- ------------ c H DUI Cn INV OUT = 543.05'24" a n Z / \ I w w w — ---- --- ---- -- w / / a \ — — — — "DECIDUOUS CIS — -- ------------------------I--r-------------- —-------- — DECIDUOUS TYPICAL DE*UOUS DECIDUOUS - - - - - o CONC. STAIRS A APPROXIMATE LOCATION I I �` G I 20' WATER EASEMENT \ I VARIABLE WIDTH i APPROXIMATE20 ASPHALT DB 2085 PG 714 ACCESS EASEMENT I I WATER LINE EASEMENT DB 2085 PG 711 I SEE DB 2085 PG 712 — — \I \ DECIDUOUS DB 20'�085RA / PG 714 NA GE ASEMENT � i � I SETA \ i RODIF o\ \ I I �I ----- W a ��z --- --- --- --- --- I I ZI 24" PLASTIC =:2Fp — \� o I I i 5'28"W 137.16' — Q* \ 0* # C & G CO Q 00 / iI I \UFO\ - I CURB LET INV IN = 537.75' 18" PLASTIC�S66°3432"E TOP 4' `p' SAN— O �FO ----- -------- ----� —__ SAN C20.47 INVOUT=537.71'24"PLASTIC — UFO— S23°09'42"W 458.84' 24"PLASTIC I I -- — — — — — — UFO -------- --------- UFO---- UFO-- -- -- — TOP= 544.66' N COMM. FIBER OPTIC INV IN = 534.04'24"PLASTIC PULL BOX WOODED AREA INV IN = 534.08'24"PLASTIC 1 wM PROPERTY BOUNDARY LINE MHD INV OUT = 533.86'24'PLASTIC 1 TOP = 551.61 ' n INV IN = 540.51' 24" PLASTIC � m mW FIBER OPTIC LINES Np0 83 INV OUT = 540.28 24" PLASTIC TOP=542.25' INV IN = 534.30' 8"PVC I SCALE 1 "=20' INV OUT = 534.15' 8"PVC C 0 I NOR 20' 40' I OP 1 U CRATGW J. KO`FARSKI Lic. Into. 0402M50l, 012119 � �3 M E 0 V N � N � iE w 6.9 '+-: ~ U aui 3 Q LL o 0 LL L w O ro , U s Z w H — in O rn aVio4 a- C7 W m z H X U <OJC �� w �Uau O c m rn 0 N W M a� CO J M O (D O 0 w w w Q z O cn DATE M 1012112019 O r DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI • • SCALE • 1 "=20' ui H� LL 0 N W Lu> I Q O ) U Z w U0 OLu J J Q Q Lu_j 0 7 L-n Q Q N � ,—I O LL Q J Q JOB NO. 44493 SHEET NO. C4.1 a U N 0 w 0 0 a C a F `o a c cu 7o c m a a d 0 3 c R AND BUILDING SETBACK I )A9ANAGED STEEP SLOPES \ P.J - - - - - - - - - - - - - - - - - /- - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP=554.--------------------------- ----- _-_ _- __ - - - - - - - - - - ----_-__�� \ \ \ INVOU-------_-------------------------------------------------------------- __---_ \\ \ \ \ \--- // 15"/PL�ASTIG- - -'---------------------------------- --------------------------------- - _ _ _ - - - - - - - - _ - - - t - - 5" DECIDUOUS - - / DECIdUQUS� „DECIDUOUS / 5-DE-eIDUOUS \\\ \ I V \ m SD CURB INLET I 1 \ TOP = 552.38' ASPHALT CURB TRANSITION FROWALTI ASPHALT I 1 1 I 1 \ \ C� INV OUT = 543.98' I 1 \ � ` FLUSH TO FULL REVEAL /----\ 18 PLASTIC 1 DUMP. 5" DECIDuous '� / I ► "DECIDUOUS 5"DEC EX TCUS EX EX EX 552' ' - - - - I I 1 I I I I \ p / INOODED' AREA / I I I I - - / / \ EX 3.96' EX TC 553 32' - - I I I \ I I ® \ \ 552.76' 552.33_ - - - - - I I I I I I III I \ 553.80 553.82 / I I I I I I I I \ m I 20 DRAINXI