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HomeMy WebLinkAboutSDP201600060 Plan - Approved Final Site Plan and Comps. 2018-04-20t ' 1 • 1 • �1 OCTOBER 3, 2016 EN�CJ BUILDING OF IBM ARCHITECTURAL REVIEW BOARD OFFICIAL j VDOT VICINITY MAP: SCALE: . Xeswick j S' - 618_ . �� QZ spa 2 p �CS R (' Al 22 rt1r# _ #* ,£ pA f1f y 'ter �� Shadwell yh 731 Ua 6v, 41�#�.,",�$ r% w 823, t m r ��`t-� ` q� t �r� t`R a sQR­ r ✓JFK . a TM "93 !fir Kt�l' j arp t r g:�, :3 r y TM 94 lY—N L7' tai c»"X k f� p.WA .a.F �a 7291. ;� 836 ', s RU:� _,� � X � SL'w' a'"hSl "� s ?,ids S� 1ko IV 2000 ftg?1.1 >' N A 1'r lap ¢ Sheet List Table CO.0 COWER SHEET COA GENERAL NOTES C1.0 EXISTING CONDITIONS C1.1 OVERALL PHASE I PLAN C2.0 LAYOUT PLAN C2.1 LAYOUT PLAN C2.2 GRADING, DRAINAGE & UTILITY PLAN C2.3 GRADING, DRAINAGE & UTILITY PLAN C2.4 LANDSCAPE PLAN C2.5 LANDSCAPE PLAN C2.6 CONSTRUCTION DETAILS STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. LEGEND W WATER LINE (EX. / PROP.) BOUNDARY/ RIGHT-OF-WAY LINE WV® WMO WATER VALVE/ METER I.F. IRON PIN FOUND FHA FIRE HYDRANT I.S. IRON PIN SET YH C YARD HYDRANT SETBACK LINE BOA 0 BLOW -OFF ASSEMBLY EASEMENT LIMITS SS SANITARY SEWER LINE (EX./ PROP.) CENTERLINE CO o CLEANOUT f70 CONTOUR LINE (EX./ PROP.) MH- MANHOLE <--3:1-- X2.50% DEGREE/ DIRECTION OF SLOPE -SD- STORM LINE (EX. / PROP.) 479.70+ SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD 0 YARD DRAIN LP LOW POINT DS o DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GVO GMO GAS VALVE/ METER BM+ BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER PP -7 POWER POLE CG -12 VDOT STD, HANDICAP RAMP LP* LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUY,✓ GUY WIRE RCP REINFORCED CONCRETE PIPE EM o ELECTRIC METER CMP CORRUGATED METAL PIPE D TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX./ PROP.) VC VITRIFIED CLAY PIPE PED O UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM/ DWM 0/6-6 SINGLE/ DOUBLE WATER METER TBR TO BE REMOVED GV M GATE VALVE TBT TO BE TRANSPLANTED TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 4eH Or w_x -p 6i�,AIon- G-,' FrankIin 70 Lic. No. 35326 AA SS'ONAL ISS U Ea: 7/6/15 SCALE: - REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET SHEEP GENERAL NOTES: AVG. WEEKDAY TRIPS _ ADJ. STREET PEAKS PERFORMANCE AND (QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND I OR 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND 1 OR INSTALLING ALL SITE WORK AND PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF WORK. _ .. __ . 9.57 IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED . _. 11 I _ . -I_-_- _, 1.01 , - ..... _ _._ 10.1 8.78 WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 4 .. 40 35 THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS 0.52 . INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 484 i ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT 158 _. 12 I _ _ 14 BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED 18 SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 766 DESCRIPTION. ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN HEREIN. ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 4. _ DE ON-SITE. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES O S fi VER RED FROM THE TOP OF THE PIPE WATER AND EWER PIPES SHALL F FEET F O MEASURED HAVE A MINIMUM 0 3 O C ALL W S INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE IBY MULTIPLYING THE PROFFERED CASH SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE WASH -DOWN AREA, THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE ETC. SUBJECT TO APPROVAL BY THE DIRECTOR. PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES, NO CHANGES ARE TO FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ('VDOT') AT E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. EXTENSION OF THE LINE. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION E CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. ACTIVITY FOR THE UPCOMING WEEK. CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE: CONSTRUCTION AND MAINTENANCE OF SUCH FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN CHECKLIST. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS T STREET CONSTRUCTION ENTRANCE, CTM PLAN ITSELF, SUCH AS ESTABLISHING HE MAIN N , UNTIL AN ENDING DATE OR EVENT AS SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE PERMIT FOR AN ENTRANCE N ROUTE 2 AT B TTERFIELD LANE A SHOWN N THE APPLICATION IF VDOT ISSUES AN ENTRANCEO C p OU 50 U S S p O LOCATED IN BLOCK J (THE "COMMUNITY PARK'). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF COMPLETION OF H IMPROVEMENTS E COUNTY UPON CONAP THE PARK I NTS OR EARLIER THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE [REQUIRED PARK IMPROVEMENTS, THE PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A T'�i�JECT VDOT UNLESS OTHERWISE NOTED. CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE ���'°A NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. T ITS EXPENSE SHALL AT THE REQUEST OF THE ES THE OWNER A Q TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, � DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING CONTACT: ANDREW BONINTI APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARKAREAS"). THE OWNER 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO REQUIRED BY THE COUNTY. COMMENCING GRADING OF THE SITE.. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) 3:1 OR BETTER ARE TO BE ACHIEVED. 10. F UTILITIES TO SUPPORT PROJECT THE CONTRACTOR SHALL MAINTAIN SERVICE DURING THE INSTALLATION 0 , BLOCK WITHIN WITH THE TRAILS ARE LOCATED. PROPERTY SIZE: BLOCK'A' = 9.619 ACRES 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICESHALL BE IMMEDIATELY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE' RNID THIRTY (30) FOOT LANDSCAPE BUFFER ALONG REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ROUTE 250 (THE -LANDSCAPE BUFFER') AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. IN THE CODE OF DEVELOPMENT, THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION PERMITTED DENSITY: MAX. 400 UNITS = 4 DU l AC OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY,PERTY SUCH AS ROADWAYS, SHALL BE PROTECTEDTECTED FROM TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE REQUESTS: 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE HOMEOWNERSASSOCIATION OF RIVANNA VILLAGE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS HORIZONTAL: NAD83 SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 OWNERS. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY A DEPARTMENT TRANSPORTATION (VDOT). EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGIN( OF TRANSP 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16, ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAiNAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON 'THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE iNDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED) PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL VIS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4` 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' W COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. u ✓i 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41, FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR, TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES(. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. - 2 4 HOURS IN ADVANCE F THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (29fi 583) 8 OU S C 0 START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, & REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS ROR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PIUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR NATURAL ATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 'Y BE REQUIRED AT LOCATIONS NOT SHOWN FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION( PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 7I7HE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ! 1 !' !�Iii I!1 jR _�! i 1. SECTION 4.6.3.x. - LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS 2. SECTION 4.11.1 -COVERED PORCHES 3. SECTION 4.11.1 AND 4.11.2 —STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES 4. SECTION 4.12.9 STREET AND ALLEY PARKING 5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013 REZONING AS BLOCK D. 6. SECTION 4.12.4 - PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D 7. SECTION 4.12.6 - MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D. 8. SECTION 4.15.5.3 -ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. 9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. 10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS 11. SECTION 4.17.4(B) -- LIGHTING STANDARDS. 12. SECTION 14-233 - PRIVATE STREETS 13. SECTION 14-409D - COORDINATION AND EXTENSION OF STREETS. 14. SECTION 14-422 - SIDEWALKS AND PLANTING STRIPS 15. SECTION 4.16.2 - MINIMUM RECREATIONAL FACILITIES �7 �� �' . 