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HomeMy WebLinkAboutSDP201900042 Plan - Approved Initial Site Plan 2019-08-21NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 60-40C2 (0.71 ACRES) PARCEL 60-40C3 (0.42 ACRES) WP COLONNADE LLC 224 14TH STREET NW CHARLOTTESVILLE, VA 22901 ZONING: HC - HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF TOPOGRAPHY: ALBEMARLE COUNTY GIS SOURCE OF BOUNDARY: PLAT DATED 4/4/2013 ROGER W. RAY & ASSOCIATES, INC. 1717-1 B ALLIED STREET CHARLOTTESVILLE, VA 22901 (434) 293 - 3195 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT: 10' (MINIMUM), 30' (MAXIMUM) SIDE AND REAR: ADJ. TO RESIDENTIAL: 50' (STRUCTURE), 20' (PARKING) ADJ. TO COM MERCIAL: IN ACCORDANCE WIITH BUILDING CODE PRESENT USE: VACANT COMMERCIAL LAND PROPOSED USE: 11,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (11,600 SF X 0.8) X (1 SPACE / 200 SF) = 47 SPACES PROPOSED PARKING: 45 SPACES ADA PARKING REQUIRED: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 2 SPACES MAXIMUM BUILDING HEIGHT = 65 FEET PROPOSED DISTURBED AREA = 1.03 ACRES EXISTING IMPERVIOUS AREA = 0 ACRES PROPOSED IMPERVIOUS AREA = 0.71 ACRES PROPOSED OPEN SPACE = 0.32 ACRES PROPOSED RECREATION AREA = 0 ACRES TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 11,600 UNITS: SF (GFA) WFFKf)AY ADT AM PEAK HOUR PM PEAK HOUR 358 IN 26 OUT 7 TOTAL 33 IN 11 OUT 30 TOTAL 41 14 (IF "1[ 9 -A _,m INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA 06/24/2019 VICINITY MAP Iif =1000, DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARILOTTESVILLE, VA 22902 COINTACT: JOHN TRIER TELEPHONE: (434) 533-0788 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. 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 AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C2.0 EXISTING CONDITIONS C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 SIGHT DISTANCE PROFILE C6.0 STORMWATER SUMMARY PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL = 11 SHEETS UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 250 GPD/1,000 SF=11,600 X 250 GPD/1,000 SF = 2,900 GPD AVERAGE HOUR: 2,900 / 24 =121 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR =121 X 3 = 363 GALLONS Submittal Type PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 363 X 2 = 726 GALLONS Reviewed and Approved by the Commu i Dqwelopmentpepartment SEWER FLOW (AVERAGE DAILY FLOW) Date $ L OFFICE: 11,600 SF X (250 GPD PER 1,000 SF) = 2,900 GPD File# d — Z SIGNATURE -PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT' C_- ignamre -Hn�c-- �i4v t sac--P1&P . APPROVAL DATE rn E 0 Nv N N C 7 E w E s �aua�i3 WQ n� aj o w-+ —ui 0... o N z� 30V Ul c = U >%0 �. a c Li a'E nl 04 d r J CJ W W I— z 0 a Ly U W z O v7 LU W Q r) DATE 0510212019 DRAWN BY K. MELLON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE N/A z F--i a u� �i co W U F-4 LL. H 0< l � i �.�} O Cn H w a W W Q Wp C0 U J �C (D 0 0 z ..L D JOB NO. 43723 SHEET NO. IA co.0 �F I LL C C L C C C i C i r C 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 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, SUBGRADIES, 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 PLACEMIENT 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 All7.1-03. 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, INCILUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANISPORTATION (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 OROTHER 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 REASC)NABLY 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 I" 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 MANAGEIMENT 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. 