GE \ 553 wv I 11 \ p 9 LLA JSI l I EASEMENT / CONC. ,BB 2'985 PG 714 i' a \ I I I I I I \� I PAD \ // \ ` SWK EP�F 11 II I I I I I I I \ W 553.16' I I I � 552--� K' WK sWJ< SN/�° - I -------_ ----__ #ASH URB---- °� C&G ' CONC. SWK. � � / \ ' S53.2T ° ' 552.96' � 552.96' � > < �'• -� SV,VK° - - - - - - - SIGN SIGN 'DEusI I \\ SD CURB INLET - -` swK sw / 552.50' / I - - TOP : 552 4 %` - - - - - - \ - - - - - - - - - - - - - - - - - - S/G1�3.60' Z - - - - - - - - - 553.05' 553.05' 553 �l. / I AP I R XIIII A I I INV IN = 546.49' 15" PLASTIC \ LANDSCAPE / h``� , 1 W Ef A \ INV OUT = 546.37' 15" PLASTIC - - _ _ _ ' I 1 Oq � M I / R - FFE 553.14' Q � `1 'P 560 I W44 \\ \1 M(ID \\ II I I I III / \ 1 WALK \ TOP 548.40 I r 1 1 till, I / 11/NV l = 543. E9' 15" I�LASTAC NV O T k 543.4'24"P�ASTIC 11 I II 1 11 1 I 1 11 \/ / _ 1 \ 1 I I I \ / o MHD 549 1 1 1 1 1 I I I I \ PID 03200-00-00-019EO / / / I I I I I \ 1 \ 1 11 111 1 II ► \ \ \ \ \\ TOP = 547.78' UNIVERSITY OF VIRGINIA FOUNDATION / / ' 1 1 1 ► 1 ► \ \ INV IN = 544.20' 15" PLASTIC / I I \ \ I 1 1 I ► , \I \ \ \ � DB 3838 PG 028 I PROPOSED BUILDING INV OUT = 544.18 15 PLASTIC 7.10 ACRES I ADDITION a '� 1 1 1 I 1 I 1 ► I\ 1725DISCOVERYDRIVE I 10,745 SF \ \ \ \ \ I \ 1 1 _ / n 1 1 11 11 11 I \ 5\ CURB INLET \ 1 1 1 1 1 2 LEVEL BRICK FACILITY I FFE - 553.14 / I 1 1 1 1 1 1 I I \ OP = 547.76' I I `\ `, 1 1, 1 ► I I GAS REGU ATOR ` \ / / 1 /548_ I \ I I I I INV IN = 541.00' 18" PLASTIC - 6"D�C4D000S I I I 1 � hD 548.71' - ' I \ 1 I I I I \INV OUT = 540.90 18 PLASTIC 1, 1 I � � 11 � 11 11 11 III 111 CONC. EXISTING BUILDING FFE 553.14' 1 1 \ 1 I I+ I I I I I I I I ti WALL LOADING DOCK FFE = 553.14 I I \ \ \\ 1 II l I 1 1 1 I A Ex SWK _- \ 548.41' II i t y I // / � hD`b Z 7 \ 1 11 1\ I M - / I I \► I I I I I I I I I I I APPROX/MATE LOCATION OF EX/STING II I I + I II I I I II II 1 I� 1 I UNDERGROUND ROOF DRAIN PIPES hh� I DITCH \ I I III I I I I I I I RANSFORMER APPROXIMATE I / I 1 1 I I I I I I► I \ I / LOCATION OF EXISTING APPRO� IMATE LOCATION I / �p� W 546 1, 11 III 111 1 II 1 \\ ® SANITARYP/PE OF ROOF DRAINS / - - �' 11 11 11 1\ \\ \ \ \ \\ EX BLDG 553.14' 1 I I 1 \ I-�-\\ r-- // / a I 239.3 o SHRUBS I I I I 1 1 I 1 • - .l ` - I wM - - DECIDUOUS Fl ER OPTIC DECIDUOUS-545 UFO UFO �- - - - FOB UFO - - - U _ = U�-` J l 1 ONC. I \ \ I I I I I \ DE UC DIDI OU a ® I - G �G G l -� �I G - -wwmoe_ 7 - - - _ / EX SwK \ I �� __-' G =--- / 545.44' \ \ - I JJ I I 0 / I a GAS LINE a ,- q a I _ / \ SPIL4W4Y I 14A3 I I I - S/G swK I WA TTR T t �5#. 