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Home My WebLink AboutSDP201700036 Plan - Submittal (First) Initial Site Plan 2017-05-30INITIAL PLANS BLOCK B, Cy Dy Ey & F 1 S 9 DP.017 XXX MAY 15, 2017 pop` PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT VICINITY MAP: SCALE: 1" = 000` Sheet List Table WATER LINE (EX./ PROP.) — BOUNDARY/ RIGHT-OF-WAY LINE WV® WMO 1 COVER SHEET 2 GENERAL NOTES 3 EXISTING CONDITIONS 4 OVERALL PLAN 5 LAYOUT PLAN 6 GRADING, DRAINAGE & UTILITY PLAN 7 LANDSCAPE PLAN 8 SITE DETAILS 9 LANDSCAPE DETAILS CENTERLINE CO o STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. LEGEND W WATER LINE (EX./ PROP.) — BOUNDARY/ RIGHT-OF-WAY LINE WV® WMO WATER VALVE/ METER LE IRON PIN FOUND FHA b FIRE HYDRANT I.S. IRON PIN SET YH YARD HYDRANT SETBACK LINE BOA ® BLOW -OFF ASSEMBLY ______.__-------- EASEMENT LIMITS SS SANITARY SEWER LINE (EX./ PROP.) ----_.._._.____._...---.-._..-. CENTERLINE CO o CLEANOUT 670 CONTOUR LINE (EX/ PROP.) MH MANHOLE <-3:1— <-2.500/T- DEGREE/ DIRECTION OF SLOPE SD— STORM LINE (EX/ PROP.) 479.70-+- SPOT ELEVATION DI l STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DS o DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GV(& GMO GAS VALVE/ METER BM* BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER PPO POWER POLE CG -12 VDOT STD. HANDICAP RAMP LP-( LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUY GUY WIRE RCP REINFORCED CONCRETE PIPE EM — ELECTRIC METER CMP CORRUGATED METAL PIPE T❑ TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED ❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM/ DWM 0/6-6 SINGLE/ DOUBLE WATER METER TBR TO BE REMOVED TBT TO BE TRANSPLANTED GV XI GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 0'N� JH OF, GQr � VaQ)k. ranklin x Lic. No. 35326 W 1p (J / Cy ONAL ISSUED: ;SCALE: REVISIONS: SHEET 05 GENERAL NOTES: PERFO IRMANCE AND QUALITATIVE NOTES AND STANDARDS 1. AL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. R A REEMENT THE NTRACT IN THE OWNER CONTRALTO G UNLESS SPECIFICALLY ITEMIZED AS NOT INCLUDED IN CO / , CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CAUL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REI�RESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED, EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS, THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 5. UNEXPECTED SITE CONDITIONS MAYARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON (THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS, PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE( CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF IIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPIROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMjSSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE( CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS/ HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/ SHE IS ST RING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUIILDINGS, NOR IS HE SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE( CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GR�DING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RE TORATION OF SERVICE. 0 CTED FROM DAMAGE DUE SUCH AS ROADWAYS SHALL BE PR TE 11. ALLY EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, , TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN THERS HARING T RIN OR USING EXPL IVES ON SITE. ALL 0 S ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO S 0 G OS THE�� SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EA �THWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. EWAY OR DI D TO A STORM SEWERAGE 16. ALS SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAG RECTE 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AU THORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALIS SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS A HIEVED. ALL 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:10R BETTER ARE TO BE C SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. AL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. AL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 6' WHERE A 2' OVERHANG IS POSSIBLE. I I PE IFIED. H NLE THERWISE S C BE x 20 WITH A 20 MINIMUM AISLE WIDT U SS 0 23. AL OFF-SITE PARALLEL PARKING SPACES TO 9 I 1 TIFIED VIA THE USE OF SIGNS AND PAINT SYMBOL S. THEY ARE T OBE8X18 24. ALT, HANDICAP PARKING SPACES SHALL BE INDEN AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE ORA 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANI DIRECTION. 30. DU IMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC ASA MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 IINCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINIISH 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 WITHIIN 0.10 FOOT OF REQUIRED CO RESPONDING ELEVATIONS. 42. AN TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO Y BE ULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE M COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN AC ORDANCE WITH TYPICAL NURSERY PRACTICES. 