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, RUIBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO9: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 BYTHIS 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) ACSA GENERAL WATER & SEWER CONDITIONS 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THEE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONJS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC :SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MIISS UTILITY (1-800-552-7001). 6. 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 CENTEIRLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINIES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). R4AQS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT • PAVED DITCH JUTE MESH DITCH - - CENTERLINE OF DITCH BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN -- --- 200 -- - - EXISTING CONTOUR 200 - PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION { TC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT ALBEMARLE COUNTY FINAL PLAIN GENERAL NOTES General Construction Nate SEWER S EXISTING SANITARY SEWER WATER ----� - -W--� -- EXISTING WATER LINE Ir PROPOSED WATER LINE - - e wp PROPOSED VALVE --i T 1 g• pI PROPOSED TAPPING SLEEVE i-&� PROPOSED FIRE HYDRANT (COMPLETE) 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 Albemarle County Engineering Final Plan General Notes Page 1 of l . Prior to anyconstruction within any existing public right-of-way, including connection to any existing read, 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 �discrepan.cies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation cc.)ntrol measures shall be provided in accordance with the approved erasion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or letter are to be achieved. 6. Waved, 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). r i < C.'� Y Y;yr !� F 1 rn E 0 Nu N to E w E LU w O en Q J U C R a J - Ln a rn oN N 'rin 30V) a99 W� c ,t V) N iLj 4>1ko Ln F Q c � rn O N M v 00 J kDF_ 0 L4 Z 0 DATE 0510212019 DRAWN BY K. MELLON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE N/A I W ( V I-1 U. L o J_ r z W ( 1 t,j 0 o ❑ Q w J ❑ W w U) W Q � O a 0 0 z a a x U 79B NO. 43723 SHEET NO. AC1.0 L F [L 50 F� 'z 0 :2 f� so (D O =E 04 x GR-2A (3'-11/e" POST SPACING) MAX DYNAMIC DEFLECTION - 2' TVT u I S" I gel �� CRT POST m HEIGHT TOLERANCE* 344" IGR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES, GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W-BEA/ BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ©TBETWHRIABE SET NE ITPOSTS QMOEHN t' FROM VERTICAL. W-BEAM, BLOCKO)UTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GG�� 2q .RAL SHALL BE MAINTAINED AT A HEIGHT OF 27i(!' a9C' TOLERANCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE: FINISHED ROADWAY. GR-2,2A SHEET 1 OF SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRIONG POST SYSTEM) 221 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 505 501.04 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -. _CRUSHED STONE BEDDING 6" DI CLEANOUT PLUGATEND OF LINE CLEANQUT DETAIL NO Scale _ P MAX. 6'-0--MAX. ---�•-�-�6'-0" GRIPPING RAIL SEE ROAD LANS FOR RETAINING HR-i I'12 0 C. Y4" NPS PIPE PICKET WALL DETAILS. .,..I O C 5/g" SOLID PICKET MAX. !6'-0" MAX. 6'-0" I I I �I/2" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR I I rv. 1" STANDARD) PIPE. I I ELECTRODE RAIL EXPANSION JOINTS AT i° ANCHOR BOLTS 4" O.C.