1 ' i I i I \ _ VAUL- _ \ 545.20' ^ \ \ \ \ INMIN=543.15'2 LIASTIO 11 INV OUT � 543.05' 2 " �Ly4STl � I I 1► I I I I I I I I I W W // 4 _ / - / --- VI/ / / ' W �4 AWAT --- ---- - / / / / / "'DECIDUOUS III / I II I I Ia I DECIDUOUS TYPICAL /\ - - -� DECIDUOUS / ------- - - - - - - --------- J--I-- \ y r - - - - - - I \ \\ / ► I I � / DEc�'puous CODdC`. STAIRS / / / APPROXIMATE LOCATION P / I / VARIABLE WIDTH/ I I iO 0' WATER EASEMENT / I / / - \ I I ► I I h� \ I �'9 � hti ASPHALT 0� \/ ACCESS EASEMENT / I APPROXlM,4 TE 20/ - I I I I a s h / I 'P10.4' ' I WATER LINE EASER.;O, T T�C� \ \ DB 2085 PG 714 0\ / / 1 I I I I I I I I / h� DB 2085 PO 711 // / / 20' DRAINAGE EASEMEN7 SEE DB 2085 PG 712 \ \ \ RODIF I I I I I I c / DECIDUOUS / DB 2085 PG 714 I / / / - I I \--' I\ 24„ PLASTICLob I l Fp I I I I I I I _ r o _ o i // \ S23°2528"W 137.16' -- I I l� \ \ \ \ \ \ \ - / - _ C & G / SIGN I / I / \ U \ I I l I \ \ \ SIGN _ _ - � CO / � / � l / \ _ FO SD CURB INLET TOP 542.54' S66°34'32"E lNV IN = 537.75' 18"PLASTIC - - - - - - - - _ _ - - - - - - - _ - - - - - - - - _ - - - - - - - h9F I _ _/ n I - / / 20.4T I \INV OUT = 537.71'24"PLASTIC UFO =-------- _ °89�"I�-458.84'- _ --�47aILC -__ ___--------- I - /- l \ -• T =mac_-�� f-��-s �a -_- �r G O Ut O= \ \ \ -__TOP_=5t. 6- \ \ \ _ - - - - - - - - -_-- - - - - - - - - - - - - -hW #V = 534_64' 24 "PLASTIC' COMM. ` P1D 03200-00-00-006R0 l l l l W/ODEDIAREAl I I I I l l I I I / / / ' _---__--- _ --- ---- ---------- - ___----_-TNGIN:_5-84:0,T24"_PL_A9TIC` ` \` ` I �\c PULL BOX NIFUlIVERSITYOFVIRGINIAFOUNDATIOI I l IO I I I l I I l I / l / / /r / - --- ----------- - - -- - ` 1 I wM \ DB4957PG692 _ - - _ _ - - -IUV (�T =_533.86-24 PLASTIC \ \ I I PROPERTY BOUNDARY LINr I I I I I l l / I / / / M _ _ - - - __ _ _ -_-_ - - - - - - \ \ \ 1 1 W 1 _ 455.85 ACRES 5,51. - - - - , - - - - _ - - - \ \ I 1 I \ (3 4419 DICKERSON ROAD 117 V IN - 546.51'24 � - - \ \ \ \ I �W O FIBER OPTIC LINES r / / /// `NV UT=/540.28 24" PL/ASTIC \ \\ \\ I I G) OP=542.25' N l I l l l l l l I I I I I I l l / / // / / \ \ \ co INV IN = 534.30' 8'PVC // / \ I I I\ INV OUT = 534.15' 8"PVC SCALE 1"=20' I / // , 20 40 I U CRATGW J. KO` F RSKI Lic. Into. 040204M507 012119 � �3 M E O O O1 V N � N � >E W N E ~ U 3 Q �! O LL o w O ro c� W M a J U co W J - ui N d O N U W N 2E m :3x <OJC �LL c U j ul a c �^ rn O N ?ll M a � CO J I'D F__ M 0 (D O 0 w Lu Q z 0 M 0 r w Q 0 DATE 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' ui oc 0 w (� w % Q > LLJ 0 � < U0 u W J L.L Lu 0 0 W Ln m J a Z N CD Z JrN" 1� L Q CD JOB NO. 44493 SHEET NO. C5.0 c .N U C N N 0 w 0 0 a C o_ 70 a 0 a c cu s 5 7o c cu a `o m 0 3 c �a �O 2 0 CU) z 0)o og c T � (6 O a � c o Coc 0- c z co o� �Q �X �CD oL.. 0 m CD a o .3 a U N d O O U 2 �N (6 O w° c o 0 E � � m -a0 �U o c N o � U c N �cm N O c O a o 0 / / 1 ' / / CRATGW J. KO'PATt5KT I / / / \ \ \ \ \ = �_ ` � \ Lic. No. 0402048507 / TW 5 5.01' Ip 10121119 BW 5t7.85' / 5�567 / / 421M / 0 \ \ \\ \ \ \ ` 150 BUFFER AND BUILDING SETBACK, �f�1fd 55�85 - / y66� 5 / /�60.60' TW 2.09' \ \ \ BW 560. 