43. AL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND S SHALL BE GROUPED SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIAL TO ETHER. 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. AL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. U M TRAFFIC CONTROL DEVICES 45. ALLY TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR NIFOR (MQTCD) STANDARDS. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERV/ICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. . 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT S TANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH TIHE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND (PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SMALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. WAIVERS (ZMA 2013-00012) APPROVED BY EGOS 07/09/14: 1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS 2. SECTION 4.11.1 -- COVERED PORCHES 3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES 4. SECTION 4.12.9 STREET AND ALLEY PARKING 5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING„ WHICH IS NOW IDENTIFIED IN THE 2013 REZONING AS BLOCK D. 6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D 7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE: REFERENCE FROM BLOCK E TO BLOCK D. 8. SECTION 4.15.5.3 -- ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. 9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. 10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS 11. SECTION 4.17.4(B) -- LIGHTING STANDARDS. 12. SECTION 14-233 - PRIVATE STREETS 13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS. 14. SECTION 14-422 -- SIDEWALKS AND PLANTING STRIPS 15. SECTION 4.16.2 -- MINIMUM RECREATIONAL FACILITIES NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE UNITS REQ. RUNNING TOTAL A 31 15% 5 5 * B 17 15% 3 8 C 44 15% 7 15* D 8 15% 1 16* E 13 15% 2 18 F 6 15% 1 19 *DEVELOPER TO PROVIDE CASH IN LIEU OF BUILDING AFFORDABLE UNITS. 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COIUNTY 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 BIE 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 . 27.812 : 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 APPILICABLE 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 RIVANNA. HEREIN. ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE 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 MAIN STREET CONSTRUCTION ENTRANCE. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (11) 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 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP ACTIVITY FOR THE UPCOMING WEEK. 093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, MP Al -00- 0- 02 0 DO NOT GRANT THE WHEN N TR TI N I MPLETE OR IF THE OWNERS OFT 093 0 0 0 SHALL BE DEEMED SATISFIED CO S UC O SCO HALL BTAIN APPA VAL F THE CTM PLAN BY THE DIRE T R BEFORE THE COUNTY APPA VES ANY RADIN PERMIT THE OWNERS O O O C O O G G 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 093A1-00-00-00200 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 TRUCK/TRAILER 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 A AS SHOWN ON THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT 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 A 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, 757-282-1020 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 PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 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 #: 93A1-3, 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 PARK AREAS WITHIN TWELVE (12) iZE: BLOCKS B O D E& F= 18.193 ACRES PROPERTY S , 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: TSO 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 ZOINE" 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 = 4 DU / AC 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: 74 UNITS - BLOCKS A - F RESULTING DENSITY = 105 UNITS/27.812 AC = 3.78 DU/AC OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SMALL MAINTAIN 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 iGROOMED EDGE IN THE RESERVATION ZONE; (B) THE WATERSHED: TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND RIVANNA VILLAGE AMENDED ANID RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE REQUESTS: CODE OF DEVELOPMENT VARIATION REQUEST FOR S SIDE ALLEY SETBACK AND 5' REAR SETE DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES IN 2014 OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PIERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY N 3,890,142 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAIPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, E 11,520,058 SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED 1N THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE ELEV. 416.195 COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANIDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY (LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION rZONE AND LANDSCAPE BUFFER. FEMA MAPS 51003CO295D, 02/(04/2005 AND 51003CO325D, 02/04/2005 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A SETBACKS: 10' FRONT SETBACK MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY! AS SHOWN ON THE APPLICATION PLAN AND REGULATED 10' REAR SETBACK - VARIATION REQUEST FOR 5' PENDING BY THE CODE OF DEVELOPMENT. 