---{ INTERVALS NOT EXCEEDING 30 FEET. L-3" POSTS :2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 12" RETAINING WALL RAILS � 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE `�' MIN EXPANSION JOINT --PICKETS "' MIN. NPS (1-05" O.D ) SCHEDULE 40 PIPE 3" MAX. OR 5 " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) : SE€ ROADWAY PLANS - OR TYPICAL SECTIONS FOR DISTANCE TO 2 "'1°' I'/?" NPS SCHEDULE 40 PIPE 12 MIN - CONCRETE STEPS GRIPPING RAIL FOISTS i/x" MIN. NPS (1,90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED RAIILS 11/z" MIN. NPS N 90" 0.0.) SCHEDULE 40 PIPE �USE PATH. z" 2Y4" min. MIN GROUNDING ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH I. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ROUND ROD ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOIR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12' ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS? BE SIGNED ME) SEALED BY A PROFFESSIONAL ENGINEER, MIN HOLDING A VAIL10 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 G NAL y ORDANCE WITH THE CURRENT AALSDUR BRIDGE R�ILOWILLRBET NCIDENER TOTHECOST OF WITH IIIRWLtNGS> TO ACHIEVE A UNIFORM COATING ON AID ES VENTINGAND!� (FOR USE TYPE II& 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" MAX. 6'-D" ASTM A563, AND ASTM F844 ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 4%z" O.C. 3/4" NPS PIPE PICKET 4�. T41/g" SEE ROAD PLANS FOR RETAINING 4.. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL O.C. Sfg" SOLID PICKET 41 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL SE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS.. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. iO 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH STCMMER'D. I 9 G SYSTEMS MAY BE USED IN LIEU AFABRIICATTINGINHE I I E OFO DESIGNING AND RAILING. OOCUMENTATIION FROM i- ANCHOR THE MANUFACTIURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING L 3" MAX. BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION D)RAWINCS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WIITH NOTE 1, 1' 3" POSTS :2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS = 2" MN. NPS t2.375" O.D-) SCHEDULE 40 PIPE THE VIRGINIA UM)IFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS 3� ]4" MIN. NF., (tA5" 0.p.) SCHEDULE 40 PIPE 11. HIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR z "MIN. SO STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AIND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE IN BICYCLE RAILING ELECTRODE FORRVEHICULARE IT tt BE BTSTAND ANYVEHICULAR ISHOULD (FOR USE ALONG SHARED USE PATHS) PROTECTION D GUARORAtL USE . SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `vp�'T" REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION 1 1 238 DATE SHEET OF 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601-45 1'-O" (TYP.) STEEL BOLLARD (INTERIOR) (TYP ) 1 45' Cl- 4� 4• 4 • , 4_ cli 4 I.'1'c.. 44 14' `If 1 v a I a a 4 : a • a b r A. l a a4 4a.. 4 ti a. �O f 4 4• 11 � a • 4 a 44 a- 4 4'' a '4 L -L-J. 4 . - .. 4 - AMFER 17'-0�, L BOLLARD (EXTERIOR) (TYP.) 61_Q„ (TYP.) (TYP.) MASONRY DUMPSTER SCREENING WALL (8" WIDTH X 7"-0" HEIGHT) (REFER TO ARCHITECTURAL PLANS FOR DETAILS) _STEEL BOLLARD (EXTERIOR) (TYP.) DUMPSTER GATE (SEE DETAIL THIS SHEET) DENOTES DUMPSTER I 12 PER DUMPSTER PAD) ( LAYOUT L� •� 04 6/6 WELDED 2" WIRE MESH . -�., y • :.', ; :: •'.' 