7' BW 559 42' TW 571.80' 1j �DIM 7 ITW 563.9 _ 557] \ \ \ A � TC 560.2 TC �' �' \ \ \ DST EPS O P. ' \ _ \ \S9 \ .81 ''_-__-___ EX TG EX TC 554.3 ' 53.52' I \\ \ \ \ \ BS54.37' On / / I EX TC r 5"QE2/6000S i 5"DECIDUOUS / EX TC \ \ \ \ \ \ \ \ U 552.00' 1 / �V \ �y5� 3' SD CURB INLET 552 94' 553.16' I ► \ \ \ \ \ \ pip , \ h� TOP = 552.38' I \ \ \ \ \ ASPHALT ASPHALT INV OUT = � 543.98' ASPHA� � 18" PLASTIC I I III I Z DUMP. / \\ \ 55DECIDUOUS"DECIDUOUS ----__ I II I O I I I I I / WOOD6ARF 20' DRAINAGE EASEMENT � wvIjSI LLA CONC. ,BB 2985 PG 714 PAD EP - a �F I I I I I I I I I \\W I I / / CONC.SWK. --- - - -_ \ FLUSH URB -- �� C&G - h/ / /-- --------------- SD CURB INLETSIGN- SIGN SIGN TOP-552?1`----------------_-- / 5rDE -64-9 LANDSCAPE C1DI000S \AP I RI \ I\ I1 I I ' INVIN=546.49'15"PLASTIC II I \ \ \W TE ? f{A /v✓ INV OUT = 546.37' 15" PLASTIC - - _ _ _ _ #FFE 553.14' Q gOg5 f/ / / � f I I \\ \ M(ID \\ 1 I I I I I I i I / WAL.�\ \ TOP' 548.40' ► I I IIII I I / WALK - - / / I I INV l = 543.60' 15",TLASTAC I IIIIII III it lVVO T 543.4'24"P�ASTIrL MHD I + I I 4� ' I I ► \ I 1 \\ \ \, IIIIII ► \ \ \ \ \ \ TOP = 547.78' PID 03200-00-00-019E0 I I I I I II II \ \ \ \ I I \ \ UNIVERSITY OF VIRGINIA FOUNDATION / / / \ \ I \\ I \ III 1 \ \\ \I\\ \ \ INV IN = 544.20 15 PLASTIC DB 3838 PG 028 ' / `�' I 1 I I \ I I ► \ \ \ \ I \ \ \ I\\II\I INV OUT = 544.18 15 PLASTIC 7.10 ACRES 1725DISCOVERYDRIVE i I II I IIII II I II II \ \ CURB INLETACILITY GAS 2 LEVEL BRICK FI I \ TOP = 547.76' \ II I \ \ \ I I I 1 II I I REGUI ATOR " �G/oUo I I I , I INV IN = 541.00' 18"PLASTIC 6 6 \INV OUT = 540.90' 18" PLASTIC FFE 553.14' \ I\ WALL CONC. ILOADING DOCK - �� I'I ' \ \ I \\ '1 II ' ► I ►' I I I I I _ _ _ L I' � ► I 1 \ w I \ I I II I I I I I I APPROX/MATE LOCATION OF EX/STING \ I I I 11m \\ IIII I IIII II II I 11I I1 11I ' II R\A�\NS IIORM/ER UNDERGROUND ROOF DRAIN PIPES IRE LINE ITCH APPROXIMATE APPRO�IMATE L OCA TION OF EXISTING LOCA N SANITARYP/PE OF R9OF DRAINS I I I I II I \1 I I \\\ I I 1 '1 1 II II III I I IIII \ J / EX BLDG 553.14' I I I \ \ \ // // / / 1 I 239.3 \ \ \ \ \ \ SHRUBS wM _ / DECIDUOUS FI ER OPTIC DECIDUOUS I I I \ I I I I I UFO UFO - - - - FO - UFO_ - - - UFO �ONC. I _ \ I\ I I I I I I \ DE UC Dl OU p ® I - G �G G -� �I - ' _ 7 , _ - '-` - ' _ / / ' I GAS LINE JJ I I I I 0 I a a ,-- \ p I _-- -7 D&J1€STI�ATER SPILItWAY I I QV1HD I I I I� \ V/ l WAT&R _ S/G/tA G- 2 �► \ ��► _ _ _ - - - _ _ _ - LINE -AND METE - � I / x / co 11VV1N=543.15'2 LIASTIO I I I I / --c �\ /�---------- �� ----- F