5' SIDE SETBACK (15' W/ SIDE ,ALLEY) - VARIATION REQUEST FOR 5' PENDING 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 ROR-SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT'). A SITE PLAN OR SUBDIVISION PLAT EMPLOYEES: SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THIE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, MAXIMUM BLDG. HEIGHT: 50' ALLOWABLE INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SMALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCIKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE PARKING REQUIREMENTS: SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOIUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND ON -LOT GUEST HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%,) OF THE GROSS HOUSEHOLD INCOME. PARKING PARKING PARKING RESIDENTIAL UNIT TYPE QTY REQUIRED PROVIDED REQUIRED NOTES A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE SINGLE-FAMILY DETACHED (2.25 SPACES/UNIT) 17 38 38 0 Guest parking accomodated on -lot ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUEINT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS W/2 -CAR GARAGE&2-CAR PARKING APRON DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE SINGLE-FAMILY DETACHED {2.25 SPACESIUNIT) 27 61 54 7 Guest parking accomodated on -street* NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNITS) WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE TIHAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE W/ 2 -CAR GARAGE & NO PARKING APRON CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED TOWNHOUSE W/O GARAGE (2.25 SPACES/UNIT) PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE CONGREGATE PARKING 24 54 48 8 Guest parking accomodated on -street* UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO TOWNHOUSE W/ GARAGE (2.25 SPACESIUNIT) THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. WITH 1 -CAR GARAGE & 1 -CAR PARKING APRON 6 14 12 2 Guest parking accomodated on -street* TOTAL: 74 167 152 17 B. FOR -RENT AFFORDABLE UNITS. *A roximatel 50 uest arkin s aces available on adjacent streets throw hout nei hborhood in roximit to units needin uest s aces Pp Y g P g p J 9 g p Y g g p (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR-RENTA\FFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, SEE PLANS FOR DETAILS. THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE AREA STATISTICS: REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN ....... """` 9 "'' LAND -USE FOR BLOCKS B -F AC /o CUMMULATIVE LAND -USE FOR BLOCKS A F . AC THIS PARAGRAPH 96 SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS RIGHT-OF-WAY 4.049: 22% RIGHT-OF-WAY 5.162 19% ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTI L THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMEINT AUTHORITY, FARMERS HOME ADMINISTRATION, OR - 0 0 BLOCK B -F LOTS 9.579 5310 :BLOCK B F LOTS 13 665 49/0 ; HOUSING AND URBAN DEVELOPMENT, SECTION $, WHICHEVER GOMES FIRST (THE "AFFORDABLE TERM"). AMENITY SPACE 4.565 . 25% .AMENITY SPACE 8 985 32% (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN :TOTAL BLOCKS B -F ACREAGE: '': 18.193 100% .CUMMULATIVE BLOCKS A -F ACREAGE: : 27.812 . 100% ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING """ """""""""" " "` "' """ :::::::. ....... THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED :SITE IMPERVIOUS AREAS 6.641 . 37% :CUMMULATIVE SITE IMPERVIOUS AREAS 9.083 33% !. BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE .. ... . .... .. .. .... .................... .. ... . .... ... _:.: ._ ,. UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL. NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE GREEN SPACE 4.235 23/0 CUMMULATIVE GREEN SPACE 8 315 30% ...... I ................ ..... ... .... .......... . . AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF . , NOTES: THIS PARAGRAPH 9B HAVE BEEN SATISFIED. a THE MINIMUM REQUIRED AMENITY SPACE IS 25/0 . .. ... .. THE MINIMUM REQUIRED GREEN SPACE IS 25% : 3 REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM WITHIN THIRTY 30 DAYS OF EACH RENTAL OR LEASE TERM {) ( ) ...... -" ............ "" -- . ,. .. -........ " ... " " GREEN SPACE IS AMENITY SPACE MINUS IMPERVIOUS AREA IN AMENITY SPACE - THE ALBEMARLE C NTY INS T THEN T E NT OWNER HALL PROVIDE TO OU HODS FOR EA H F R RENT AFFOR DABLE UNI H N CURRE S C O .... .. .... .. _ .. US S CUD O DS DRIVEWAYS CURB CUTS SIDEWALKS BLDGS & TRAILS IMPERVIO AREA IN L E R A OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION„ DURING THE AFFORDABLE TERM, THE THEN -CURRENT AMENITY & GREEN SPACE: OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. BLOCKS B -F ONLY AC % CUMMULATIVE FOR BLOCKS A -F AC AMENITY SPACE ', 4.049 :.... 