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SDP201800015 Plan - Revision Final Site Plan and Comps. 2017-07-19
HASH 1 N JIX/ANIIkIA viii i a I ��\ A ■ a 0 0 � r M 0 r oil 11014H FA%"Olff ljffl;�,, 1 0 I :P111i tiol000fflifil In IF M _1►1I1!\N0 F1 DIMM C: i L 1 n W ._ m s <` 6 In IF M _1►1I1!\N0 F1 DIMM C: i L 1 n W ._ m A /kill i 11 .. „ . GENERAL NOTES: 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 1 OR 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE: AUTHORITY INSPECTORS. THE AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA-) ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE CODE OF VIRGINIA ("CODE'). AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND 1 OR INSTALLING ALL SITE WORK AND WORK. THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 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 WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 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 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 THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS/ SOURCES AND HAVE NOT ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL 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, 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 THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND„ FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY 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 BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. DESCRIPTION. BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) 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 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. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, 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 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 ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH ETC. CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH 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 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. CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO 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 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 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 EXTENSION OF THE LINE. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION 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 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 FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. 4. INTENTIONALLY OMITTED. 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 S. 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 SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, CHECKLIST. 7, THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS 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 SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY 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 PLAINS CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY 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 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 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. 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 IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN REQUIREMENTS OF THE PERMIT SHALL GOVERN. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK AAS SHOWN ON PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VIDOT ISSUES SUCH AN ENTRANCE PERMIT FOR THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK MAY NEVERTHELESS 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 SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A PROJECT DATA. VDOT UNLESS OTHERWISE NOTED. CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510,757-282-1 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 RIVANNA INVESTMENT HOLDINGS LLC; 1 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1 PROPERTY OWNER: S O GS C, 50 S S CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. CONTACT: TIM CULPEPPER DURING CONSTRUCTION UNLESS IT 1S DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. REQUIRED BY THE COUNTY. TAX MAP / PARCEL #: 93A1-4 IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED 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 PROPERTY SIZE: BLOCKS B - F = 16.11 ACRES MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A ZONING: NMD (AS OF 07-09-14 - ZMA #2013-0012) COMMENCING GRADING OF THE SITE.. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF MAGISTERIAL: SCOTTSVILLE 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER 3:1 OR BETTER ARE TO BE ACHIEVED. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE PERMITTED DENSITY: MAX. 400 UNITS - SEE TABLE ON SHEET 4 IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER; SHALL BE RESERVED FOR PUBLIC USE AND TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS DRINKING WATER NONE ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. WATERSHED: ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR WATER & SEWER: ALL LOTS IN ALL PHASES OF RIVANNA VILLAGE TO BE SERVED BY PUBLIC (ACSA) WATER & SE CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR, UNIFORM TRAFFIC CONTROL DEVICES. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE 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 111. REQUESTS: NONE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE 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 DATUM: VERTICAL: NAVD88 CONSTRUCTION INDUSTRY (29 CFR PART 1926). HORIZONTAL: NAD83 SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, BENCHMARK: VDOT MONUMENT ADJACENT TO GLEN'MORE WAY NEAR ROUTE 250 ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS ELEV. 416.195 CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. OWNERS. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005 MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY START OF CONSTRUCTION. 9. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE ANDIOR FOR -RENT UNITS, SUBJECT ALWAYS TO SETBACKS: SEE TABLE ON SHEET 4 THE TERMS AND CONDITIONS CONTAINED HEREIN (THE -AFFORDABLE HOUSING REQUIREMENT'). A SITE PLAN OR SUBDIVISION PLAT MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE PARKING PARKING PARKING MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN W/ 2 -CAR GARAGE & 2 -CAR PARKS APRON EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE BOUNDARY LINE OR A NATURAL WATERCOURSE. STRUCTURE. NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) TOWNHOUSE (2.25 SPACES/UNIT) 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BIE REQUIRED AT LOCATIONS NOT SHOWN CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISION(NG AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT TOTAL: 76 161 157 4 CG -9(A, B OR C). 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF SEE PLANS FOR DETAILS. SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. AREA STATISTICS: IMPERVIOUS AREA: . .. .. , . _ AC °f0 STANDARD PE -1. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL __ PAVED AREAS IN ROW; .134,633: 3.09 19% AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. .. _. : ... - 71 I PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT PERVIOUS AREA: 434,011 : 9.96 62%' SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN -TOTAL SITE ACREAGE:** 7411,5410 16.11 :100°l0' FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL -' -- -- ... - - -- . - - . - - `- --- - -- -1 - STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. TRIP G E N E RAT I C� N ESTIMATES: AND VOID. 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CODE LAN? USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY_;, SUNDAY.. _ _. _ _ __.. _ _. ___ _ � ,. _.. _ __ 1111 OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH (PER UNIT AM PER UNIT) i. PM PER UNIT . ( { ), CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE ... 210 SINGLE-FAMILY DETACHED 9.57 0, 75 1.01 10.1 ; 8.78 PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. _, _. _. 44 _ .. 421. _w 33 44 444 386 REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR _. 32 188 14 17 18 155 11- CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE„ THEY ARE DEEMED NECESSARY IN 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. SPECIFIED. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY 24. ALL HANDICAP PARKING SPACES SHALL BE IDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE VDOT FOR PUBLIC ROADS. 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. 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. 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 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. 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 WAIVERS (ZMA 2013-00012) APPROVED BY SQS 07l09I14: TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO 1. SECTION 4.6.3.X. - LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS EXCEED 2% IN ANY DIRECTION. 2. SECTION 4.1 1.1 - COVERED PORCHES 30. DUMPSTER PADS TO BE MINIMUM 10' x 1 O'. AN ADDITIONAL VIS REQUIRED IN FRONT FOR WHEEL BEARING. 3. SECTION 4.1 1.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES 4. SECTION 4.12.9 STREET AND ALLEY PARKING 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 30)00 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARIDS. 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. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT 6. SECTION 4.12.4 - PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D 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. 7. SECTION 4.12.6 - MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D. 6. SECTION 4.15.5.3 -ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. 33, ALL PITC CONDUIT SHALL BE SCHEDULE 40. 9. SECTION 4.15.11 -SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 10. SECTION 4,16 -RECREATIONAL AREA REGULATIONS 11. SECTION 4.17.4(B) - LIGHTING STANDARDS. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 12. SECTION 14-233 - PRIVATE STREETS 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL 13 SECTION 14AO9D -- COORDINATION AND EXTENSION OF STREETS. SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE, 14. SECTION 14-422 - SIDEWALKS AND PLANTING STRIPS 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE 15. SECTION 4.16.2- MINIMUM RECREATIONAL FACILITIES ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 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 PEDESTIALS 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. PROFFERS: 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 SCHOOL 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 (10) 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 RIVANINA. 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 BY 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 MAW 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 F. 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 S. 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 SHOWN 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 SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-010-00200 TO GRANT THE REQUIRED EASEMENTS CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, 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 TRUCK/SEMITRAILER 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 IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION 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 AAS SHOWN ON THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VIDOT ISSUES SUCH AN ENTRANCE PERMIT FOR THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK MAY NEVERTHELESS 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 PROJECT DATA. COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510,757-282-1 TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE CONTACT: TIM CULPEPPER COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION !PLAN (THE "LINEAR PARK AREAS"). THE OWNER RIVANNA INVESTMENT HOLDINGS LLC; 1 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1 PROPERTY OWNER: S O GS C, 50 S S SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE CONTACT: TIM CULPEPPER CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE REQUIRED BY THE COUNTY. TAX MAP / PARCEL #: 93A1-4 IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED PROPERTY ADDRESS: 3500 STEAMER DRIVE 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 PARKAREAS WITHIN TWELVE (12) PROPERTY SIZE: BLOCKS B - F = 16.11 ACRES MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A ZONING: NMD (AS OF 07-09-14 - ZMA #2013-0012) BLOCK WITHIN WITH THE TRAILS ARE LOCATED. 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE MAGISTERIAL: SCOTTSVILLE 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE -RESERVATION ZONE' AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG ROUTE 250 (THE "LANDSCAPE BUFFER') AS SHOWN ON THE APPLICATION PLAN, THE /USE AND MAINTENANCE OF WHICH IS DESCRIBED PERMITTED DENSITY: MAX. 400 UNITS - SEE TABLE ON SHEET 4 IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER; SHALL BE RESERVED FOR PUBLIC USE AND DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION PROPOSED # OF UNITS: SEE TABLE ON SHEET 4 OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MA114TAIN THE EXISTING VEGETATION WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (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 WATER & SEWER: ALL LOTS IN ALL PHASES OF RIVANNA VILLAGE TO BE SERVED BY PUBLIC (ACSA) WATER & SE CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING REQUESTS: NONE HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. FIELD VERIFIED BY ALAN FRANKLIN, PE AND ROUDABUSH, GALE & ASSOCIATES IN FEBRUARY AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE DATUM: VERTICAL: NAVD88 OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY HORIZONTAL: NAD83 THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, BENCHMARK: VDOT MONUMENT ADJACENT TO GLEN'MORE WAY NEAR ROUTE 250 SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE N 3,890,142 COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF E 11,520,058 THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS ELEV. 416.195 CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005 MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED BY THE CODE OF DEVELOPMENT. MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE EMPLOYEES: 9. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE ANDIOR FOR -RENT UNITS, SUBJECT ALWAYS TO SETBACKS: SEE TABLE ON SHEET 4 THE TERMS AND CONDITIONS CONTAINED HEREIN (THE -AFFORDABLE HOUSING REQUIREMENT'). A SITE PLAN OR SUBDIVISION PLAT MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE PARKING: AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE ON -LOT GUEST SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND PARKING PARKING PARKING HOMEOWNERS INSURANCE ("PITI-) DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. RESIDENTIAL UNIT TYPE QTY REQUIRED PROVIDED REQUIRED NOTES SINGLE-FAMILY DETACHED (2 SPACESIUNIT) 17 34 34 0 A. FOR -'SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE W/ 2 -CAR GARAGE & 2 -CAR PARKS APRON ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS SINGLE-FAMILY DETACHED (2 SPACES/UNIT) 27 54 54 0 DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE W12 -CAR GARAGE & NO PARKING APRON NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) TOWNHOUSE (2.25 SPACES/UNIT) WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED WITH 2 -CAR GARAGE & 1 CAR PARKING APRON 18 41 41 0 PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE TOWNHOUSE (2.25 SPACESIUNIT) UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO WITH 2 -CAR GARAGE& NO PARKING APRON 8 18 16 2 Guest parking accomodated on -street* THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. TOWNHOUSE (2.25 SPACES/UNIT) WITH 1 -CAR GARAGE & 1 -CAR PARKING APRON 6 14 12 2 Guest parking accomodated on -street* B. FOR -RENT AFFORDABLE UNITS. TOTAL: 76 161 157 4 (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABILE UNIT SHALL NOT EXCEED THE THEN -CURRENT *Approximately 50 guest parking spaces available on adjacent streets throughout neighborhood in proximity to units needing guest spaces AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF SEE PLANS FOR DETAILS. 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 NOTEXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE 5 YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS {) AREA STATISTICS: IMPERVIOUS AREA: . .. .. , . _ AC °f0 ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS EiUILDINGS: 110,5516 2.54 1$°l0 :. QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR r... _ - � - - - - - - HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM -).o __ PAVED AREAS IN ROW; .134,633: 3.09 19% (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE .. _. : ... - 71 I AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. INl 3-111 I'll PAVED AREAS ON LOT: 22,340'; 0.51 % ... _,_ _ _... ..__.:.. _. ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING _. -. I 11 THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED PERVIOUS AREA: 434,011 : 9.96 62%' BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE -TOTAL SITE ACREAGE:** 7411,5410 16.11 :100°l0' UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE -' -- -- ... - - -- . - - . - - `- --- - -- -1 - AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 9B HAVE BEEN SATISFIED. TRIP G E N E RAT I C� N ESTIMATES: (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM - - - - - - . - - - --- . __11 FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING CODE LAN? USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY_;, SUNDAY.. _ _. _ _ __.. _ _. ___ _ � ,. _.. _ __ 1111 OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH (PER UNIT AM PER UNIT) i. PM PER UNIT . ( { ), UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA ... 210 SINGLE-FAMILY DETACHED 9.57 0, 75 1.01 10.1 ; 8.78 PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. _, _. _. 44 _ .. 421. _w 33 44 444 386 .. .... _ ;. -_ 230 CONDOMINIUM I TOWNHOUSE / DUPLEX .._. 5.86 0.44 0.52 5.67 4.84 _. 32 188 14 17 18 155 11- TRIPS GENERATED 609 47 61 626 541 RE Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com N'- OF rL/ oo (P; . y t) 7 Alan G. Franklin � Lic. No. 35326 W .0 4,/, - Z' . `sS tai' jaNA� E LL 06 Q U (D Q U)Z U 0<� O- J� } m Q > Z J Z) W Q �U H 7 U)L Z � � LL Q W m > Q ��W U)Q 2 CL W 0 Z 9 w Z w 0 ISSUED: 43-16-18 SCALE: - REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (BLKS C/D) SHEET x-- 2 woo A// I 'Ir f k 79- /I/ - I I I r r CSAIG r U4, -'A �EN,MO J) VA k N, W-ETW 0 sAN.-SE n --ZZ N It Um4Ts-,-,1- E Tb�Le A \ \ t R ID AW J COMMERCIAL DEVELOPMENT if 34 q -6, P- AR' E SIDE !AL�' W, �'R NTIAL -P�79-u-'1rj13kLzj E I D Y, P P tip 17\ 794D-Ia, t N� RY, -Sip "NT A/ " V7\, R E 6614, If 4k N�: VA LKN 1-A 'X 1vir OPEN 'k�&15ENTI 4P# 1AF WOODED '11k TIA N If "I N. N L lrl>- 4 LLI 1 if iA. a, IT f- UHE �E - 4"' juj IT IL" 15N, �Z 77 *14 f W !AL- V ID X h Pi COMMERCIAL DEVELOPMENT HZ N, P-7 0 v---', OODED N, N - -4 -1 ENTA&P'/ w /4" A IkLl -g 4) f &N N VN\ 14 COMMERCIAL DEVELOPMENT it\ N k., A, N Xx Z Lu 0',DRAIXAGE, ESM, s," Al N, -RE ANAGEO ------ 1,224P� 447-41 004\ ISTEE WOODED G AIGLENW -WE-R-AGREEMENT - UPEN N A m WOODED 10, _j I < WETLAND k WOODED 0 r WOODED fLT EME'N F=T'J,-AN D IT 7,-k 6H 50 AT7 DEN 0.131 1��04 P. 201 j 4 9PEN OODED /cu m WET J�OODE6 T TIVIP A3A1 Wt= I LAJ QA .70/ACR R DE E§ D A INV�EST MENT F�JVAN N ASSOC - \ "q ",I � , --ENMORE ACSAIGL S M -SEWER A E HOLDINGS �LC/ Y -5 ARR EL J L &TS-- -11400, STREAWBUFFER OPEN L NTiA� \7 REStDE-NT WOODED WOODE WETLAND 'WOODE� Irmp 00-54 MP --UhAk�E$' G 'RADY INTEFWrft" '65C Er -D-HUGHES RESIDENTIA -RESIDENTIAL -YU MI 81, L REt 70- fA D RO T "Q E (D� UARR f WOODED TO DIDZO S PROV E 8,M4A-- TMP / , 1 1 - 7�-ZK -ANlfTLAND WILLIAM, /RESIDE 'I Dt NTIAL/ r 4f N EW R-,' ws.A /V ENTR E, KVf D, -49A -EASEM TIMP 80 WAM CAT -20 TMR 79 DO�AIb` IN\ ESPE NTIAL PARCEL-- JENTIA ire N47 *T MAH -A C8A/GLEN ORE ASS "4 W AN. SEWER REEMENIT LIM 260' 50 160' ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranldinpe.com "L't H op Alan G. Franklin Lic. No. 35326 w 0 LLO N A L 0-"*%% LL 06 Z 0 U) Z. (D 0 Of Z 0 I > 0 Z > �Z F - Z UJ CL 0 w 17- w U) j 0 .j j < w Z > LL w LJJ C) 00 1 T- W w U) ISSUED: 03-16-18 SCALE: 1 100' REVISIONS: 1 06/01/18 - ADD GAIRAGES (BLKS C/D) I SHEET . .. ........ . ...... ..... ...... - ................ ........... LOT B6 LOT B16 (SFD) 1h B17 (SFD) , D V, V 25' 501 100, 200' 3.3 Lot Regulations. (From Code of Development) 9M ALLOWABLE BUILDING HEIGHT M, LOT B10 (SFD) B11 B12 SFD) -REP BLOCK TABLE 3.3 - Lot Regulations NON-RESIDENTIAL & MIXED-USE 1 Area and Area and Bulk Setback Regulations MIN. STORIES I Bulk Regulations 1 50 Regulations so -BLOCK BLOCK 1Minimum---- Maximum Lot Min. Front Min. Side M 11 Ra r 1 50 Lot Size (s.f.) Size (sf.) Setback Setback Setback 1 65 BLOCK E. f. 50 1 Single Family 3,000 None 10 5 5 Detached 1 40 1 40 BLOCK H Single Family 3,000 None 10 5 5 Attached Villas 50 BLOCKJJ 1 50 (e.g. duplex or 50 BLOCK K NA NA NA multiplex) 13-45 42' 'BLOCK H 2.03 1.81; Single Family 1,300 None 10 5 5 Attached 40 -90 74: BLOCK J 31,22 4 Townhouses 57' TOTAL ACREAGE OF RIVANNA VILLAGE Non -Residential, N/A N/A 0(5) 00) 0 Multifamily and 1: ONLY A PORTION OF BLOCK b is PROPOSED TO BE DEVELOPED VViTH 8 RESIDENTIAL UNITS AS PART OF PHASE I B. THE REMAINING POR TION OF BLOCK D WILL BE DEVELOPED IN A LATER PHASE AND WILL LIKELY Mixed -Use :NON-RESIDENTIAL AND RESIDENTIAL USES.i BLOCK A 9.91 2_ONILYA PORTION O F BCbdK F is PROPOSED tbbE_bEVELbPED'IVIfH_6 ' Buildings ADDITIONAL RESIDENTIAL UNITS WILL BE DEVELOPED IN A LATER PHASE. BLOCK A 0� � BLOCK I b 1. When a unit has a road at its side, the minimum sideyard setback is increased to 10 feet. BLOCK B 2. There shall be no minimum setback (i.e. zero ft.) along the side property line at the point olf 6.711 attachment of two or more single family dwelling units of any type. oi 3, -"Intentionally Omitted". 4. Building envelopes for individual lots may vary when a utility or landscape easement encroaches on 4.64 a lot to a greater degree than the prescribed setbacks. 5. Build Ta Lines-, Structures in block D to be built to the property line along the frontage of alli public BLOCK C roads except where property lines are radii. 9M ALLOWABLE BUILDING HEIGHT M, LOT B10 (SFD) B11 B12 SFD) -REP BLOCK RESIDENTIAL NON-RESIDENTIAL & MIXED-USE PROPOSED UNITS MIN. STORIES MAX. HEIGHT (FT) MIN. STORIES MAX. HEIGHT (FT) A 1 50 8 so -BLOCK BLOCK 1 501 C 60 BLOCK C 1 50 1 50 BLOCK D 1 50 1 65 BLOCK E. 1 50 1 50 BLOCK F I so I so BLOCK G 1 40 1 40 BLOCK H 1 50 1 55 BLOCK 1, 1 so1 50 BLOCKJJ 1 50 1 50 BLOCK K NA NA NA NA S_E1 AREA =? TS U N PIIkE�E 19 I bLUL;K A SEE PHASE 1A VILLAS SITE PLAND _11,�_111��,`,,-_ WEI STREAM `AFFORUABLI: HOUSING BY BLOCK PHASh 1 CODE OF DEV. AC. NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE AFFORDABLE UNITS UNITS REQ. PROVIDED A 31 15% 5 0 8 17 15% 3 0 C 32 15% 5 0 D 8 15% 1 0 E 13 15% 2 0 F 6 15% 1 0 TOTAL UNITS 107 15% 17 0* THE OWNER INTENDS TO CONTRIIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH REQUIRED� AFFORDABLE UNIT. SUCH PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL. INSPECTION AND PRIOR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. LOTS FOR POTENTIAL AFFORDABLE UNITS ARE DESIGNATED AS (AU) ON SHEET 4. 'DENSITY BREAKDOWN !kESIDENTIAL`biTY_b tNsAT_A_' BY -BLOCK AVAILABLE ON -STREET PARKING ZONE, TYP. (NOT REQ. PARKING) PROPOSED TALL WATE TANK (BY OTHER \AIT 7 RPO #1315'7--i (�\ - j SIDEWALK CONTINUATION 4� EAST RIVANNA FIRE j '- �; I 6 F L U -1-1-1-i I J DEPARTMENT F7 I'T BLOCK K 1T'U1'1!7T]11TF71T - - - - - - - - - - - - - - - - - - AMENITY & GREEN SPACE Invo M41 .PHASE 1A AC CODE OF DEV. AC. CURRENTAC. CHANGE ;DENSITY RANGE PROPOSED UNITS ,BLOCK A 9.80 9.91 AG 10'-41 31 'BLOCK B 6.76 6.71: <1 8'-35 17, BLOCK C 4.66 4.641 AMENITY SPACE PROVIDED 8!_50 32' BLOCK D (1) 2,39 2.39i 0 0�_80 81 note 1 LOCK E 2.76 2.84 3 01-36 13, ;BLOCK F'(i 1.621.61 <1 Qi -24 6 note 2 IMP. AREA WITHIN AMENITY SPACE_. • 1.28 IMP. AREA WITHIN AMENITY SPACE 1.86 ;PHASE I TOTAL 107, .BLOCK 0 (2) 2.39 2.39 EQUALS TBD: note I B Lbck� 1" (2} 1.62 1.61 <1 0-24 6: note 2 BLOCK d 5,62 5.66; <j 13-45 42' 'BLOCK H 2.03 1.81; 11 O -12 4: BLOCK 1 21-90 21.61' <2 40 -90 74: BLOCK J 31,22 4 <1 57' TOTAL ACREAGE OF RIVANNA VILLAGE PHASE 1 DEVELOPMENT BREAKDOWN PROJECT TOTAL 290; PHASE 2 DEVELOPMENT BREAKDOWN (UNDER SEP. REVIEW) DENSITY RANGE REQUIREID BY CODE OF DEVELOPMENT,t 275-400 1: ONLY A PORTION OF BLOCK b is PROPOSED TO BE DEVELOPED VViTH 8 RESIDENTIAL UNITS AS PART OF PHASE I B. THE REMAINING POR TION OF BLOCK D WILL BE DEVELOPED IN A LATER PHASE AND WILL LIKELY INCLUDE A MIX OF :NON-RESIDENTIAL AND RESIDENTIAL USES.i BLOCK A 9.91 2_ONILYA PORTION O F BCbdK F is PROPOSED tbbE_bEVELbPED'IVIfH_6 ' RESIDENTIAL UNITS AS PART OF PHASE 1B. ADDITIONAL RESIDENTIAL UNITS WILL BE DEVELOPED IN A LATER PHASE. BLOCK A 0� AVAILABLE ON -STREET PARKING ZONE, TYP. (NOT REQ. PARKING) PROPOSED TALL WATE TANK (BY OTHER \AIT 7 RPO #1315'7--i (�\ - j SIDEWALK CONTINUATION 4� EAST RIVANNA FIRE j '- �; I 6 F L U -1-1-1-i I J DEPARTMENT F7 I'T BLOCK K 1T'U1'1!7T]11TF71T - - - - - - - - - - - - - - - - - - AMENITY & GREEN SPACE Invo M41 .PHASE 1A AC % 'PHASE 18 AG % ;PHASE 2 (UNDER SEP. REVIEW) AC % JOTAL PROJECT (PENDING) AG TOTAL ACREAGE 9.91 100% TOTAL ACREAGE 16.11 100% ;TOTAL ACREAGE (AFTER VDOT DED.) 62.87 100% T TOTAL ACREAGE (AFTER VDOT DED.) 88.61 100% ,AMENITY SPACE PROVIDED 4.42 45 AMENITY SPACE PROVIDED 4.13 26% AMENITY SPACE PROVIDED 32.09 51% 'AMENITY SPACE PROVIDED 41,03 461/6 MINUS WINUS MINUS MINUS IMP. f� WITHIN' Mt I YSP A A NT ACE 0.28 IMP. AREA WITHIN AMENITY SPACE O�36 IMP. AREA WITHIN AMENITY SPACE_. • 1.28 IMP. AREA WITHIN AMENITY SPACE 1.86 EQUALS EQUALS EQUALS EQUALS ;GREEN SPACE PROVIDED 4.14 42% i:GREEN SPACE PROVIDED 3,77 23% GREEN SPACE PROVIDED 30.81 49%'GREEN SPACE PROVIDED 39.17 441/6 NOTE: BLOCK K IN PHASE 2 IS THE FIREHOUSE PROPERTY OWNED BY OTHERS. AS SUCH IT IS PRESUMED THAT NONE OF ITS ACREAGE CAN BE CLAIMED AS OPEN SPACE OR IGkEENSPAdE IN THESE CALCULATIONS, THEREFORE ITS ACREAGE IS NOT INCLUDED AS PART bFT'HE TOTAL ACREAGES PRESENTED ABOVE. BLOCK AREA BREAKDOWN TOTAL ACREAGE OF RIVANNA VILLAGE PHASE 1 DEVELOPMENT BREAKDOWN (11A & 113) PHASE 2 DEVELOPMENT BREAKDOWN (UNDER SEP. REVIEW) AC; ACI AC BLOCK A 9.91 BLOCK A 9.91 BLOCK A 0� � BLOCK I b 6.71 BLOCK B 6.711 -,BLOCK b oi BLOCK C 4.64 I B LOCK C 4.64; BLOCK C ;'BLbckb 2.3-9; 9-; D (PARTIAL) 1.20' BLOCK D (PARTIAL) 1,20 BLOCK E 2 .84� BLOCK E 2.84 'BLOCK E BLOCK F 1.61 BLOCK F (PARTIAL) 0.72 BLOCK F (PARTIAL) BLOCK G 5.66 BLOCK G 01 -BLOCK G 5.66: LOCK H� 1.81 BLOCK H 0 "BLOCK H: 1.81 `BLOCK 1 21.61 BLOCK 1 01 BLOCK 1 21.61 BLOCK J 31.43. BLOCK J oi BLOCK J 31.43 .BLOCK K 6.6 1 'BLOCK K NA, BLOCK K • NA RM DE DICA T -ION ALO NG'R TE -250 (B L-0-6 K J) b.i4� f�/W bEDIdAtION ALONG RTE 260 oo R]W DEDICATION ALONG RTE �5o (BLOCK j) 0.14: TOTAL 94.76' 26.02 TOTAL 62.74 NOTE: BLOCK K, WHILE PART OF THE RIVANNA VILLAGE DEVELOPMENT, IS UNDER SEPARATE OWNERSHIP AND THEREFORE NOT PART OF PHASE 1 OR, PHASE 2 DATA dan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@aianfranklinpe.com AAA VT Ir 'TH OP X, P, Alan G. Franklin Lic. No. 35326 W 0 41 /0NAL 06 U) Z 0 0 > Z > F_ Z < 0 W LJ W U) J Z LL W > UW ) <k 17 13- ISSUED: 03-16-18 SCALE: ill = 50' REVISIONS: 10118/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (ELKS C/D) SHEET 101stj 5 STREAM CROSSING 0 10, 20' 40' $0' w 29": ON -LOT__ SIDEWALKS &– STOOPS TO BE DETERMINED BY HOME BpILDERTYP.— +_00 - ------ )0 25+00,+ 2 INFRASTRUCTURE PE AVAILABLE ON -STREET —\ 22' APPk6VED ON SUB20-15--l-1-9 . ........ ------- PARKING ZONE, TYP. ROAD PLANS (NOT REjQi �-PARKINGJ_ -,END Of -I NFRASTRUCTURE 51k 7 19 PH A U"' _J -- - ---- ILI f_\ j_�__JZJ_ A§E1 PA -D Alan Franklin PE, LLC� Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-631-5544 alan@alanfranklinpe.com op, Alan G. Franklin Lic. No. 35326 0 4j, AA <6 /ONAL ISSUED: 03-16-18 SCALE: lit = 20' REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES {ELKS C/D) Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �A_T H 0F Alan G. Franklin Lic. No. 35326, 10 .oNAL ISSUED: 03-16-16 SCALE: 1 " = 26' REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06101/18 - ADD GARAGES (BLK5 CID) - -- ----- — -- ---- _ - TlE TO EX.:. OV1DE PVC'.:...., �'` ON -LOT SIDEYISAL & ,. ( 2 K PR - STOOPS -T BE ---- ,� _. 4� _ '*. - 1.� - - 4t --- — - s , - - -- - - —L- -- - --- - --- -- --WAL E �LEt �/E_-UNDER � � -- �w �xI -- DETERMI D BY HOME ' `,8"ACSA WATERLINE `., WALK, TYP. ' II -ABLE ON -STREET %- - PARK IN ZONE, TYP — — — - -- - - - �t �R TYP. -- - - ---- - - - - - ---- - -- _ -- - -- --- STEAMER DRIVE - - - 9+5"AC WATER T•iN FEE© ` ,� --- - - t� ---- _.--- f - 3, - ---- - --- NOT REG PARKING) - — -- --- n - --- - --- `� € _.__ m SHEET w B4 (SFD) B13 B14 (SFD) LO1 B5 LOT B15 LOT B6 B16 (SFD B7 (SFD) 88 3FD) B9 iFD) B10 (SFD) 1311 B12 (SFD) County of Albemarle Conservation. Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-1.1.1-297 for complete specifications) � 1. The folloviving items shall be shown on the plan: I� Trees to be saved, �1 Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing, Grade changes requiring tree wells or walls- Ell alls Ell Proposed trenching or tunneling beyond the ltl itis of clearing. 2. Markings - All trees to be saved shall be marred with print or ribbon at a Height clearly visible to equipment operators. �1 o �Laciiti shall be until t1tU trot txtartciti has been inspected and approved by a County Inspector. \ �' g g p 3. Pre -Construction Conference: \ Ell Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: \ \ \ Ileavy equipment, vehicular traffic and storage of construction materials including sell shall not be pe:rinitted within the dripl nes of trees to be saved. 5. Soil Erosion. and Stormwater Detention Devices: 0 Such devices shall not adversely atfLet trees to be saved. 6. Fires - 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toldc Materials: " Toxic materiels shall not be stored within 1.00 feet of the dripline of trees to be saved. 8. Protective Fenclna: 'frees to be retained ,,within 40 feet of a proposed building or grading activity shall be protected by fenccing.. Fencing shall. be in place and shall be inspected and approved by a County Inspector prior tet grading or construction. 9. Tree Wells: When the ground level trust be raised within the dripline of a tree to be saved, a tree Novell shall be prodded and a construction detail submitted for approval. 10. Tree Walls - Ell When the ground levet must be lowered .within the driptine a tree to be saved, a tree wall shall be provided; and a ct3nstruttion detail submitted for approval, IL Trenching and Tunneling: id When, trenching is required within the iii -nits of clearing, it stiall he done as far away front the ttunlss o ftrees as possible. Tunneling t it i anticipated that necessary trenching -will destroy feeder roots. r tree shall be considered as ;psi alternative when s l; 5 under a large e p 5 12, Cleanup: �4 Protective fencing shall be the last items removed during, the final cleanup. 13. Damazed 'frees: 0 Damaged trees shall be treated immediately by printing, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 3/16/2018 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page i of i I L e N,/ Vv ....; LOCK S PHIAS t I LAS S PLANS ' LOT A4 (SFD)/ TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 16.110 Farmland Credit: 0.000 Recreational Credit': 0.000 Open Space Credit: 4.130 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit: 0.000 Agent Approved Credit. 0.000 Basis for Canopy: 11.980 Al. Basis for Canopy 11.980 Min. Tree Canopy Requirement: 20% (see Section 32.7.9.9.b) Total Required Canopy: 2.396 B. PROVIDED: Acres Preserved Area (Wooded): 2.121 (See Plan) Bonus Factor 1.25 Total: 2.651 C. BALANCE: Acres Tree Canopy Requiired (Al): 2.396 Tree Canopy Preserved (B): 2.651 Additional Canopy (Required: -0.255 (No additional canopy required) Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required ADDITIONAL LANDSCAPE REQUIREMENTS: Landscaping with a Parking Area (5% of Paved Area): NIA (No pa Parking Lot Trees: N/A Street Trees: 5,550 If of R.O.W. frontage in Phase 1 B 5,550150 = 111 Street Trees Required 123 Street Trees Provided (See Approved Phase 1 Road Plans - SUB 2015-119) Screening: BMP SCREENING - SEE PLAN ARB: N/A PLANT SCHEDULE E Qty. Symbol Botanical Name Common Name Size CanopylUnit Species Canopy Comments Trees 10d Cedrus CitOClara Dt'OCiclr Cedar`-$' 143 ! 1,430 'Alternative/Mix - Picea pungens 'glauGa' 4 LILagerstroemia indica Crapemyrtle 6'-8' 77 308 54 PS Pinus strobus White Pine 6'-8' 11.8 6,372 Alternative/Mix - Juniperus virginiana 'Canaert' Canopy Provided = 8,1 IO ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aian@alanfranldinpe.com Alan G. Franklin Lic. No. 35326 ,0,. °NAS. - ISSUED: 03-16-18 SCALE: 1" = 50' REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (BLKS CID) SHEET a i P' d +► :g a a 1_ TYP. Y 5' S' SIDEWALK 6' PLANTING STRIP TYP. % 2% CO -12 GENERAL NOTES 1. THE DET€CTA13LE WARNING •SHALL BE PROVIDED BY TRUNCATED OCMES. - V ¢� 2. DETECTABLE WARNING TO BE CLASS 'A-3 CONCRETE -f CLASS A-4 IF PRECAST: - -8� WITH SLIP RESISTANT INTEGRAL- SURFACE COVERING THE FULL- WIDTH OF THE: - - Gil MAX - RAMP FLOOR BY 2 FOOTIN LENGTH IN THE DIRECTION OF PEDESTRIAN - - - TRAVEL. .OTHER .TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE -- TYPE A WAR IN Y BE USED WITH H APPROVAL OF THE ENGINEER. N G. MAY THEI PERPENDICULAR 3. SLOPING '. SIDES. OFCURE]RAMP MAY BE. PS)URED M❑NOLIT HIGAI.LY WITH RAMP FLOOROR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. - TONq -4. IF RAMP FLOUR IS PRECAST, HOLES' MUST BE PROVIDED FOR ODWEL BARS -.SO THAT AD41NING.FLARED SIDES CAN BE CAST IN PLACE. AFTER PLACEMENT (If - 5`MIN. PRECAST RAMP FLOOR. :PRECAST CONCRETE SHALL BE CLASS. -A-4. 5; REQUIRED. BARS ARE TO BE NO. -5 X a'' PLACED. - T CENTER TO CENTER ALONG _ - 12:1 BOTH. SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM. - - CONCRETE. COVER 1!/%a : - - - - - 6. CURB. 1- CURB AND GUTTER- SLOPE TRANSITIONS ADJACENT TO CURB RAMPS - - - -TYPE ' B - - ARE INCLUDED IN PAYMENT FOR CURB I CURB. ANO -GUTTER. _ _ _ PARALLEL 8 7::- CURBRAMPS ARE TO' BE LOCATED ASSHOWN ON THE PLANS OR AS DIRECTED' 6Y THE ENGINEER. THEY. ARE TO HE PROVIDEDATINTERSECTIONS WHEREVER - AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY- OF A HIGHWAY FACILITY - - CROSSE5 A CURB REOAADLE55 OF WHETHER SIDEWALK IS EY15TING,PROPOSED, L1 RAAX OR NONEXISTENT. THEY MUST BE LOCATED -WITHIN' PEDESTRIAN CROSSWALKS t AS: SHOWN- ON PLANS CR AS DIRECTED BY. THE ENGINEER, AND .SHOULD NOT 121 MAX BE . LOCATED (BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES: FIR - HYDRANTS: DROP INLETS, ETC.' ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5rMIN x - x UNOBSTRUCTED STABLE'FIRM AND SLIP RESISTANT PATH .CONNECTING ALL - I ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. ' +MIN - - - 5.. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS' PROVIDED THAT AT",{; , 2" HIGHER THAri. THE CURB OPENING -IS-PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE.- AT THE CONNECTION OF. THE CURB OPENING IS - TYP CAT * W ,SAME AS .TOP OF CURB PERPENDICULAR TO THE CURB. - 9. TYPICAL CONCRETE SIDEWW.H iS 4"- THICK. -WEEN 'THE ENTRANCE RADIICANNOT - - E - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL $t PERPENDICULAR - TRAFFIC,REFER TO .STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY - - TRUCK TRAFFIC)FOR CONCRETE DEPTH. _ 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED .USE PATH, THE MINIMUM. WIDTH SHALL BE. THE WIDTH OF THE. SHARED USE PATH It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'K a LAIDING AREA SHALL. BE PROVIDED TO MANEUVER A WHEELCHAIR. - - - INTO THE CROSSWALK WITHOVT GOING INTO THE TRAVELWAY'. THIS 4'. 4'. - LANOING AREA MAY INCLUDE THEGUTTERPAN. TRUNCATED DOME .c1 12. ALL CASES WHERE CURB RAMPS INTERSECT- A.RA]IAL SECTION OF �-2C m CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE: � a WARNING SURFACE SHALL HAVE A'FACTORY -RADIUS OR BEFIELD- 0 D O O 0 D z -MODIFIED.. AS RECOMMENDED BY THE MANUFACTURER TO MATCH ,I - _ L _ THE -.BACK OF CURB, _ - O O O' D O D O a a D 0 D 0 C O 0 D a D LAvamc RAMP + 000000000000000 1 :k. ❑ 0 0 0 0 0 0 .0 0 '0 0 0-' 0 0 D �„1 nii 0 0 0 4 0 0 0 0 0 0 0.O 0 0'O Ot 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 - N_ 150Y. -$5Y. OF BASE DIAMETER O 0-' 0 O O 0 O O O O O O O O 01 t DIAMETER - 0.91 `WARNING - - - - - DETECTABLE C ' T HACK. OF CURB '- 4, A VARIABLE FULL WIDTH OF F D RAMP LOOK _I SEE NOTE 12. - H E DIAMETER I- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL vacrr CG -12 DETECTABLE WARNING SURFACE SPECIFICATION - ROAD AND ERODE STANDARDS _ REFERENCE SHEET I OF 5' ! REVISION DATE - (GENERAL NOTESa) 2O3.G5 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 5D2 In O O i �v CV V- t� 1C} ilt7 1', 14+ (Cy I by C t7y OO i Cry r 0 In LID ' 0 to LL) V ion WTESI CG -12 I - ag I TAS ITET,i MAY B PRECAST RECAST OR CAST IN PLACE. N uiui I P-3CD MMM + r 2. CI1NCtiETE' TO BE CLASS A3 IF CAST N PLACE *5 DOWELS, $" LONG+I PERMISSIBLE CONSTRUCTION �zi- rya a`) Do IF PRECAST. 40 P51 od �C) - AT 12' C -C. g' MIN. - JOINT_ _ - 12,1 MAX. 3, CURB HAVING A OR OF 300 AID _ ❑ v) Z _ _ I 12:1 WAX_�;. B _ f - - MONO FACS OF CURB) B) MALL BE PIUS FOR AST MISTING 12:1..MAX - 1 - WITH BUFFER STRIP j RADIAL C4AiEI. 0- -' I f�ROPOSED GRADE - P -. 4, -. THE .. DEPTH OF. CURB -MAY BE:RECUICED AS MUCH AS 3' (1511 DEPTH)OR INCREASED AS MUCH AS d• ttp; 2 , 3' :(21" DEPTH) IN ORDER THAT THE BOTTOM ' -COINCIDE TRUNCATED DOMES - 12'1MAX' - ''.- - ISI I ' OF CURB WILL WITH THE TOP OF • A SUBSTRUCTURE: - '.. COARSE OF THE PAVEMENT OTHERYBSE THE DEPTH IS TO BE I&I AS SHOWN, I 5"0" MIN -- � j 37.69 LF OF 18" 50.00 LF OF 15"D HDPE tQ 2. 0% - NO AD,U5I�MENT: IN'THE .. PRICE- BID 19 TO BE. NIDE.; EX. NORM i HDPE @ 3.95% Ido OF ROADWAY CURB - - BACK OF CURB 48 ;1 WITH BUFFER STRIP - FOR A DECREASE OR AN INCREASE IN DEPTH r - - 5'.NIN A,' ` e. D - CG -2. IS TO-B'E-USED ON ROADWAYS I��ETING - 5' - � 'd• :A;' VAk. SURFACE THE REQUIREMENTS FOR CC -S AS SHOWN IN -DESIGN !wy P', • A` • a SECTION A A - APPENDIX -A OF THE VOOT ROAD MANUAL, '1J1 Y� . - PERMISSIBLE - IN. _THE, SECTION CMI G5. URUAII STANDARDS. "d'- "d'. N CROSSWALK - t p'SEC-TION S -B .d. d. CROSSWALK.. BASE.. - - -`\ A 4' SQUARE LANDING MEA - - - j1I II - OUTSICE OF TRAVELWAY " - �Bi HF L HE PROVIDED FOR- . - - CROSSWALK PERPENDICMAR CROSSWALK - WITHN THE MARKED NOTES: FOR. GENERAL NOTES ON THE DETECTABLE .WARNING' SURFACE, - _ CRISSWALK: AREA - SEE SHEET NOF 5; N 6.- b _ THE REQUIRED LENGTH OF 'A PARALLEL RAP - TYPICAL PLACEMENT d A- AT INTERSECTION - - 2' 2' RADIUS ri SLOPE. WITHIN CROSSWALK _ - BURR SUBBASE s' DEWALKTRI? APPLICATION - MI.IIMUM RAMP .LENGTH ROADWAY GRAVE IN FEET - - DIAGONAL PLACEMENT - IN PERCENT 1 4" CURB 5" CURB - 0 4 S o - - - - - 5.- - 1 - 5 '7 - n _".S M1 A - - 2 5 B S 6 S ',^`Ns,,�'\\�\ WAL 4 H 12 A 4'SDUME LMO"C AREA T F TRAY AY Ou SbE 0 ELw SHIL P IN E IF f• L RE R P CR AR A OL E A 4' S AIiE LANDING AREA T I T V- AT OU SDE OF RA Lw. - - 5. 15 [.14055 - - PER pC11LAi.-fRC6SYlALH �' - 'SHALL BE PROVIDED FOR - - - d A d• SURI LK PERPEIDYCUI.AR CROSSWALK -. WITH BUFFER STRIP CRGSSW WITHIN THE MARKED - - CROSSWALK AREA. - - XVQ❑T_ XV r CG 12 DETECTABLE WARNING _ SURFACE _ SPECIFICATION ROAD HIND BRIDGE STANDARDS 105 - - - TYPE' B ,(PARALLEL:) APPLICATION - SHEET 3 OF 5 REVISION DATE 7111 - - VIRGINIA DEPARTMENT OF TRANSPORTATION - - - 502 --- - 203.07 - SUBBASE ACCEPTABLE ALTERNAnVE' IF CURB IS EXTRUDED SP V=r NICEA /��� �p STANDARD �+I� CURB 6 RB ROAD L4, AND BRIDGE STANDARDS 108 - - - - REVISIONDATE- SHEET 1-qF-T - 502 _ - - - - - VIRGINIA' DEPARTMENT OF TRANSPORTATION a i P' d +► :g a a 1_ TYP. Y 5' S' SIDEWALK 6' PLANTING STRIP TYP. % 2% CO -12 GENERAL NOTES 1. THE DET€CTA13LE WARNING •SHALL BE PROVIDED BY TRUNCATED OCMES. - V ¢� 2. DETECTABLE WARNING TO BE CLASS 'A-3 CONCRETE -f CLASS A-4 IF PRECAST: - -8� WITH SLIP RESISTANT INTEGRAL- SURFACE COVERING THE FULL- WIDTH OF THE: - - Gil MAX - RAMP FLOOR BY 2 FOOTIN LENGTH IN THE DIRECTION OF PEDESTRIAN - - - TRAVEL. .OTHER .TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE -- TYPE A WAR IN Y BE USED WITH H APPROVAL OF THE ENGINEER. N G. MAY THEI PERPENDICULAR 3. SLOPING '. SIDES. OFCURE]RAMP MAY BE. PS)URED M❑NOLIT HIGAI.LY WITH RAMP FLOOROR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. - TONq -4. IF RAMP FLOUR IS PRECAST, HOLES' MUST BE PROVIDED FOR ODWEL BARS -.SO THAT AD41NING.FLARED SIDES CAN BE CAST IN PLACE. AFTER PLACEMENT (If - 5`MIN. PRECAST RAMP FLOOR. :PRECAST CONCRETE SHALL BE CLASS. -A-4. 5; REQUIRED. BARS ARE TO BE NO. -5 X a'' PLACED. - T CENTER TO CENTER ALONG _ - 12:1 BOTH. SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM. - - CONCRETE. COVER 1!/%a : - - - - - 6. CURB. 1- CURB AND GUTTER- SLOPE TRANSITIONS ADJACENT TO CURB RAMPS - - - -TYPE ' B - - ARE INCLUDED IN PAYMENT FOR CURB I CURB. ANO -GUTTER. _ _ _ PARALLEL 8 7::- CURBRAMPS ARE TO' BE LOCATED ASSHOWN ON THE PLANS OR AS DIRECTED' 6Y THE ENGINEER. THEY. ARE TO HE PROVIDEDATINTERSECTIONS WHEREVER - AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY- OF A HIGHWAY FACILITY - - CROSSE5 A CURB REOAADLE55 OF WHETHER SIDEWALK IS EY15TING,PROPOSED, L1 RAAX OR NONEXISTENT. THEY MUST BE LOCATED -WITHIN' PEDESTRIAN CROSSWALKS t AS: SHOWN- ON PLANS CR AS DIRECTED BY. THE ENGINEER, AND .SHOULD NOT 121 MAX BE . LOCATED (BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES: FIR - HYDRANTS: DROP INLETS, ETC.' ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5rMIN x - x UNOBSTRUCTED STABLE'FIRM AND SLIP RESISTANT PATH .CONNECTING ALL - I ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. ' +MIN - - - 5.. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS' PROVIDED THAT AT",{; , 2" HIGHER THAri. THE CURB OPENING -IS-PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE.- AT THE CONNECTION OF. THE CURB OPENING IS - TYP CAT * W ,SAME AS .TOP OF CURB PERPENDICULAR TO THE CURB. - 9. TYPICAL CONCRETE SIDEWW.H iS 4"- THICK. -WEEN 'THE ENTRANCE RADIICANNOT - - E - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL $t PERPENDICULAR - TRAFFIC,REFER TO .STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY - - TRUCK TRAFFIC)FOR CONCRETE DEPTH. _ 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED .USE PATH, THE MINIMUM. WIDTH SHALL BE. THE WIDTH OF THE. SHARED USE PATH It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'K a LAIDING AREA SHALL. BE PROVIDED TO MANEUVER A WHEELCHAIR. - - - INTO THE CROSSWALK WITHOVT GOING INTO THE TRAVELWAY'. THIS 4'. 4'. - LANOING AREA MAY INCLUDE THEGUTTERPAN. TRUNCATED DOME .c1 12. ALL CASES WHERE CURB RAMPS INTERSECT- A.RA]IAL SECTION OF �-2C m CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE: � a WARNING SURFACE SHALL HAVE A'FACTORY -RADIUS OR BEFIELD- 0 D O O 0 D z -MODIFIED.. AS RECOMMENDED BY THE MANUFACTURER TO MATCH ,I - _ L _ THE -.BACK OF CURB, _ - O O O' D O D O a a D 0 D 0 C O 0 D a D LAvamc RAMP + 000000000000000 1 :k. ❑ 0 0 0 0 0 0 .0 0 '0 0 0-' 0 0 D �„1 nii 0 0 0 4 0 0 0 0 0 0 0.O 0 0'O Ot 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 - N_ 150Y. -$5Y. OF BASE DIAMETER O 0-' 0 O O 0 O O O O O O O O 01 t DIAMETER - 0.91 `WARNING - - - - - DETECTABLE C ' T HACK. OF CURB '- 4, A VARIABLE FULL WIDTH OF F D RAMP LOOK _I SEE NOTE 12. - H E DIAMETER I- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL vacrr CG -12 DETECTABLE WARNING SURFACE SPECIFICATION - ROAD AND ERODE STANDARDS _ REFERENCE SHEET I OF 5' ! REVISION DATE - (GENERAL NOTESa) 2O3.G5 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 5D2 LIJ W EQUAL TO WIDTH OF SIDEWALK' TYP. �- CONTRACTION JOINT H CURBING PLAN +r• -• r r c . .� r �r- • 1X" DEEP CONTRACTION/SCORE X2" EXPANSION JOINT W/XY RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED - WWF 6"X6"W1.4XW1.4W/2" 1 • MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE I j) I 1 jYf SECTION ! 1' TYP. 61'- 671 R.O.W. 011 VARIESi 36' - 42' 5' I I 6' PLANTING STRIP SIDEWALK CONCRETE SIDEWALK- BROOM FINISH WITH TYP' p TOOLED EDGES I O $ PLAN, SECTION 9 2% N.T.S. 1 2'% a: It .. . S. ;Tik.• ilf'-Y+/ w�`if''yrtt'fJ'�"zIs'r,�'"'f."'�...P`. N , 11, , �` w - - . x ...,. . ;'. , k- .: - ., - _k • .. a0.\%✓„fi R..�^.... CONCRETE SIDEWALK, VDOT STD. PAVING SECTION TYP.CG-6, TYP, PER VDOT STD. A_� VILLAGE PARK AVE BIW STEAMER & GLENMORE WAY $ TYPICAL SECTION Y%a yy �N1,1' Nt r YA 4 a I In O O i �v CV V- t� 1C} ilt7 1', 14+ (Cy I by C t7y OO i Cry r 0 In LID ' 0 to LL) V ion 4 CG -12 I - ag A N uiui I P-3CD MMM + r �cnT'�zl- I *5 DOWELS, $" LONG+I PERMISSIBLE CONSTRUCTION �zi- rya a`) - od �C) - AT 12' C -C. g' MIN. - JOINT_ _ - 12,1 MAX. * _ A, MIN - _ ❑ v) Z _ _ I 12:1 WAX_�;. B _ f - - MISTING 12:1..MAX - 1 - WITH BUFFER STRIP j GRADE I 0- -' I f�ROPOSED GRADE - P A TABLE7 - - Lp 2 , TRUNCATED DOMES - 12'1MAX' - ''.- - ISI I SEE SHEET 1 OF 5. FOR DETAILS.- - '.. �E I 5"0" MIN -- � j 37.69 LF OF 18" 50.00 LF OF 15"D HDPE tQ 2. 0% 5NAPE TQ MATCH FACE EX. NORM i HDPE @ 3.95% OF ROADWAY CURB - - BACK OF CURB 48 ;1 WITH BUFFER STRIP - 20!1 -413 :'1_ - - 5'.NIN 1`, yp11. 12:1 VAk. rMiN. ` SECTION A A Y� WITHOUT BUFFER STRIP PERMISSIBLE JOINT TIRING TION N CROSSWALK - t p'SEC-TION S -B - -i. 4- CROSSWALK.. - - -`\ A 4' SQUARE LANDING MEA - - - j1I II - OUTSICE OF TRAVELWAY " - �Bi HF L HE PROVIDED FOR- . - - CROSSWALK PERPENDICMAR CROSSWALK - WITHN THE MARKED NOTES: FOR. GENERAL NOTES ON THE DETECTABLE .WARNING' SURFACE, - _ CRISSWALK: AREA - SEE SHEET NOF 5; _ THE REQUIRED LENGTH OF 'A PARALLEL RAP - TYPICAL PLACEMENT IS LIMITED TO 15 FEET, REGARDLESS _ OF .THE - - - AT INTERSECTION - - SLOPE. WITHIN CROSSWALK _ - BURR TYPE B PARALLEL s' DEWALKTRI? APPLICATION - MI.IIMUM RAMP .LENGTH ROADWAY GRAVE IN FEET - - DIAGONAL PLACEMENT - IN PERCENT 1 4" CURB 5" CURB - 0 4 S o - - - - - 5.- - 1 - 5 '7 - n _".S M1 A - - 2 5 B S 6 S ',^`Ns,,�'\\�\ WAL 4 H 12 A 4'SDUME LMO"C AREA T F TRAY AY Ou SbE 0 ELw SHIL P IN E IF f• L RE R P CR AR A OL E A 4' S AIiE LANDING AREA T I T V- AT OU SDE OF RA Lw. - - 5. 15 [.14055 - - PER pC11LAi.-fRC6SYlALH �' - 'SHALL BE PROVIDED FOR - - - B 14 15 WITHIN WITHIN THE UYIKEO �°5WP1K ASA ` LK PERPEIDYCUI.AR CROSSWALK -. WITH BUFFER STRIP CRGSSW WITHIN THE MARKED - - CROSSWALK AREA. - - XVQ❑T_ XV r CG 12 DETECTABLE WARNING _ SURFACE _ SPECIFICATION ROAD HIND BRIDGE STANDARDS 105 - - - TYPE' B ,(PARALLEL:) APPLICATION - SHEET 3 OF 5 REVISION DATE 7111 - - VIRGINIA DEPARTMENT OF TRANSPORTATION - - - 502 --- - 203.07 LIJ W EQUAL TO WIDTH OF SIDEWALK' TYP. �- CONTRACTION JOINT H CURBING PLAN +r• -• r r c . .� r �r- • 1X" DEEP CONTRACTION/SCORE X2" EXPANSION JOINT W/XY RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED - WWF 6"X6"W1.4XW1.4W/2" 1 • MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE I j) I 1 jYf SECTION ! 1' TYP. 61'- 671 R.O.W. 011 VARIESi 36' - 42' 5' I I 6' PLANTING STRIP SIDEWALK CONCRETE SIDEWALK- BROOM FINISH WITH TYP' p TOOLED EDGES I O $ PLAN, SECTION 9 2% N.T.S. 1 2'% a: It .. . S. ;Tik.• ilf'-Y+/ w�`if''yrtt'fJ'�"zIs'r,�'"'f."'�...P`. N , 11, , �` w - - . x ...,. . ;'. , k- .: - ., - _k • .. a0.\%✓„fi R..�^.... CONCRETE SIDEWALK, VDOT STD. PAVING SECTION TYP.CG-6, TYP, PER VDOT STD. A_� VILLAGE PARK AVE BIW STEAMER & GLENMORE WAY $ TYPICAL SECTION Y%a yy �N1,1' Nt r YA 4 a I In O O i �v CV V- t� 1C} ilt7 1', 14+ (Cy I by C t7y OO i Cry r 0 In LID ' 0 to LL) V ion 4 Py .+ I Q I"-pp��r� 1 CUww ❑M[OCtsCD ❑ + AMM ag A N uiui I P-3CD MMM + r �cnT'�zl- I q �zi- rya a`) 1' 5' 6.5' TYP. SIDEWALK 6' PLANTING STRIP TYP. 61' RFO.W. 3�1' (CURB TO CURB) I ..��-.A�>�.�._ NFHI�IN7lit�llHilt>1iI/LiHHI,I16IiflItURF1IF RL�illttigllfl/[►,{Itll..ifl I1r�l��, ^�,I �7�Ea7c'NL DtilHli�U:�l>AEiI=IiD`:lI , SIDEWALK, VDOT STD. TYP. CG -6, TYP. B VILLAGE PARK AVE FROM STEAMER DRIVE TO END VIA I 1 t, p a■ p 1T n I' 6.5' 5' 1' 6' PLANTING STRIP SIDEWALK TYP. Ili l TYP. I $ TYPICAL SECTION 15-- 4k s_--__-d A i fFag a { r 0 `10 I 'a A �ad Ia aQ p 3 x L n V 0I' '380 SCALE: X4" = 1' 370 360 _ r ^ O v 0000 O In O O i �v CV V- t� 1C} ilt7 1', 14+ (Cy I by C t7y OO i Cry r 0 In LID ' 0 to LL) V I 00 co IfJ Y7 C) t- co i Q��(666 ❑ MrMMM � I Q I"-pp��r� 1 CUww ❑M[OCtsCD ❑ + AMM Q i� C7 i+7 ❑Cil 1`F to RC1 � ) ❑� + AMM I d m ❑t';y + N uiui I P-3CD MMM Q�z►- �cn�'gzl- �cnT'�zl- I Na �zi- rya a`) 0o� �o od �C) j co _ ❑ v) Z _ _ I cn _ f MISTING 1 D j GRADE I 0- -' I f�ROPOSED GRADE - I-- FLI ISI I � �E I I -- � j 37.69 LF OF 18" 50.00 LF OF 15"D HDPE tQ 2. 0% PE @4.93%i EX. NORM i HDPE @ 3.95% I EX. STORM 10+00 11+00 STORM DRAIN 'A6-4 TO A64 PROFILE SCALE: 1 "=20' H; 1 "=10' V 22' ACCESS BASEMENT 20- 1 O' b'10' TRAVEL AISLE 10' TRAVEL AISLE I VDOT STD. CG -2, TYP' PAVING SECT 2" SM -9.5A ! 