H�7JRff'�- / - \ --_ ----t--- -/-----I-----I I 1 \ \\ II INV OUT 543.05'2 LWSTl I Z I - / - _ - - -� I \ I \ I� I I I I I W w // /--- WATER,�--- W �' �' W I I \ \\ I-_ - -/ ECIDUOUS TYPICAL 17- _ \ / 'DECIDUOUS DE / ECIDCob CONe.. STAIRS / 1 / ' / I I I I I D/ / i�UOUs APPROXIMATE LOCATION P / / I / I VARIABLE WIDTH I / I r o I \ \ I I I I A \ WATER EASEMENT ACCESS EASEMENT/ / / / \ `I � / I / 1 � APPROXIMATE20' - ' I I III IIII I ra , I '9s> ASPHALT DB 2085 PG 714 / / 1 110.4 \ \ \ \ �� DB 2085 PG 711 1 I WATER LINE EASEIVIT \ 1 20' DRAINAGE EASEMENT I I I c DECIDUOUS I I I I I I I I �,\ � DB 2085 PG 714 � \ �. --- --- --- --- --- \ IL I ZI Fp A\ \ - SIGN / C & G CO / / SIGN CO UFO =-- - - - - -----�3°09`4_2"I�-45S.8�' _ --�4�1[C _--_----- - - - --- - - I_ _ - _ - - 1 / _ _ _ _ _ 11 11 /l 11 UF l \ I I 1 I I II /l l I // / / --- _---___--______- FtB f� l� _ - _ -_-_-_ - - -- _-�tN=33, 04'24"PLA-STIC-�\ \\\ �\ \ -6 c� W/OODEdAREA� 1 1 I 1 I I / / l I / / / /r/ - _ - __--- _- _-------_-----------_TNGlN=5�40�24PLA�TIC�� I �\c l /l PROPERTY 9'OUNDAIRY LIN� I I 1 1 I l / ; / / / / / / / / - - - _ _ - _ _ _ _ _ _ _ _ _ - - - - - - - - - - IALV (�61T33 86;24"PLASTIC \ \ \ 1 1 I ` \ \ I /'TOP"=51. \1 // VIN�546.51'�4„ i - 1 I Qo mew NV,0UT = /540.28 24" PL/ASTICIf \� \\ \ \ I I G) BW 558.55 BW 55 1 5'�u�/ I BW /5/5/ 5/. -55_9- 35-_' - --_ 559.4-' --TC __ - - - __ - - - - -_,_ - ----_-----T_--S69 8�TW- 567 ' �5555$ -- - - - - - - - - - - - 5572BW 557.10 �' __ ------- - - - - -- -- - - - - -- -- --- - - - - - - - - - _ 1 - _---_ ----- - -- ` Te- - - - - -- ---- - - - - -- - - - - - -- - ---- - - ---- - ---TC- ----- - - �� --- -- - -- II 555.35' TC - - - - - --- -555 - -- -- -- _ -\ - -- _ - - -C*3- - - TC 5796' _ ---------_- - ` ----� _557.7' -_- - -- - -- -- M62'- L 202 - -- -- \ \ \ \\ 6� 5.28' 57.43'553.49 j TC TC -T 7. t4' \ 552.79" TW `35.1R' \ \ \ 4.67' BS 4\bT p EX TC EX TC 554.9 ' 54.52' SEE DB 2085 t-G712SANITARY ROD/F SEWER \ \\ \\ N 0 24" PLASTIC S23°2528"W 137.16' SD CURB INLET - \ TOP 542.54' S66°3432"E I \INV IN = 537.75' 18" PLASTIC 20.47' I IAIV OUT = 537.71'24"PLASTIC I / - COMM. \ PID 03200-00-00-006RO PULL BOX N/F UNIVERSITY OF VIRGINIA FOUNDATIOI wM \ DB 4957 PG 692 I 455.85 ACRES O 4419 DICKERSON ROAD FIBER OPTIC LINES Ni...- OP=542.25' co � INV IN = 534.30' 8'PVC SCALE 1 "=20' I INV OUT = 534.15' 8"PVC 0 20' 40' M !