22% .AMENITY SPACE ' 8.985 32% :: ...... . .......... ...:....: .MINUS ,:..:::..... , :_ : .,:... .... _.... ...... ...:::, _ : ,, MINUS... :--- .. ..... ., IMP. AREA WITHIN AMENITY SPACE 0.330 2% ......... ,IMP. AREA WITHIN AMENITY SPACE 0.580 , .... 2 2% :EQUALS.. .. ... .......... ......... ...... .. ;... ...... - ......... ......... ... .... '.EQUALS ': ...... . .. , .. ............... .GREEN SPACE ; 3.719 0...... 20% .GREEN SPACE 8.405 30% TOTAL BLOCKS B -F ACREAGE: '' 18.193 € 100% ;CUMMULATIVE BLOCKS A -F ACREAGE: . 27.812 : 100% '° Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ��LTx o� � j _ �i'� f� S � Alan G. Franklin Lic. No. 35326 W . � �I , t�� 1 S fOA* AL �: w W � � Z m � � Y � � U � � O � � m � O Q OO �zW Z J a W Q W � \ m � � J Q ISSUED: SCALE: REVISIONS: SHEET 05-30-17 r Alan Franklin PE, LLC � Civil and Site Plan Engineering 1 427 Cranberry Lane Crozet, VA 22932 34-531-5544 alan@alanfranklinpe.com i , -"VH p ,�3,TH OF p, N � ,1�, , � \� � 1k I ,�� I 17 I , / " �, , ,0 , p" �;, . *1� Alan G. Franklin 111*1 I Lic. No. 35326 7� ;4 C) ;_,� 11%� 1�� 1�1 IN, 01 T ,�,k,j I — i I I I I i I i I I i ; � U - I � I __ - � / - ��%�� 7 �; f .I- — - - . : :1 I 1 J "', ;��_ , _� _ � __ t .,� � "'. 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Z / '-N .1\ "I "I 1% ,�, \" �\� 7, � ry--,Q\ - 1� . �/ I �, L ,,, 1-1 I \ j : 11 _', IS , � - , / � - __ -lit, � ,,"e.�, It / , " �- I __ -_ ",_ , _ I � I � . . I � I I 11 i I I I , , 1, '. -1 / , I 1 . _5 ;� _.. � , _.� , " "� L �,�, _-, , �, ., 1� '� t z2t t --- -- 11 � 1-1 , � --, I . ........ ......... — � Alan Franklin PE, LLC � Civil and Site Plan Engineering 1 427 Cranberry Lane Crozet, VA 22932 34-531-5544 alan@alanfranklinpe.com i , -"VH p ,�3,TH OF p, N � ,1�, , � \� � 1k I ,�� I 17 I , / " �, , ,0 , p" �;, . *1� Alan G. Franklin 111*1 I Lic. No. 35326 7� ;4 C) ;_,� 11%� 1�� 1�1 IN, 01 T ,�,k,j I — i I I I I i I i I I i ; � U - i , 66 .,� Lu 0 ; � ! 1 2! i I &I to (j < 0 i I W. L) < � . 1, � I i &I (D 0 i � I iI I = :7 i I : i I I I i (f) �< > 0 i I ! : i i ; i 0 111111111111111111111111111111111111 � >_ 0 � 0 > �-- �— _j � CO 7- 707 , � I ry I < D 0 W � � 0 2 I I LI_ uj f', , I I I 2! _j 0 I i : i I < O� < I i I � ! _j in- 2 UJ > I i I w < W UJ i I :III_ � > w I i i AAWA%hl I LJ I - I 1 1 0 i < I i 1 : ._j < � L I �_ i i 2: I ; ; I � i � � 1 6 1 i ISSUED: 05-30-17 SCALE: ill = 100' REVISIONS: SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com LTH OF Alan G. Franklin Lc. No. 35326 j ti O1l'A L ISSUED: 05-30-17 SCALE: 1" = 50' REVISIONS: SHEET ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF UO �� Alan G. Franklin Lic. No. 35326 ti SSI 01NAL ISSUED: 05-30-17 SCALE: ill = 20' REVISIONS: SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H pp yI Gl ooh r�� Alan G. Franklin Lic. No. 35326 O �W NA L ISSUED: 05-30-17 SCALE: 1" _ 20' REVISIONS: SHEET e LOT B9 (SFD) B10 SFD 'w Bll (SFD B12 (SFD A2 (SFD) LOT A3 (SFD) rLOCK E PHAS VILLAS S /---" PLAN. LOT A4 (SFD) TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres lCommon Name Site Acreage: 18.193 ITrees Farmland Credit: 0.000 Recreational Credit: 0.000 3 Open Space Credit: 4.565 Public Land Credit: 0.000 iAutumn Flame Maple School Recreational Areas Credit: 0.000 ........... 4 Open Space Amenity Credit: 0.000 .................. ................ .............................. ....................... - ............ ................. �Red Sunset Maple Preservation Credit: 0.000 4 Agent Approved Credit: 0.000 ................................. ................................ ............. ............................... Commemoration Sugar Maple Basis for Canopy: 13.628 Al. Basis for Canopy 13.628 . .......... ........ - - ---- -- - ----- .... Min. Tree Canopy Requirement: 20% �.:Shrubs (see Section 32.7.9.9.b) ..... Total Required Canopy: 2.726 B. PROVIDED: Acres Dwarf Burford Holly ............ I........ .......... Preserved Area (Wooded): 2.344 Bonus Factor 1.25 Tota 1: 2.930 C. BALANCE: Acres Tree Canopy Required (Al): 2.726 Tree Canopy Preserved (13): 2.930 Additional Canopy Required: -0.204 (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): 24,400 sf Parking Lots x 0.05 = 1,220 sf Canopy in Parking Area Required Parking Lot Trees: I Tree/10 Parking Spaces, = 48 Parking Spaces/10 = 5 Trees Required in Parking Areas Street Trees: See Approved Phase I Road Plans - SUB 2015-119) Screening: BMP SCREENING - SEE PLAN ARB: N/A PLANT SCHEDULE Is I Qty. I Symbol 1113otanicall Name lCommon Name I Size Canopy/Unit Species Canopy lComments I ITrees 3 AA Acer rubrum'Autumn Flame' iAutumn Flame Maple 2" Cal. 397 1,191 ;Alternative/Mix- Acer rubrum'October Glory' ........... 4 .......... AR . .................................... .......................... ..................... .................... ............ Acer rubrum'Red Sunset' .................. ................ .............................. ....................... - ............ ................. �Red Sunset Maple . 2" Cal. 397 ...... ........ ........... ......... . . . ....... ...... ..................... ..................... 