6" CLASS A+3 CONC. 4" 21 A STONE COMPACTED SUBBASE r DETAIL w CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. z 17'-1" 0- uj c� 1 x6x6 TREATED BOARDS BOLTED TO IRON FRAME v lullrill.11 7.1,61 2x2x3/16 CANE BOOTS ANGLE IRON FRAME DETAIL DUMPSTER GATE DUMPSTER PAD & ENCLOSURE DETAIL NO Scale r MR STEP C CTYPJ v C\1J� n C� P 6' LV1D.T MIN, 60' DIAMETER MANHOLE REQUIRED, 2DP MANHOLE PVC CROSS C USE APPROVED FLEXIBLE RUBBER BOOT. STOPETO COUPLING 2T rc_ DROP PIPE e�PIPE STRAPS(STAINLESS STEEL)SPACED EVERY 2' VERTICALLY---40° RESTRAINED BEND s' 'a MAIN SEWER 4 .a4•' PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO 12) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3, VERTICAL DROP PIPE SHALL 8E STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESSSTEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD---30 NOT I MIN, 60' DIAMETER MANHOLE REQUIRED, MANHOLE PVC GROSS f" USETAPPROVED FLEXIBLE RUBBER --..�1 GASKETEV STOP COUPLING 27' - PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY --90' RESTRAINED BEND 'E 1 Pr 4' n MAIN SEWER PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P,V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF - STAINLESS STEEL. 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG, S--1-C2 TD-30 "M 8"MIN EMBEDMENT SPRING LINE OF PIPE (�✓J NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING -BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ?,%PALL 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 NTS FIG. S-3 TD-34 s _z N PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS j AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 4 I 1 I I /---- ADJUSTABLE TRAFFIC RATED VALVE, BOX W✓ LID u r-T - - M.J. GATE VALVE WATER Ai w h 1 I d w I6 LINE 2500 P.S.1. CONCRETE' a 2'X 2' BEARING AREA. THRUST BLOCK , $. d d d • 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL. EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-B NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 18"-22"VALVE BOX 7 CU. FT. #68 STONE 42"MIN '; : �� 6" GATE VALVE TEE 2500 P.S,I. CONCRETE X BASE AND THRUST d �,«`..i:r fl,,.`� P;�;• ' BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED 0� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A. STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 112' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 24' 8"MIN EMBEDMENT SPRING LINE /" 1 OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING --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 NTS FIG. S-3 M-34 T - �v u 5 77q$AyG r ic. No. 0402048'j07 Ar INTAL M E O O ON v N N C E v E W - i4 Lu V w 7t ¢ U. 96 L_ N W 0 m r-! 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Q y 0 v U W 0 0 m 0 0 Q 0 v N (D 0 Q 0 0 3 �a �O 6 fy O �r N G) z Q1 O 22 0 :2 a� E0 m � N 1 0 � 0 Y � n� D m Q s m 0� L D Y) V Y) n b1U HEIGHT OF i1 s OBJECT = 3.� FT 605 I 605 M } I + s 6oa 600 _ _ p 595N.,595 ` ___ __�� _� To'-� \ � 9 I 590 \ ° S'Tq v ' _ 590 585 585 EXISTING7Z \ GRADE 580 y�®a — HEIGHT OFF p 580 EYE = 3.5 FAT F 575 I s 575 FINISHED 570 s GRADE 570 p F ° 6 I 8 t5'• S 565 ' yip 565 56Q b — —-- INL I ~ 560 a z ` !HEIGHT OF u OBJ�CT = 3.5 FT 555 � � �_ �.._..... y 555 3 IN, 6 S SS k a I 550 550 yg4¢ {? I 545 ( 545 9+50 10+00 u 0 50 PROFILE SCALE 11+00 12+00 13+00 14+00 COLONNADE DRIVE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 NOTES: 1. ALL SURFACE DATA IS FROM ALBEMARLE COUNTY GIS. 2. SIGHT DISTANCE IS BASED ON AN ASSUMED DESIGN SPEED OF 35 MPH FOR COLONNADE DRIVE. 