_ 0 0 � V N � N C > E w °� E Lu w O 0� Lu L M Qa J U OD LU J - Ln ry a > o N Ur Lu N Z U 0 X �OU)Q U') _ N = U > � H Q rn O N >� M a � OO J kD i z O d U Ln w 0 Z: O 4 w w Q 0 DATE 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' ui �I--I I.Jroo N VJ � a Lu >Q w rrnn V pza U�z o Q W J Q 0 W C) Ln m J z a N C� z 1� 0 LL L.L a JOB NO. 44493 SHEET NO. C5.1 mo S0 aQ� 0(.9 2 z C)o 0 T � �o 0 a c 0 m a0 0w 0 3 U) Z N 02 �a o r 0 0 Q 2 '3 a 0� 0. � y U O 0 YL ;v y m_ Y U E� a U � 06 •U O C 0 o a L �N co = y 0 O 0 (0 Qo 0 . U CRATG3.. FAR5K15 Lic. No. 0402048507 10/ 21119 ®s%P3AL� M E O O M V N N � >E _ LU M 0 C) ~ � LU > 3 o Z o Q LL o 3 0 o LL M o (D N Lu o Lf Lr) 00 Ln � Z 00 C) Q J U 00 Z r(.0Lo mmMp Lo ~(V NCO d J —Lf'. 0 o p �� rj H L0o Lr)Z O U) a HwLnZLU Q> o0�J � Z �Z n-OO> U F- U)U)Z O o0 UQLUNp °j LL Q O Lo Z M O Q 0° � � co (o 565 565 � � a � z 0 Lr) XoLNLo F- <m O �LnO aw wLoZ crn U) c)aiF— pF-0> �`" w �U)F- Z PROP. �M d � CO -1560 560 ~ 560 560 PHASE 1 EXISTING TREE CANOPY AREA TREE CANOPY AREA 152,014 SF SINGE TREE CANOPY AREA 12,892 SF I I I v v LL _ @TMMTFF- _T ILI® - - - - _ - _ - - - - /\ - - - - - - - - - SCALE 1 "=100' ------------------ - -- - -_ ------ - - - - - - -- --_ --_ \ - - - - - - - - - - - - - - - - - - - -- -_ ----- -------------- - -- - --- --- - - -- -------__ -- Vvv ----- --- -- I //I / —vv v v v v \ — / --—- X \ ` ., \ \ 1 0 / I \ / I WOODED AREA I ® _ / I / A \ — — �552— / � I I I v 3 / ° / I It - --- - - - - - 55 � / Imo- v------ ----- -- - �-- _ 553 II III _,--- -- III�II /* ° / o / 549 ' \ V A / 0* I I V v II I I Iv v v1� vvIvv v v PROPOSED BUILDING t I I I v ADDITION 10,745S v � I I \ 1 I \ 1 EXISTING BUILDING I � IIII I II II I I I I I I IIII I � 6 I _— �� 547 1 I - 1I 0* I c) UFO UFO � —� UFOT � - FO UFO— �- — _U60- - \ SOD ALL AREAS BETWEEN \ \ \ \ BUILDING AND PARKING LOT \ \ / / w w vv ki ---------------------- O I I I EXISTING TREE CANOPY - TYP. �� / / / ' I I T_ EXISTING TREE LOCATION - TYP. / O SCALE 1" 20' 20 40 / /-S \ \ \ FO<— - - - - - - - - - - - - - - - - - - - - _ - - - - - \ --- — - _ - - - - - - - �S�h�k _ - SANS} _ l I \ _UFO— - - - -- __------ -- _ _- - __ ---------------- i I / - ----— _- - -- _---- - ---UFO—= _-- - — --- \ \ UFO— l O�p,L� TH F Off, J �&NK W. H , III 5 o. 141� k 10/21/19 �� cgpE ARC M E O O O1 V N N � iE W U 3 Q �" 3 LL o LL o w O ro c� M < Lu w J — Ln N O N U W N :3x <OJC c U j Q c Ln O rnN ?ll M a � CO J M 0 (D O clI H 0 Lu U Q z 0 CII 0 r DATE 1012112019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' ui O�p,L� TH F Off, J �&NK W. H , III 5 o. 141� k 10/21/19 �� cgpE ARC M E O O O1 V N N � iE W U 3 Q �" 3 LL o LL o w O ro c� M < Lu w J — Ln N O N U W N :3x <OJC c U j Q c Ln O rnN ?ll M a � CO J M 0 (D O clI H 0 Lu U Q z 0 CII 0 r DATE 1012112019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' ui 0 VJ Q w Z 0 O Q 0J� J � LL]U�0- V / m H Q U 0 U) 0 LL Z JOB NO. 44493 SHEET NO. L1.0 a f Z, U N 0 w m 0 0 o_ C a Z c m `o a co 7o cu V_ m a a m 0 3 c PHASE 2 EXISTING TREE CANOPY AREA v TREE