1_ lI! �,1 \:1 �.\ I{�ii �\ I:� 11,1.1 l 1 - CODE LAND USE AVG. WEEKDAY TRIPS _ ADJ. STREET PEAKS SATURDAY SUNDA . _.__ . , _. _- _ _ .. -.. _ _ _... .. (PER UNIT) AM (PER UNIT} PM (PER UNIT) CODE OF VIRGINIA ("CODE'). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF . 210 SINGLE-FAMILY DETACHED _ .. __ . 9.57 _ 0.75 . _. 11 I _ . -I_-_- _, 1.01 , - ..... _ _._ 10.1 8.78 __ . _ ... . _ . 4... _ 38 .__ , _ 11 4 .. 40 35 230 ,CONDOM IN IUM / TOWNHOUSE / DUPLEX 5 86 0.44 0.52 . 5.67 484 i 0._ - _. _, . _ _._ , . _ _ 27 158 _. 12 I _ _ 14 153 131 I ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF TRIPS GENERATED19711 � 1.15 18 193 766 •:ice: 01 �� 11111 G �l NEIGHBORHOOD PROPOSED AFFORDABLE AFFORDABLE BLOCK UNITS REQ. UNITS REQ, A 31 15% 5* *DEVELOPER TO PROVIDE CASH IN LIEU OF BUILDING AFFORDABLE UNITS. 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE CODE OF VIRGINIA ("CODE'). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE, ANY UNIT FOR UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA. WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2. 2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOGL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES RELATED TO IMPROVEMENTS PROGRAM. DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN (RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS: SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (1 0) YEARS FROM LATER DETERMINED PRIOR TO THE END OF THE TERM OF THE CTM PLAN AS ESTABLISHED ( THEREIN) TO BE INADEQUATE TO SERVE THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. HEREIN. ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ('VDOT-), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET INDEX ('MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE IBY MULTIPLYING THE PROFFERED CASH SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR WASH -DOWN AREA, THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE SUBJECT TO APPROVAL BY THE DIRECTOR. UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ('VDOT') AT E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (II) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE E CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. 4. INTENTIONALLY OMITTED. G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP ACTIVITY FOR THE UPCOMING WEEK. 093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWIN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR IF THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE: CONSTRUCTION AND MAINTENANCE OF SUCH FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUBDITVI I N PLAT FOR THE LANDS IMMEDIATELY BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT UIREMENT OF THE ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS T STREET CONSTRUCTION ENTRANCE, CTM PLAN ITSELF, SUCH AS ESTABLISHING HE MAIN N , UNTIL AN ENDING DATE OR EVENT AS SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER CONSULTATION WITH THE OWNER, THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE INCLUDES, BUT IS NOT REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCKISEMITRAILER COMBINATION, TRACTOR TRUCKITRAILER COMBINATION, DUMP TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE PERMIT FOR AN ENTRANCE N ROUTE 2 AT B TTERFIELD LANE A SHOWN N THE APPLICATION IF VDOT ISSUES AN ENTRANCEO C p OU 50 U S S p O LOCATED IN BLOCK J (THE "COMMUNITY PARK'). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL OF DEVELOPMENT (THE "PARK IMPROVEMENTS'). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR COMPLETION OF H IMPROVEMENTS E COUNTY UPON CONAP THE PARK I NTS OR EARLIER THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE CONSTRUCTION EN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS CT ON VEHICLE USE THEN , UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE [REQUIRED PARK IMPROVEMENTS, THE CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER T'�i�JECT ���'°A NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. JLC. JL T ITS EXPENSE SHALL AT THE REQUEST OF THE ES THE OWNER A Q TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, � DEVELOPER: RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902, 434-974-7377 COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING CONTACT: ANDREW BONINTI APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARKAREAS"). THE OWNER COMPLETION OF SUCH AREAS AS THEY ARE SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREA S UPON THE C I 4 