15+00 Is SCALE 1 "=30' 0 30' 60' Y ^• �ri C- 11l?W k f ,) AIZSf{l c. No. 0 020'=�',3(r did fn E O O NV N m G E E Lu W P 0 w0 c. w�—Lfi CL N z rlu ° �0t, oQ �" = V ' `in° �ch rn 00 d [+1 LL� ko r O H a U W 0 z O Ln w w Q 0 DATE 0510212019 DRAWN BY K. MELLON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1 " = Sit' a t � s F--I C , Lu V H W L U. LL ' O o" a Q, Wz ' UZ) U H u Z w Q� W W o C '^J V I I z 1� JOB NO, 43723 SHEET NO. ja 30 �G) z up I— L 0 CD 0 _0 0) 0 < G) F_ z Lu < z < > w w L- < 3: 7 fy 0 ro C) 0 0 co ti 0 7 zz zk Z11 J\ /1 y if fIN-1 'A c/ N. N 'y PRE -DEVELOPED DR41NAGEARE4 2 N, N N .. ! , \ 1 g ., ��m N N , PROPERTYLINE SHEETFLOWACROSS NORTHERN "I t/ AREA = 0.27AC Y\\ N,�� N" Z, 11 IMPERVIOUS OAC PERVIOUS 0.27AC "'N Sli T POST -DEVELOPED DRAINAGE AREA 2 ly :Z� SHEET FLOW OFFSITE ACROSS Z:,,7Z� it Ill V N NORTHERN PROPERTY LINE �J\ AREA = 0.08 AC IN IMPERVIOUS = 0 AC _Nt) PERVIOUS 0.08 AC N \6SIS POINT 2 �SIS POINT 2 V [A Fftt-�TY hi Pit-RTY L(N _JED= miii� FFE 567 50 N N _e r 4111e I A� I T 7- Ji "y v L-L TC PATH -DEVELOPED DRAINAGE AREA 1B POST %0 TO ANALYSIS POINT 1 (UNDETAIi 'ARE 0.03 AC IMPERVIOUS = 0 AC 7 13) ANAVSIS #07"'%,�ANAVSlS, A PERVIOUS 0.03 AC / , 6- - - , TC PA TH V J -0/01y/ :7- f 5!?v '7 // A�1` 41 PRE -DEVELOPED DR41NAGEAREA SI A TO ANAL PSIS POINT I AREA = 0. 78 AC IMPERVIOUS 0 A C -DEVELOPED DRAINAGE AREA 1A T K) POST -DEVELOPED PERVIOUS 0. 78 AC 1,45 TO ANALYSIS POINT 1 (DETAINED) Z 'POST -DEVELOPED DRAINAGE AREA3.,--.-';y AREA = 0.86 AC X IMPERVIOUS = 0.71 AC /x "/ /� - --- PERVIOUS = 0. 15 AC SHEET FLOW OFFSITE ACROSS 6k; - Z� __ - - - / / SOUTHERN PROPERTY LINE Z AREA 0.06 AC 7 WX N PERVIOUS = 0.06 AC Y / 7 IMPERVIOUS 0 AC z A Vz - y`1 WATER QUALITY ANALYSIS SITE DATA POST DEVELOPED AREA IMPERVIOUS = 0.71 ACRES MANAGED TURF = 0-32 ACRES POST DEVELOPMENT LOAD (TP) (LB(YR) = 1.28 REQUIRED REMOVAL WILL BE ACHIEVED THROUGH PURCHASING OF OFFSITE NUTRIENT CREDITS. TOP 0 PLATE 6" ORIFICE INV 562.10 STEEL PLATE STOR AGE PIPE 4.00 10 YEAR WSE 563.48 V 2 YEAR WSE 562.29 1 YEAR WSE 561.79 ELEV. 559.00 �i \ii ik-L-- v JITH TRASH RACK INV 559.00 UNDERGROUND CMP WEIR PLATE SECTION DETAIL WATER OUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE -DEVELOPED DRAINAGE AREA 1 AREA = 0.78 AC 0 AC (IMPERVIOUS) 0,78 AC (MANAGED TURF C SOILS) Tc= 15 MIN Q (CFS) V (CUBIC -FT) 1YEAR 0.89 2,614 10 YEAR 2.85 7,971 CHANNEL PROTECTION (ENERGY BALANCE): DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT POST -DEVELOPED DRAINAGE AREA 1 A TO ANALYSIS POINT 1 (DETAINED) AREA = 0.86 AC 0.71 AC (IMPERVIOUS) 0.15 AC (MANAGED TURF) Tc = 6 MIN Q(CFS) V (CUBIC -FT) 1YEAR 0.10 7,449 10 YEAR 2.39 15,202 POST -DEVELOPED DRAINAGE AREA 1 B TO ANALYSIS POINT 1 (UNDETAINED AREA = 0.03 AC 0 AC (IMPERVIOUS) 0.03 (MANAGED TURF) Tc = 6 MIN Q (CFS) V (CUBIC -FT) 1 YEAR 0.16 348 10 YEAR 0.49 1,045 ANALYSIS POINT 1 COMBINES POST -DEVELOPED DRAINAGE AREA 1A AND 1B Q(CFS) 1YEAR 0.24 10 YEAR 2.46 0 :� .(C)PRF-[)[-VI-LOPI-D*RVpR,=-[)Fv (:)DEVELOPED 80*ELOPED) /R VDIEVELOPED 0.24 CFS<- 0.80*(0.89 CFS*2614 CF)/(7449+348) CF = 0,24 CFS FLOOD PROTECTION: POST -DEVELOPED qo<- PRE -DEVELOPED Q10 2.46 CFS (POST -DEVELOPED Q10) s 2.85 CFS (PRE -DEVELOPED WATER OUANTITY ANALYSIS POINT 2 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE -DEVELOPED DRAINAGE AREA 2 AREA = 0.27 AC 0 AC (IMPERVIOUS) 0.27 AC (MANAGED TURF C SOILS) Tc = 10 MIN DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) POST -DEVELOPED DRAINAGE AREA 2 AREA = 0.08 AC 0 AC (IMPERVIOUS) 0.08 AC (MANAGED TURF) Tc = 6 MIN Q(CFS) V (CUBIC -FT) Q (CFS) V (CUBIC -FT) 1YEAR 0.37 915 1 YEAR 0.13 261 10 YEAR 1.15 2,744 