CANOPY AREA 140,517 SF SINGE TREE CANOPY AREA 10,008 SF �_ rog / 56$"77— 567� / / \ \ \ \ \ \ \ \ \ \ 1 S66� PLANT SCHEDULE TREES BOTANICAL NAME MIN. INSTALLED SIZE ROOT PLA OCC PLATANUS OCCIDENTALIS 2.5" CAL. B&B PHASE 2 CONCEPT PLANT SCHEDULE PARKING LOT PLANTING AREA 2,181 SF Iu _ 669 ------- - - - - -- --- ----- \ — — — — — — — —— /5 / / _� _�� ___--- -- _\-\\\ \ \_ _ _ _ _ _ _ _ _ _-- - - ---- - ------------------- SCALE 1 "=100' / / ' - — — — , \ _ _ _ - _ - - - _ _ - - - - - - - - - - - - - - - _ _ _- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ / \ / �- - - - - - - - - - - - _ \ \- -\ 1 _ - - - - - - - - - - - - - - - - - - - - _ - - - - - - _ - - - - - - - - - - - - - - - - - - - �� - - - - - - - \ \ \ - - - _ - - - _ _ - _ _ - - _ - - - - - - - - - - - - - - - - - - - - - - - - - L = - - - - - - -- - - - - - - - - - _ - - - - ----- - - - - -- - - -- - --- -- -- _ ---6 - -----_- \ \\ \ \ - - -- -- - - - --- \\ \\\\ \ \ -565 SOD ALL AREAS BETWEEN PARKING LOT AREAS I 1 \ \ \ \ EXISTING TREE CANOPY EXISTING TREE LOCATION �' WOODED AREA/ Li L_z -71cly I I I I I \ ---- I - - - - - - - - - - - - - - - - - - -- Z - - - - - - - - - - - - 553 \ V A A ICI I I I I I 1 A I _ II 1 1 11 �I I I I\ v vv� vvIvv v v PROPOSED BUILDING 1 I \ \ ADDITION \� \ 1 10,745S F \ v v v \ 1 I\ I I�I 11 � \ \ / \ IrA 1 1 v 1 I I I I I 1 EXISTING BUILDING _547 1 1 11 1 1 - 546 545— \ I I \ I I UFO \ —� UFO - - FO — UFO -- UFO I fi �� — �— c L 1 _ — � \III I I I � I I � I I I .• � I ., �— ., I 1 _ __ �— I I I I I I/ I I ` \ � I \ � _ l y� � `+i►'\ / \ \ �' _ _ - - _ _ - - _ _ _ -iG _ ;^ / / / \ \ \ I\ I! II- - 1 II I 11 11 I I I J• I \\ ' / \ _ -C -\ / � — \ — — — �— — — — _\\'— — —� — — � '— ` � — �' — \ - = r � — — — t — — — = J/— — — — —I — — — — — � cl) w w I ------ / ro 1 / {: _ \ \ \ _—UFO—=-�-- - - - - - - - - - - - - - - - -` - - -� — _ — - - - - - - I - I - - - -- SCALE 1 "=20' 0 20' 40' O��p,LTH 67t F Off. J �&NK W. H , III 5 o. 141� 10/21/19 cgpE ARC M E O O rn � N � N � > E w 6E ~ U 3 Q �! 3 LL 0 LL o w O ro � W � M � , so w J N — Lr) > O N U W N X _ N = U � u) a c� rn O N � M d � CO J k.D F__ (n tY 0 2 U) 0 0 w Lu Q z 0 cn 0 r IL O 0 Z 0 z 0 _d U w z O Un w w Q 0 DATE 1012112019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' UJI W 0 vJ > 2 w?z I > o Q p wJ 0- U�0- V / m Q U 0 U) 0 LL Z Q J JOB NO. 44493 SHEET NO. L1.1 0 0 .N U 0 w m w 0 a C a F a 70 m 0 0 c m 5 7o cu V_ co a `o m 0 3 70 o_ �O o O �U) z O og T � (6 O -0 co d o D m z N o� � Q �X �CD CD a:E- a o '3 a Y U U) Q) o Q) U 2 �N (6 0 wo �o � m -a �-0 m U O C N o t co U �L �N m cm N o C U (6 a o 0 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) l . The followinjy 