E. WATER STREET CHARLOTTESVILLE, V1ILLE VA 22 2 4 _ _ PROPERTY OWNER: RIVANNA VILLAGE, LLC, 31 S C 0 S 90 , 34 974 7377 CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE CONTACT: ANDREW BONINTI REQUIRED BY THE COUNTY. TAX MAP 1 PARCEL #: 79-25A, 93A1-4 IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) PROPERTY ADDRESS: 3500 STEAMER DRIVE MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A BLOCK WITHIN WITH THE TRAILS ARE LOCATED. PROPERTY SIZE: BLOCK'A' = 9.619 ACRES 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE ZONING: N M D (AS OF 07-09-14 - ZMA #2013-0012) 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE' RNID THIRTY (30) FOOT LANDSCAPE BUFFER ALONG MAGISTERIAL: SCOTTSVILLE ROUTE 250 (THE -LANDSCAPE BUFFER') AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED IN THE CODE OF DEVELOPMENT, THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND COMPREHENSIVE PLAN: TOWNNILLAGE CENTER DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION PERMITTED DENSITY: MAX. 400 UNITS = 4 DU l AC OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONIDITIONS: (A) THE OWNER RETAINS THE RIGHT TO DRINKING WATER NONE REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE WATERSHED: TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE REQUESTS: DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES IN 2014 OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE HOMEOWNERSASSOCIATION OF RIVANNA VILLAGE. DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD IOF OWNER MAINTENANCE, THE OWNER SHALL ENJOY N 3,890,142 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, E 11,520,058 SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE ELEV. 416.195 COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTEN117 REQUESTED BY THE COUNTY, ALL IMPROVEMENTS 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. FEMA MAPS 51003CO295D, 02/0412005 AND 51003CO325D, 02/04/2005 8. LANDSCAPE BUFFER ALONG GLENMORE WAY; TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE ALAND-USE FOR BLOCK A z AC MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED . . AREA STATISTICS: RIGHT-OF-WAY 1.113 12% BY THE CODE OF DEVELOPMENT. _ _--. . _ , - . ._. BLOCK A LOTS 4.086_ 4.2% - 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSIING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL 1 RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO AMENITY SPACE 4.420 46% - _ _ _ _ -- , THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT'). A SITE PLAN OR SUBDIVISION PLAT - _. , SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMr1S AND CONDITIONS OF THIS PARAGRAPH 9, TOTAL BLOCK A SITE ACREAGE: 9111 -,619 100% INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE - - -,-11 - s S ILL BE LOCATED. THE AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNIT W _ .._-.. _. <IMPERVIOUS AREAS2.442 - 25% SUBSEQUENT OWNERIBUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOILDS WITH INCOMES LESS THAN EIGHTY PERCENT "' (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND . _ . GREEN SPACE 4.234 44% HOMEOWNERS INSURANCE ("PIT(') DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. _. . Notes: _. . A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE -- , THE MINIMUM REQUIRED AMENITY SPACE ''IS 2-1 ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS THE MINIMUM REQUIRED GREEN SPACE IS 25% DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) ( GREEN SPACE IS AMENITY SPACE MINUS IMPERVIOUS -1- I- AREA AREA IN AMENITY SPACE WILL BEA AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE IMPERVIOUS AREAS INCLUDE ROADS, , DRIVEWAYS, CURB CUTS, SIDEWALKS, BLDGS, & TRAILS .- _ _. . CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/[BUILDER SHALL HAVE THE RIGHT TO SELL THE SETBACKS: 10' FRONT SETBACK UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S), THIS PARAGRAPH SHALL APPLY ONLY TO 10' REAR SETBACK THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. 