10 YEAR 0.39 828 CHANNEL PROTECTION (ENERGY BALANCE): QDEVIELOPED C 0-80*(C)PRF--[)EVELOPE[D*RVPRF-E)F-VF-LOPF-D)/RV[:,EVELOPED 0.13 CFSs 0.80*(0-37 CFS-915 CF)/261 CF = 1-03 CFS FLOOD PROTECTION' POST -DEVELOPED qc)!5 PRE -DEVELOPED Q10 0.39 CFS (POST -DEVELOPED qo) 51.15 CFS (PRE -DEVELOPED qo) CC) Q SCALE 1 "=40' 40- JUG w S. K.11),JUZSIKI > ldc;� No. 04,1),2048507 0 Coe Lu u z 0 Ln 4 DATE 0510212019 DRAWN BY K. MELLON DESIGNED BY C. KOTARSKI CHECKED BY C KOTARSKI 1" 4 SCALE 0' ro uj 0 0 12� U z FBI < O �� Qua j ro < CC: u c 0 u UJ W _j c w UJ 2: w< 30 co _0 w _j po C) 0 2i Q O �c (D 5- 0 u) 0 c: V_ O `' zy 'on U) 0 2 O cl- x 0 � 0 6_1� 0 § b- 0) [- jy cn ro X vo c- fu E _Dc u C) M 0 JOB NO. 0 0 43723 0 SHEET NO.. 6.0 0 i 0 N SCALE 1 "=40' 0 40' 8u INTERIOR PARKING LOT LANDSCAPING INTERIOR PARKING LOT LANDSCAPING 1,591 SF m PROGRESS SET NOT FOR CONSTRUCTION rn E 00 M N vi N C E W E IL W O W0 t�0� QW UaMo aJ —+ d Q N ''S O Ln c _v >� F— Q �Ln o) O N � M 00 J kO F-- w Q 0 DATE 0612412019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 f' = 20 A LLW u H LL LL O z > J J � � Q/ = w U O —1 w c) J U Q Q W w �J m Z J 1 JOB NO. 43723 SHEET ��� �L1.0 HEIGHT VARIES WITH PLANTS 12" MIN. 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/WATEIR 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 RECOMMENDATIIONS 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 NlAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/E:XITS 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. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PIERIMETER AT INDICATED SPACING PLANT UIP TO EDGE OF SHRUBS UNLESS iOTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMIPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVERI 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 IV 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRt AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO i 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE OI` PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAI 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 PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPA 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 LLIlIIVIL I LI \ 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% OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 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 l3 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 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 CONCEPT PLANT SCHEDULE STREET TREE SMALL FLOWERING TREE ❑O PROGRESS SET 13 NOT FOR CONSTRUCTION IJ 17 STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED COLONNADE DRIVE 254.6 LF 1 LG TREE PER 35 LF 254.6/35 = 7.3 7 LG TREES 7 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 16,123.4 SF 16,123.4 x .05 = 806.2 SF 806 SF 1,591 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 47 PARKING SPACES 47/10 = 4.7 5 LG. OR MED. SHADE TREES 10 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIRIEMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.13 AC (GROSS SITE 10% CLOVER 1.13 AC x .1 = 0.113 AC 4,922 SF 20 LARGE TREES AT AREA) = 4,922 SF 339SF = 6,780 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -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. M E O Nu N E w m E ¢Uj mot LL O � _wj -a m orn O. Orj N Z W � � 3: 0 99 U_ Da 0c � >� _Ln rn N N M a � o w z O a ry U U) w a z O w w 4 0 DATE 0612412019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. 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