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. Markinl4s: ❑ 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 Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchingand Tunnelin2Tunnelin2: ❑ 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. Dammed Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE PLAN VIEW: HEIGHT VARIES WITH PLANTS 12" MIN. (DATE) (DATE) 5/1/06 Page 1 of 1 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 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 FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE 01` PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI _I 3 X ROOTBALL �1 DIAMETER I� MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE 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 ,d�1►1�.Y�L�I:��:Z:l 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 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 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR _ FERTILIZER B&B CONTAINER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE 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 %3 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 =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. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PHASE 2 - PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B PHASE 1 LANDSCAPE REQUIREMENTS TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 0 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271/A0 = 30,927 SF 30,927 SF 164,906 SF(EXISTING) _ CANOPY 164,906 SF PHASE 2 LANDSCAPE REQUIREMENTS PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO 23,154 SF 23,154 x .05 = 1,158 SF 1,158 SF 2,181 SF LANDSCAPED 1 LRG. OR MED. SHADE 62/10 = 6.2 SHADE TREE PER 10 PARKING 62 SPACES 3 SHADE TREES 6 SHADE TREES TREES SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 2,000 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271/.10 = 30,927 SF 30,927 SF 150,525 SF(EXISTING) _ CANOPY 152,525 SF 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 SEWER/WATER 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 ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS 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 "LTH OF �j NK W, H��C III o. 1419 10/21/19 w qpE AR M >_ 0 N N > E w a� E ~ U QLL u_ w o L L w O cl� W M a J U co w J — Ln N a > o N U' Uj N z L_ (U ro OUx v) Q J Q C2 W ai " Q `j- = U > Ln Q Ln c rn O N a L M d � CO J CDw IL O Z 0 O d U w z O U) > w w Q 0 DATE 1012112019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A Uj Q in W Q 66 W ~ > 5 O LU O w J O 2:U< Uw ��++ �� m Lu aU U7 U z Q Q D JOB NO. 44493 SHEET NO. L2.0 -0a S0 o �(n 2Z �0 22 02 �U) �N 0 d o 0= Q (D3 z N 0� 2 z X o .L.. 0 �r- aw o .3 QM WE U)M U � o U U L U