1,588 4 ............ AC .......... ........... ................. 'Acer saccharum ................................. ................................ ............. ............................... Commemoration Sugar Maple -.: ............ .. . . ....... . .. ...... .. .......... 2" al. 195 C . . ........ .................. - ................... .................. .......................... - ............ 780 Alternative/Mix Acer saccharum' Flash Fire' ................. ............. .......... . ............... ......... ....... ................ ................... ---- - ----- . .. . . ..... - -- -- . .......... ........ - - ---- -- - ----- .... ... ............... Canopy Provided .. ........... ...... ............ ........... ........... 3,559 . ..... . .. . . . . ..... ... .............. - - - - ------ - ... . ........ ......... . . ...... ...... . . ........... �.:Shrubs ..... ----- . 10 ....................... 1 C ......................... I lex crenata 'Burford Nana' ............... ..................... - .......... ............................ ................................. Dwarf Burford Holly ............ I........ .......... 18" Cont. NA .................................... .................. - .................................................................... NA ............... .............. ........... .................. ,Ian Franklin PE, LLC Civil and Site Plan Engineering 1 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com VTH OF Alan G. Franklin Uc. No. 35326 0 IV A 1, F - Z ISSUED: SCALE: REVISIONS: SHEET 05-30-17 1"=50' - - - VF 611- 671' - CG -2 iAIE}1`ES 1 ACCESS ROUTE ® 5' 1 P15' h41111Y P CAS 1. THIS. RE -- BE RECAST OR T IN PLACE. - i36'- 42' - 5' 3, CONCRETE TO BE CLASS Ili F CMT IN PLACE, SIDEWALK 6' PLANTING STRIP lDOD. PS1 IF PRECAST.: 3, CURB HAVING A RAIDIOS OF 300 -FEET. OR LMDALdIL - SIDEWALK 4" s• R ' - TYP. rntNIG Lc FACE OF CURB) WBE PAD AS RACURB. EXISTING OR PROPOSED VDOT RIGHT-OF-WAY., _1 �9 L.Roa4 zoo: TYP. 4. THE -OW-H OF Cuw MAY BE REDUCED AS MUCKYAS - - PARA -HOLO -TC?F M IN SLOPE FOR FIRST T0'INTERYAL.. AND _ 1 I CURVE NORMAL GUTTER Y' 115' DEPTH? FIN INMABED AS lIUCH AS- - 3" (2111 DEPTH) IN THAT THE BOTTOM as PART CONNECTING ''ALL-ACCESSISIILE ELEMENTS CSF -A - I I FACILITY THAT CAN BE APPROACHED, ENTEREDAND MR" OF CURB WILL CO E WITH THE TOP QF --A 2% 2% ~- 2% 1 2% I-r— 20/p 22% COMSE OF THE:'PAVEIENT SUBSTRIJCTLIRE_ 77,777 ♦� f�Y l'•f+. l \Wm .: i s ' .: 1 C rt. P,•.?:A, ,°'. f - - OTHERWISE THE DEPTH [5TOBE V' AS SMUT THE PRICE BID- IS 70 BE 4 - a$ • • e ^' ,yq� �ytSFWNT IN AURAE FOR DECREASE OR AN IM=ASE N DEPTH,. - `•: --+1 6.;'': G ; A SURFAIGE. - 110-2. E; TO BE. IDN:ROADWAYS MEETf,K, 5 FOR AS S40WN' IN- lg.:' A,. TAE: REQUIRE 1I0{l CD -B. -APPENDIX -:ROpAD A OF, THE .VDOT OE514R1 - IN THE SECTION ON Tom' URBAN ST'AHNTARUS �`- ,rh•:' ••A-' ' - - !s BIASE 2" RADIUS. SUMASE I>. f dd -0 • -; �,:;'�*. - SURFACE _ _ .a }s BASE +A r ♦A , tea..; _ , SASE . Ir. ACCEPTABLE ALTEMAnVE IF CURB IS EXTRUDED SPECIFICATION VST RFt�'iCE /� ry STANDARD �r CURB 611 CURB RIDAD. MI6' BRIDGE STMDARDS S - - -- - REVASION DATE " SHEET 1 •OF 1 SO2 VIR011IA DEPARTMENT OF TRANSPOI TATION 201.01. CC -12 GENERAL NOTES: I: THE DETECTABLE WARNING SHALL BE PRoviDED BY TRUNCATED COMES. 2: DETECTABLE WARNING TQ BE CLA55 A-3 CONCRETE (CLASS A-4 if. FRI 6,� WITH SLIP RESISTAINT'. INTEGRAL SURFACE COVERING THE FULL WIdTH.CF THE - 10:1 1 P FL Y T-1 THE 'r F P I I - RAIM LOOK B. 2 f'OU N LENGTH IN E QIREt .ION U EPES RAN - TRAVE!.:'OTHER TYPES OF MATERIAL WITH THE TRUNCATED DORIES. DETECTABLE TYPE A; WARNING MAY BE USED WITH THE APPROVAL OF THE .ENGINEER. -3. SLCPIW, SIDES OF CURB -RAMP- MAY HE POURED MONOLITHICALLY WITH RAMP' PERPENDICULAR FLUOR OR. BY USING PERMISSIBLE CONSTRUCTIGH JOINT WITH REQUIRED'. EARS. -4. IF RAMP FLOOR IS PRECAST, HOLES MUST RE PROVIDED FOR DOWEL BARS SO ' THAT Al2JOININO FLARED SIDE$ CAN BE CAST IN PLANE ,METER PLACEMENT OF 5' N PRECAST RAW FLOOR. PRECAST CONCRETE SHALL BE CLASS A -A- S. REODIR€D BARS. ARETOHE NO.5 M B" PLACED 1 CENTER TO CENTER ALONG 12:1 MAx i\ EIOTH SIU£S OF THE RAMP -FLOUR, MIO -DEPTH OF RAMP- FLOOR:. MIN (LAI , CCNCRETE COVER tY,". - _ - 6.. CURB-! CURB MID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE 6 ARE INCLUDED IN PAYNEN7 FOR CURB ! CURB AND GUTTER. PARALLEL : - 7.. CURB RAMPS ARE TO'' t3E LOCATED AS SHOWN CN THE FLANS OR . AS DIRECTED 6 F Y. BY THE ENGINEER. THEY ARE TO BE PROVIDED AT 1NTERSECTIONSYlIHEREV_R AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF NAY OF .A HIGHWAY. FACILITY - CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS:. EXISTING. PROPOSEQ, - •� 09 NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS- .1� As SHOWN ON FLANS OR AS DIRECTED 13Y THE:ENGINEER..AND SHOULD NOT 12;1 tdAX BE LOCATED BEHIND- VEHICLE STOP LIhF_S; EXISTING .LIGHT POLES: FIRE . Y-�a- H79RANTS, DROP INLETS, EMC. ACCESSIBLE ROU TES PROVIDE; A' CONTINUOUS .UNOBSTRUCTED,. STARLET -FIRM AND SLP- RESISTANT- PATH:PCONNEC'TING .:ALL, S 1MN 1 T - F:. FACILITY- T -RAPD --. T ACCESSELE EUPNEA 5 D A THAT CAN 8E APPROACHED, ENTERED, AND USED BY PEDESTRIANS - - - - A H a. RATAPS MAY BE PLACED ON RADIAL OR TRNGENTPAL SECTIONS. PROVIDED THAT HIGHER THAN .THE CURB OPENING IS PLACED:. WITHIN. THE LIMITS. OF THE CROSSWALK AND:. - �•q'['� EDGE OF PAVEMENT .THAT T SLOPE EING AT THE CONNECTION- OF THE: CURB-6PIS - - AT C . , SW AS: TC1P Of CURB PERPENDICULAR 10 THE CURB:.' - 9. TYPICAL CONCRETE '5IDEWALK IS 4" THICK- WHEN THE ENTRANCE RADIICANNOT TYPE C ACCOMMODATE- THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY IRUCK PARALLEL, 81 PERPENDICULAR TRAFFIC, REFER TO ST,%OARD CC -13; COMMERCIAL ENTRANCE (HEAVY - TRUCK TRAFFICS FOR CONCRETE DEPTH, -- sky; WHE14 CORO RAMPS ARE USED IN CONJUNCTION WITH A-'SHARI:p USE FAIH, THE MINIMUM WI0TH'.6HALL BE THE WIDTH Or THE SHARED USE PATH 11,WHEN'-ONLY ONE CURB RAMP IS PROVIDED FOR T'NO 'CROSSING'a (DIAGONAL). A 4'x 4'LANDING :AREA SHALL.. 6E PROVIDED TO MANEUVER A WHEELCHAIR' INTO THE CROSSWALK WIT40UT' GOING INTO THE TRAVELWAY'. THIS 4'> 4' LANDING AREA MAY INCLUDE THE GETTER PAN. TRUNCATED DOME 'n 12 ALL EASES WHERE -CURB -RAMPS INTERSECT:':A RADIAL, SECTION' Or - e•-2.4•' C -c- td CURB: AT ENTRANCES OR STREET CONVECTIONS.. THE DETECTABLE -z-I- o' INARHING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 O O C7 C7 -MODIFIED: AS RECOMMENDED BY- THE -MANUFACTURER-. TO MATCH }I THE SACK- OF CURB. . `-- - O 0 0 P O OHO to O 0 0 - - R P Cs LANDING RAMP N• ' ci C7 CT a W' S1 a 0 C 0 O a a' 0 a 4 � A �11 o a o 0 0 0 a v 0 0 0 0 0 a a F, a a a 0 0 0 0 a a a 0 0 0 0 0 �? 0oao�raoflcaaa00�e, 54J'-653! OF BASE DIAMETER 4 0 0 0 4. 0 'O 0 0 0 Q 0 0. O D DETECTABLE' -WARNING ci a T ATBA.CK OF:CURB - - - 14" YWaIAHLE FULL WIDTH OF RAW FLOOR SEE.: NOTE. 12: -I HASE DIAMETER T PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON: A RADIUS DETAIL DETAIL x SPECIFICATION �vEaExr y CG— 12 DETECTABLE WARNING SURFACE . REFERENCE POA AfJO HRIDOE STANDARDS �"''"' - -- *+` - �-SHEAT 1 OF 5 REMiStCN DATE" (GENERAL NOTES) 1R5 3D5 3r<lt viRdNIA.DEPAR.TMENT OF TRANSPORTATION 502 �vXn" 0 ,� 41 V(2 ° ° �� 'D ° I � o' nJ •� I a 6 c a 1 n I n 11 TVP. r VF 611- 671' 1 R,O,W. %v ACCESS ROUTE ® 5' 1 P15' VARIES i36'- 42' [UNPAVED SPACE 5' , SIDEWALK 6' PLANTING STRIP I 6' PLANTING STRIP SIDEWALK SCORED BROOM FINISH' TYP. TYP. - - EXISTING OR PROPOSED VDOT RIGHT-OF-WAY., i �9 L.Roa4 zoo: TYP. 'A - - PARA -HOLO -TC?F M IN SLOPE FOR FIRST T0'INTERYAL.. AND _ 1 I CURVE NORMAL GUTTER " � as PART CONNECTING ''ALL-ACCESSISIILE ELEMENTS CSF -A - I I FACILITY THAT CAN BE APPROACHED, ENTEREDAND C 2% 2% ~- 2% 1 2% I-r— 20/p 22% 77,777 ♦� f�Y l'•f+. l \Wm .: i s ' .: 1 C rt. �� ' . 1�` > 7-F7, ...\ ff f v ff ' /f f CONCRETE SIDEWALK, VDOT STD. PAVING SECTION TyP• CG -6, TYP. PER VDOT STD. EAST RIVANNA AVE B/W STEAMER & GLENMORE WAY TYPICAL SECTION ........................................................................ A #5 DOWELS 43" LONG PERMISSIBLE 1� AT 12" -'C -C -ti :CONSTRUCTION tatl NM. 5 M N. JOINT - 12;i MAX ; 2 n 12:1 MAX' ,}, M I � I RAMMP _1_1RsWF _ {SEE TABLE) CSEE rA 1E) TRUNCATED DOMES t:;:1 4iAtiiA7�. 4 'aa SEE SHEET 1 OF II 5 FOR DETAILS SHA9E T4 MATCH ACE OF ROADWAY CURB fi :Ir KIN B. �-OF-CU-fi � I . ACK R6-. 20T-,413 - - 2' MIN, SECTION, A- -A -PER/iSSiBLE i:CNSTF+t1GrION 'V' JO NT-: Air. I SECTION EI -B 4- 11 n NOTESr'FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWPLK SEE SHEET fOF 5. THE RECIUiRED LENGTH OF A PARALLEL RAM' TYPICAL PLACEMENT IS UI TO IS FEET; REGARDLESS OF THE AT INTERSECTION SLOPE, WITHIN CROSSWALK TYPE B PARALLEL APPLICATION RJAL7VfAY GRABiE IAINIMUM IN 13PACT P LENGTki lt4mr�!\ - - 5' ate' uk% )FAKER STRIP MIN RIP r� THiWT BUFFER STRIP CRDSEWALK - - --CROSSW'ALK '. r A 4 SMAIRE LKaw X�IEA GI "LL BE I 4F TRM1YE FOR WITTAN 141CIJL Ili' CRQSSWt�LM ' ' TE tI" emm1tLK.AII - E I ew® '4AIIFFER STRIP DIAGONAL PLACEMENT UUISIIIt 'U! IK VY L1}AT. - { '�i l',11C75S PEPf'F3;THE IIIA CIiGu^59YaLF4" � 't*4 S ip t5 I SHALL EAE- BRSiVIDEO FOR -iO SS XK AMEA PE'RPENC147ULAR CRCSSW;ALii - 14 dtasswrLlF A(E,t w I a 5 y111TN BUFFER STRIP erLess N NARKS CR05 CROSSWALAL K ARE,i. XVD[37 5PE:r FICATIGIN ROAD AND E LIIDGE ST.NN4ARDS ' CG -12 DETECTABLE WARNING - SURFACE ::REFERENCE. SHEET 3. OF 5 REVISION DATE - TYPE 13 .(PARALLEL)APPLICATION 203.C7 7n1-. - V:RGINiA.DEPARYMENT OF TRANSPOR7A704 ' Z 1' TYP. J d w w SCALE: 1/4" = 1' ............................................... C7"IDANISION JOINT v.,A.vll.0 J PLAIN WIDTH- OT - - e. ENTRANCE _ HALF PLAN LIMITS OF PED. " a; 411JITS OF FEE), ACCESS ROUTE ® o ACCESS ROUTE. - [UNPAVED SPACE NON-TRAYFR8A9LE -' , UNPAVEDP SPACE SI 1RC STANDARD 15 T4 BE ADJUSTED TO MATCH THE. PEDESTRIAN ACCESS ROUTE DETAIL ADD1TIDNA- RIGHT -CF -WAY 15 REGUIRED F THE LIMITS SCORED BROOM FINISH' TYP. OF PEDESTRIAN ACCESS: ROUTEFR{EXTEND BEYOND - - EXISTING OR PROPOSED VDOT RIGHT-OF-WAY., 2. 