3" BM -25 SCALE: 1' "- E ALLEY A 4" VDOT #21A Xa. - � - -- -- 8 TYPICAL SECTION 60' R. q .W, 4' 5'�j 16.5- 2 ' 6.5' 5' 4' TYP. SIDEWALK 6' PLANTING STRIP (CURB TO CURB) V PLANTINGS STRIP SIDEWALK TYP. TYP. 1 ll TYP. 01 CONCRETE SIDEWALK, VDOT STD, TYP. CG -6, TYP. C STEAMER DR, SWEETGUM LN, SEDGEWICK LANE 8 TYPICAL SECTION VDOT STD. CG -2, TYP. SCALE: N.T.S L 26' ACCESS IIlEASEMENT 24' RESIDENTIAL 12' TRAVEL AISLE 12' TRAVEL AISLE DRIVEWAY opI I 2% VDOT STD. ICG -2 TYP PAVING SECTION I 2" SM -9.5A AL L EY C 3" 4" VDOT VDOT #21A 1 `*� TYPICAL SECTION SCALE: Y" = 1' • 370 L m 20' ACCESS SEMEI 14' TRA\4EL LANE RESIDENTIAL DRIVEWAY SCALE: N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 3 53 554 alan@alanfranklinpe.com A L„� H 0� r V I Nr' (fl� 7 Alan G. Franklin Lic. No. 35326 S/ONAL .tib LL W F � Q U) Z_ m_j Z Z Z) W 0 C) W � W W W Z � W r W T� i CL ISSUED: 03-16-13 SCALE: NONE REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (ELKS C/D) SHEET PAVING SECTION LIZ 2" SM -9.5A w ('H' ALLEY D 4"VDOT#21A SCALE: N.T.S. 8 TYPICAL SECTION 20' ACCESS SEMEI 14' TRA\4EL LANE RESIDENTIAL DRIVEWAY SCALE: N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 3 53 554 alan@alanfranklinpe.com A L„� H 0� r V I Nr' (fl� 7 Alan G. Franklin Lic. No. 35326 S/ONAL .tib LL W F � Q U) Z_ m_j Z Z Z) W 0 C) W � W W W Z � W r W T� i CL ISSUED: 03-16-13 SCALE: NONE REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (ELKS C/D) SHEET 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. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT 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 FINISHED 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. MULCH LAYER (AS SPECIFIED) FINISHED GRADE CULTIVATE SOIL IN PLANTING SOIL MIX LANDSCAPE AREA TO (AS SPECIFIED) A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR I BACK OF CURB --x 12" �. 2-3" SAME AS BELOW tib,,: �Sge•t'' Ile NOTES: 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. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER. HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS ( (1) STAKE & GUY PER IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYIN( THAN 3" TAPERING UP TO 1" AT TREE TREE. SET STAKES 1 AS NECESSARY A I OUTERPITTEDGE RADE (AS SPEC SPECIFIED) MIX AROUND THE TREE. GUYING A MININUM COMPACT EXCAVATED SOIL HEIGHT OF TREE ANI TO FORM ROOTBALL PIT ON THE LOWEST BRANC 121" 2-31' DOWNHILL SIDE OF PACKAGING AFTErx FINAL PLACEMENT OF ROOTBALL , I SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY)TO FACILITATE PROPER DRINAGE ROOTBALL PITS t ������l�,■,moi RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE SECTION L-001 N.T.S. CROWN BED 24--� TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE I MULCH I FINISHED GRADE -II UNDISTURBED SUBGRADE---�' CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12'; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE MULCH FINISHE RnW RpAt Imr, SPACING PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE- �- PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF CULTIVATE SOIL WITH ROTO -TILLER TO PLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) SECTION, PLANN.T.S. .T.S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. GROUND COVER 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. (AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL MULCH LAYER (AS SPECIFIED) PLANTS & MULCH. WATER THOROUGHLY. 24" (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) �3 \ `\/,�y\ y: \c.\°�`° •�\\�\fir \�� N q.\,,, "/Z" // \,�* >`*2,` °\ \.+ // .� / i ,✓ yd s't' a ` s', d I ► I � i I I ��-I I i==1 I I -I l 1----I I l �� $ �I � �� -I 6- I g I =� I l --{i �. g�I I I ---I �a --6 I-1-- g� 1 �� ;I 11- ''DG s EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRAIDE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA L-014 N.T.S. SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV, WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED FINISHED = GRADE a •,�:,� ,�e '� t' • t�.' '' °'fib `�.d REFER TO ° ROOTBALL DETAIL,' TYP. 0 NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.G. SPACING (AS SPECIFIED ON DWGS.)10 TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED (=7 FINISHED = GRADE 3 � 4 %aul_ i Ivnt cu .av"L_ L-002 N.T.S. STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS SECTION NOTE: %LV. IRE )SE L-" N.T.S. FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS 1 SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) SLOPE FOR (AS SPECIFIED) 12" DRAINAGE TRENCH EDGE (TYP.).. FINISHED M GRADE _1111_ � .. :;:: ��'''.•.:.:......:�.•. 1111=1111 ''.:. '• .}:. '': , ; .. ,..\ `\ \,.\ \,.\\ \\ �\ \\/��/\\/\\/\\/\\/\�/ +o /\/j\/j\/j\//\//\//\//\//\/\//\//\//\//�//\//\//\//\//\/ m PERENNIAL //\//\\//\\//\\//\\//\\///\\//\\//\\//\ SOIL /\/\/ / / / / = 1=1111=1111=1111-1111=1111=1111=1111= {AS SPECIFIED} III=1111=1111=_1111=_1111=_1111= '1111=_1111=_1111=1111=1111=1111=_1111=1111=1111=1111.11 '11=1111=1111=1111=1111=1111=1111=III' =1111=1111=1111=1111=1111=1111=,1111=1111-1111=1111= 'I-1111-1111-1111-1111-Illi=1111= 111-1111. =1111=1111=1111=1111=IIID=/III=IIiI= CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE ,AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE K"� MASS PERENNIAL BED PLANTING DETAIL 00 N$ NOTES: 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 SUITABLE TREE STAKING OPTIONS 9 STAKES ON "HIGH" SIDE OF TREE ONLY 0 .s W F U J A 22112 aLL DIRECTION j - OF SLOPE z PLAN I 0 I I � Lu FINISHED GRADE l� I. REFER TO TREE A ROOTBALL PIT DETAIL 9 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA C� TREE PLANTING ON SLOPES g SECTION, PLAN NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYR 4- TYP ' FINISHED GRADE I TREE (AS SPECIFIED ON DWGS.) 45° TYPICAL STAKING: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT ROOTBALL DETAIL MIN. OF Y2 TREE HEIGHT 9 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) LAYER -TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION L-003 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) G-� MASS PLANTING AND STAKING ON SLOPE J SECTION -STAKE *--GALV. WIRE ~`--HOSE STAKING ENLARGEMENT NOTES: 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 SUITABLE TREE,' OPTIONS 9 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL `./ D_� TREE PLANTING SECTION, PLAN TRENCH EDGE (TYP) ROW SPACI_N!j4 SECTION 1"X 4" GALV. LANDSCAPE STAKE W/ 2"X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2MAX. TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX "C" RINIGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO irr C. Ilillllllllllll +�,.,, : f � - = - • - � � - • �illlllllllllll ��.,. � • IIIIIIIIIIIIIII ������« • - ` • • ' - • Itilllllll11111 i a I DETAIL L-010 N.T.s. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 112' ABOVE); 2' MAX. TENSION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W1 MIN. 1' (3) GALV. FLEX 'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO N i IIIIIIIIIIIII I �`o+*.� - ��._ iii,► •., '' ..x + IIIIIIIIIIIIIII ''o, IIIIIIIIIIIIII! - -_ o , llilllllll--11111 `. A • - L-007 l� DETAIL L-011 N.T.S. N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aIan@alanfranklinpe.com T H op, i Alan G. Franklin Lic. No. 35326 AN <1%`rS .ANAL ISSUED: 03-16-18 SCALE: NONE REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 -ADD GARAGES (BILKS C/D) SHEET