5- SIDE SETBACK (15'W/ SIDE ALLEY) B. FOR -RENT AFFORDABLE UNITS. MAX. NUMBER OF EMPLOYEES: NOT APPLICABLE WITH PHASE 1 (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFOR©ABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, PARKING REQUIREMENTS: REQUIRED PARKING: SINGLE FAMILY ATTACHED UNITS (2 BDRM) = 2/UNIT x 27 UNITS= 54 THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAYBE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF GUEST SPACES = 0.25/UNIT X 27 = 7; 61 TOTAL SPACES REQ'D. THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN PROVIDED PARKING: 27 UNITS x 2 (MIN) ON LOT SPACES PER UNIT = 54 SPACES THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS + 13 ON STREET SPACES = 67 SPACES PROVIDED ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS - SEE HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM'). PLANS FOR DETAILS. (2) CONVEYANCE OF INTEREST, ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE MAXIMUM BLDG. HEIGHT: 50' ALLOWABLE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN - ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING OPEN SPACE STATISTICS: TOTAL BLOCK A SITE AREA 9.62 ACRES THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 9B. AT LEAST THIRTY 30 DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE ( ) o AMENITY AREA (LINEAR PARK WI TRAILS) 4.25 ACRES (44.1 /o) UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 9B HAVE BEEN SATISFIED. AMENITY AREA 4.25 ACRES plus + (3) REPORTING RENTAL RATES, DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM OTHER OPEN SPACE 0.17 ACRES FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING minus - OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH IMPERVIOUS AREAS 0.28 ACRES UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT equals OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA TOTAL GREENSPACE AREA 4.08 ACRES (42.4%) PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ,I/1�1 �H 0 j' (�,,-;) c 7 Alan G. Franklin I Ec. No. 35326 � .O W, `� ss� 0 /VA I ISSUED: 7,!5/15 SCALE: - REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS A 403 680 If A 250 -2 A/`G E�"QRE ASSO 79- S 5EWER,AGF�EEMEN' I MIT AN. t -D-1 DE -19( COMMERCIAL f f 'qt4 RE 7 -S DEVELOPMENT AL -D- 4@0 — 0 7 T -R R I T E TIL AN b fw:� P tOPEN ? ESiPENTIA� ""I RE, WOODED NTT No 2 0 ACRE� _WEILAND ?HE tAINFIE, ASFMRT 1 0 0,\N. R E D. 20k) I �/ I'\ I - x \/ / // - iL COMMERCIAL J TRP -7-9-1) DEVELOPMENT ilk DE E,/ 101 RESIDW / � ! \x I _\ I DN 4 WOODE COMMERCIAL DEVELOPMENT E�, WOOD ,ED 0 --EN mo Ssoc, % L 7LANj, GREEMENT.,- P. S WEI TY 4f L[MtTS,-�' 44f) 0 P E N/ TY -P. A )DEQ/�/ L) ��LAN 15�, 7, 4� WOQD�D 40, WOOD �\. 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G PHIC SCALE CS SAN.- SEWER A ZEE NT LIMITS 100' 50' 0 100' 200' 00, klan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpeLCOM 15H OF 17 Uc. No. 35326 124 10NA 1, ISSUED: 7/6/15 SCALE: ill = 100' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMEW 3 of 11 0 Lli D < 0 C) _j __j Lij > Lij c) < ISSUED: 7/6/15 SCALE: ill = 100' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMEW 3 of 11 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com VH OF Alan G. Franklin Ik No. 35326 94 01VA 1, 11 ISSUED: 7/6/15 SCALE: ill = 100' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMM EN - SHEET C1.1 4 of 11 � W n w z Q (n D 0 < LLJ > (Y' Q Q OO nroo ISSUED: 7/6/15 SCALE: ill = 100' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMM EN - SHEET C1.1 4 of 11 + LOT Al rr (SFID) Y, 00#1 <------ ''BLOCKALIMITSS LOT A2 6, _ - ; (SFD) A Av v A LOT A3 Z V, (SFD) fi -J1 J, & t LOT ii A4 (SFD) Nz 114� y, "S x Y r 7��, x _'A J I v - x L /Z- -q— V x V 'c 1'_1i jj I N X el - 7), XI 8' MULTI -USE TRAIL AS N SHOWN ON APPROVED PHASE I ROAD PLANS v < x (SUB 2015-119) V( Af 70' LANDSCAPE BUFFER, TYp. V, BUFFER PLANTINGS # X SHOWN ON APPROV PHASE I ROAD PLAT` (SUB 2015 \ , 25�1; X V'­ �Y X JI c_( IT r Jj Op _9 % x X X W /X' I A I I L to AAy 'n AA Awlv__ T­Z'F� I 12 Elc > 0 I0 — — — — — — — — — — — — — — — — — — — — — — Ir - — — — — — — — — — I — — — — — —-- EXISTING PARKING LOT BLOCK A LIMITS II 6' ASPHALT TRAIL DETAIL ON SHEET C2.6 r ---r. — — — — — — — — -- — i---- I I ----I — IL I I I L L7— — — — — — — — — — — — — — — — — — — — — - L II I II I - L-A - 1;V + 21� x ON -STREET PARKING , �X- x VILLA A7 -0 UQ SF) -- GUEST SPACES (TYP) FFFE 395.67 J-, BFIFE 386.67 EN E/GREE 51' � 4ff PACE TYP. 5 AILS) IT" ly D A Sf" A 7 A c- Gr\MPHIC LALE: A STREET TREE AS SHOWN ON APPROVED PHASE 1 ROAD 20 10' 0 20' 40' PLANS, TYP. 20' A' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF `101 71 Alan G, Franklin Lica No. 35326 LLO N A L ISSUED: 7/6/15 SCALE: Ill = 20' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET I SHEET 0 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com V��IH Or' 71 Alan G. Franklin Lic. No. 35326 ,� 10 lz� N, ls� 'IONA L ISSUED: 7/6/15 SCALE: ill = 20' REVISIONS: 10/15/15 - VDOT/ACSA/C0 COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET I SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com <1\ r W�011 or Alan G. Franklin Lic. No. 35326 ISSUED: 7/6/15 SCALE: III = 20' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET SHEET C2.2 7 of 11 Lj 4" SAN. SEWER 1 1" 193 8 � %za'67 �-', m i P. (CO)d. Alan Franklin PE, Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �pOH Or Alan G. Franklin -a Lic. No. 35326 10 kv, S/AON A L ISSUED: 7/6/15 SCALE: III = 20' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET I SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 0", `1611 Alan G. Franklin Lic. No. 35326 10 slO N A ISSUED: 7/6/15 SCALE: III = 20' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET SHEET C2.4 9 of 11 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 1 0, Alan G. Franklin Lic. No. 35326 ss 'ONAL. PrA ISSUED: 7/6/15 SCALE: ill = 20' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET I SHEET i rAd"- 10 of 11 Z < ILL Z 0 UJ uJ LLJ < 00 ISSUED: 7/6/15 SCALE: ill = 20' REVISIONS: 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL 04/03/18 - SIGNATURE SET I SHEET i rAd"- 10 of 11 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. 1 MM EDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE N07T AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS, PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FlINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. 1211 SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB --n IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER MULCH LAYER- (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE THAI FINISHED GRADE 3" TAPERING UP TO 1" AT TREE COLLAR. BLEND WITH TO EXISTING GRADE AS PLANTING SOIL MIX NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) FINISHED GRADE 11 IT, PLANTING SOIL MIX RE GIVE ANE�li ATNO192ORMT PACKAGING AFTER FINAL PLACEMENT OF ROOTBALL SCARIFY BASE OF PIT. BREAK — THROUGH AND LOOSEN ALL HARDPAN PREMOVE AS NECESSARY) TO ACILITATE PROPER DRAINAGE COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON 12" 2 "311\ 111f DOWNHILL SIDE OF PLANTING t�l --� �-- -\ –f AREA � inkfelf) I wayma 14 0 :11 a SECTION TRENCH EDGE AROUND ENTIREAREATO BE MULCHED V, IT RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE 711150YPI-3 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR TREE STAKING 0 A 20 TRENCH EDGE A ENTIRE AREA TO MULCHED PF71ZPP TO Ti ROOTBALL PIT DETAIL f A �-2-0 TREE PLANTING SECTION JLCH LAYER LTIVATED SOIL L-001 SECTION, PLAN L-01134 N.T.S. N.T.S. Fiff er Fabric - 4 FT Wide Min 42" Toll &uard Post Nkirafi 140N or Equivalent (Installation By Others) - '-17 grid Reinforcement (Typ"-.,) Refer to Wait Profile. fo/leogrid Type, Geoqr� d Location Anchor Cap Unit Secure to Top Unit w/ Concrete Adhe�;iye 9S.4 1V Anchor Vertica Units Drainage Aggregate Min 12" Thick J Retained coil Weephole- Compact ki Min 95% Daylight Pipe0 Standard Proctor Density Through Wall 40' OC 5pacii ng (Typ) Reinforced Fill SEE PLAN VIEW FOR All VLOT NQ. 57 stone'a Q. 0 -1) V ffla 0 ON STREET PARKING llv V L�7 In Reinforc,,;d Zan & -,y Plate Tamper LBcJsfil4 Use 'vibratory —JoDen-sify5tone Stone Leveling Pad 4" Ilio. brain Pipe PC.) ( t Sep- brain betail) 6" Thick x 24" Wide, RETAINING WALL CROSS SECTION 2" SM 9.5A ASPHALT SURFACE 3" BM -25 ASPHALT BASE COURSE (Not to Scale) 4" VDOT 2 1A AGGREGATE BASE COMPACTED SUBGRADE 95% (TYP) Cap Unit Filter Fabric Over VbOT No. 57 Stone 60' R..W. �ecure to Top Jriit Murafi 140N :r Equivalent 'J. 41 10� 5 6.5' 2b' 6.5' 41 Concrete Adhesio &ec9rid Peinforcernent TYP. SIDEWALK 6' PLANTING STRIP (CURB T CURB) 6' PLANTING STRIP SIDEWALK —TYP. TYP. TYP. ,SRW Units Drop Inlet 3' MIN. m N 11 1 op 10 01 0 4 41- 1104" Manhole P-4+1 A -I Cut Geogri'd Around Manhole Use All Na. 57 Stone In Reinforced Zone I ',Around Storm StrL1CfL1r-,? to Min 24" Ain 24" 7 4 Min 24" 2% CONCRETE SIDEWALK, VOOT STD. TYP. CG -6, TYP. WINDING ROAD 2% 2% TYPICAL SECTION (PARKING ALLOWED ON ONE SIDE, SEE PLAN) 2% 2% 2% 1 2°/6 I - -.-- 177,77-7777T, SCALE:)/4" = 1' 2" SM -9.5A ASPHALT PATH i 4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. FCOMPACTED SUBGRADE 6' MIN. 61 ASPHALT PATH SECTION Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Op I e4 - Alan G. Franklin Lic. No. 35326 a' w 10 AA 'ONAL ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 10/15/16 - VDOT/ACSA/CO COMMENTS 04/04/17 - CO. PLANNER COMMENTS 05/22/17 - CO. PLANNER COMMENTS 10/03/17 - REV. RETAINING WALL �•J