0.1 �9 L.Roa4 zoo: - 'A - - PARA -HOLO -TC?F M IN SLOPE FOR FIRST T0'INTERYAL.. AND _ EE PEDESTRIAN ACCESS -ROUTES -PROVIDE' A :CONT141JOUS- CURVE NORMAL GUTTER UNDBSTRUCTED,-STABLE, FIRM- AND SLIP RESISTANT as PART CONNECTING ''ALL-ACCESSISIILE ELEMENTS CSF -A - a. `%• FACILITY THAT CAN BE APPROACHED, ENTEREDAND SECTION A -A Y P T 1'.- F F USED DY EDES DANS. ACCESS ROUTE IS ADJAC T E O E _N SECTION ' F=E - T4 BACK 9F CURB: MiNiM61r7 WIDTH 9H:pNILD 9E §'. - 9. IF PEDESTRIAN- A.CCES9 ROUT' S� ARE BEING PROviDED, A-MINNUM 4' TRAVERS LE WIDTH IS REQUIRED WITH A' MAX. 45'' CROSS SIOI HALF PLAN C. a; a. C WHEN USED IN -CONJUNCTION- WITH STANDARD 12% MAX, 51-01, POINT OFDSR AtiE CHANGE CG -3 OR CG -7, THE -CURB FACE ON THIS �• , - - STANDARD 15 T4 BE ADJUSTED TO MATCH THE. SCORED BROOM FINISH' TYP. - - - - MOUNFABLE- CURET CONFIGURATION, _ - �9 L.Roa4 zoo: - UNPUP sin IEWALK - - PARA -HOLO -TC?F M IN SLOPE FOR FIRST T0'INTERYAL.. AND _ SECT16N E -E - - CURVE NORMAL GUTTER PERPENDICULAR TO DIRECTION a % MAWNUM DECREASE FOR SUCCEEDING<MINIMUM 1C' INTERVALS a. `%• SECTION A -A ' o �,. o _- -� 85 "Sd '*0A TO. 10%CHANGE- - '-CLASS FH:E.S:rCQNC. 9. AL3 .. ti° A�,4,;H SASE TYPE I SIZE 216 - - [s- •-a, L, 12% MAK SLOPE- �: 5._©'. - �-. POINT OF GRADF_' CHANCE _. -� >i.. • n e,.::. FOR CURB AM GUTTER ONLY �F - - ,� �a.ag •Bao FUR' SIDEWALK( CURB AND -GUTTER' 3 -as: 12 %MAXIMUM INCREASE IN SLOPE AT MINIMUM '10' INTERVALS - - - - - MILT CONCURRENTLY- : 3AEGc7�# TI D -D ' a x r. '.# MAXIMUM, DECREASE SLOPE FS�i FIiIST k7 tNTERVAi AND . - - - - - - - SECTION C. -C - E % MAXIMUM VI.'. FOR 5=.CEEUING MIMUM IQ' INTERYILS SFECIFICATIQYT - REF-ERENCE XVD�T STANDARD 'ENTRANCE CUTTER ROAD AM BRIDGE SIANDANDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) - - 542 - - - - - - REVISION .RATE .SHEET- t OF L' VIRGINIA DEPARTMENT OF 7RANSP(7RTAriON gif73 203.42.'.. A C.�W107H OF � p•SgyU - 'I WIDTH 1F ENTRAINCE te - - _- - EuPA'+51DN dCIHT 4 - LIMITS OF PEDESTRIAN --CHITS OF PEDESTRIAN [ - AC 'ESS ROUTE ACCESS ROUT 41�D � `:° - w � UfFAVED SPACE. NDN-TRAVERSADLE UNPAVED SPACE EXISTING OR PROPOSER SIDEWALK OR_51DEYALK SPACE �+ - , w ,.: - - - PEDESTRIAN ACCESS ROUTE. DETAIL Cute IrICLUCED- IN ENTRANCE GLITTER EXPANSION JOINT w - ' L t� t": ADDITIONAL RICHT-OF-WAY P$ RE4(RED IF THE. LI'tMIT9 - - OF PEDESTRIAN' ACCESS -ROUTE 9 EXTEND BEYOND EXISTING Cit PROPOSED"VD7QT RIGHT -Of WAY:.- - tom - .to GALL rr'F' - FLL71fi LINE. Q � y -- ENTRANCE WIDTH 7-S EXPANSION ,tOINT DLSIRABLE MINIMUM 16`AESf2LUTE-MINIMUM 12'PEDESTRIAN AGCESa-:ROUTES PRA]"FIDE A CONTINUNOBSTRUCTED 5TAELE, FIRM AND SLIP RESISTPATH CONNECTING ALL ACCESSIBLE ELEMENTSOEDGE CF -PAVEMENT - FACii ITYTHAT- CAN BE APPROACHED, ENTERED - V50 BY PEDESTRIAIN$, A "cz Hi IfPEDESTRIANACCE55 ROUTES R ARE BEING o HALF PLAN PROVIDED. JA MINIMUM 4' TRAVERSABLE WIDTH 1S SECTION B-9 - - _ REOUIPED' MJ17H A MAX, -$X- CRO$$ SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD ' CG 3 OR CC 7, THE CURB FACE- 4N THIS STANDARD TO BE ADJUSIED - - THE VOI IABLE CURB CONFIGURATION.. MATCH : '� . UNPAVED- j SlpEtryAI,K SPADE PARABOLIC b SPACE I -- GIJR VE L`. NORMAL CUTTER _.. a z z N.r r. ._F t+ C .tip q S's-O�iTCI MI1i CHANGE - s�v,ggg,,�.�d _ 90,06 5" AGGREGATE ' BASE- CLASS AL3 SI,E',S.b-GONG. - n 2- SMOOTH TROWELED EDGE - TYP E z -IB E 15Z . - OPTIONAL 12% MAX, 51-01, POINT OFDSR AtiE CHANGE �• - SLOPE FOR CURD AND CUTTER' ONLY SCORED BROOM FINISH' TYP. - FOR SIDEWALKS CURB AVD cuTTER - X 9 12 X MAXIMUMINCREASEIN SLOOP' AT MINNUM KI' INTERVALS 3 % MAXIMUM DEGREASE - ..Q g.m��a;: ' ' - - - .BUILT GO.NGURRENTLY -TC?F M IN SLOPE FOR FIRST T0'INTERYAL.. AND _ PERPENDICULAR TO DIRECTION a % MAWNUM DECREASE FOR SUCCEEDING<MINIMUM 1C' INTERVALS SECTION A -A SECTION, D -D OF TRAVEL XVDCm p �y (� �j{�y��a ��'+J�qq SPECIFICATION TRIAD LAND -BRIDGE STANDARDS STANDARD ENTRANCE GUTTER - REf EKENCE SHEET'.'I OF I : REVP310N PATE: - 203.D3 01!.13. VIRGINIA TXPRTMENT .CMF TRM15PORTATION -- 11/4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. 2 EXPANSION JOINT VV/ 2 RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" 4o o O P O .��o g �' n o MIN. COVER /,R'�„//�,� //,fes ��/,,/� lfj.//,^��////*',//, /%%��/�`"/�`�,/%/% /:�♦/`,�\/�� `E``� �'♦/�//% ///f�%/D�/�/� /%%%�1�,/ COMPACTED VDOT #21A STONE !i,/...:/�BASE N F-9 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 CranberryLane Crozet, r zet, VA 22932 434-531-5544 clan@alanfranklinpe.com LTH OF � Alan G. Franklin M Lc. No. 35326 1 1��IPSIIOIIVAL � ISSUED: SCALE: REVISION on 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 INT PLANTING SOIL MIX LANDSCAPE AREA OF (AS SPECIFIED) A MININUM DEPTH EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR 1211 2-311 RACK ()F ('11RR ----1 SAME AS BELOW 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 PEF IN A CULTIVATED AND MULCHED PLANTING AREA N.T.S. PLANTING SOIL MIX MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYINC THAN 3" TAPERING UP TO 1" AT TREE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX TREE. SET STAKES 1 AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. � GUYING A MININUM C 5 COMPACT EXCAVATED SOIL HEIGHT OF TREE AN[ I -P TO FORM ROOTBALL PIT ON THE LOWEST BRANC 1211- 2311 DOWNHILL SIDE OF ROOTBALL FINISHED GRADE I I lit IR PLANTING AREA uj PLANTING SOIL MIX• TRENCH EDGE WIDTH REMOVE T?P�6F BURL P-'' AROUND ENTIRE AREA TO BE > AND/OR AL I` BIODEGRA E .; < ........... PACKAGING AFTER FINAL . .... MULCHED PLACEMENT OF ROOTBALL U H - - - - - - - < 7=1 1 IEI I!El I - 1 . 1 1E - 1 . . 111EI 1 C) < UJI m J � L M: J < SCARIFY BASE OF PIT. BREAK El 1 1 1EI 11 M-- I IHEI I !L:�] I LEI::= _ THROUGH AND LOOSEN ALL 13 HARDPAN (REMOVE AS RETURN EXCAVATED SOIL NECESSARY) TO FACILITATE AS NEEDED AND COMPACT PROPER DRAINAGE ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM ROOTBALL PITS SETTLING IN FUTURE SECTION L-001 N.T.S. 12" UNLESS OTHI NOTE[ CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE A 011111161 1 to] :4 Q 2 1 RI all *, it] : M I II CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE anu nxx ROW 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. FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE LPLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OFPLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) E SECTION, PLAN N.T.S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH L-011 PLACE SOIL FROM EDGE WITHIN BED. GROUND COVEREDGE, 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. (AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. < U � SPACING 5 I -P > < ROOTBALL uj BED 0 WIDTH PLAN 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. FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE LPLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OFPLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) E SECTION, PLAN N.T.S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH L-011 PLACE SOIL FROM EDGE WITHIN BED. GROUND COVEREDGE, 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. (AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. MULCH LAYER (AS SPECIFIED) 24" (UNLESS OTHERWISE FINISHED EDGE ----, NOTED) TRENCH EDGE (TYP.) N, x x XN x N, X )/X\ > rit_ EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE 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 rim, I a I [two] a I rele 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 r ui FINISHED GRADE -Z7 E! I EA_ I E-Ei I 1E1 I IIN I I.. I in I 1991€ = I=11 II' II II II REFER TO -III IlE tlI 11 111 111 111 II bE1IE 1111 ROOTBALL DETAI U 11 '4N =i 1i _111: I=jL,E�Ljr_ 7 'i TYP. e NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE (AS SPECIFIED ON DWGS.) O.C. SPACING TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE r PLANTED (D w FINISHED--\ GRADE VIII II' '111 X% L 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. STAKES ON "HIGH" SIDE OF TREE ONLY. 0 A SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /-o\ FINISHED GRADE --J -M REFER TO TREE ROOTBALL PIT D A DETAIL 9 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES, ... 22 1/2 u- .. ... DIRECTION 0 OF SLOPE Z PLAN 0 w uj MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION L-002 SECTION, PLAN L-003 N.T.S. L-011 N.T.S. W, UJI N,T.S. STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKE GALV. WIRE HOSE 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. FINISHED --J ji /�"`4 I I I =,_mg GRADE I 4 TREE (AS SPECIFIED ON DWGS.) ROW SPACING TYP. 4", TYP. STAKING ENLARGEMENT 450 MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS SECTION NOTE: TYPICAL STAKING: �� 1=1 =_Iri 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 REFER TO MIN. OF Y2 TREE HEIGHT ROOTBALL DETAIL 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILLSIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) TREE STAKE GALV. WIRE II PIII HOSE Ell. STAKING ENLARGEMENT I H laaamirmoubgLem 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 (3B 9) TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL D TREE PLANTING - SECTION, PLAN TRENCH EDGE (TYP) ROW SPACING SECTION ULCH LAYER ULTIVATED SOIL L-004 N.T.S, 1 X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX'C' RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON 1111=1111= x DOWNHILL SIDE. SHRUB PLANTING ON SLOPE (SET PLANTS PLUMB) 111=1111_1111=1111=1111=_1111_ �. MULCH LAYER (AS SPECIFIED) 24" .1 PLANTING SOIL MIX (AS SPECIFIED) 11=_1111=_1111-1111-1111 (III TRENCH EDGE =III' 1111=1111=_1111=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP OF ROOTBALL TO FINISHED GRADE. TAMP LIGHTLY PRIOR TO SETTING 4 MIN.t- SHRUB TO PREVENT SETTLING.-1111=III =1111=_1111- -Ili SETTOP OF ROOTBALL LEVEL WITH FINISHED GRADE. MI SHRUB PLANTING ON SLOPE 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 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROWS ACING TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX 'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. JUNIPER PLANTING ON SLOPE 1111=_III 11= (SET PLANTS PLUMB) 111=1111=1111=1111=1111= III= MULCH LAYER (AS SPECIFIED) -1111=1111-_1111=_IIII_IIII 3011 PLANTING SOIL MIX (AS SPECIFIED) TRENCH EDGE -III' =1111=_1111=1111=11 4 (TYP) ADD EXCAVATED SOIL TO BRING TOP OF ROOTBALL TO FINISHED GRADE. 4" MINA TAMP LIGHTLY PRIOR TO SETTING 4__ SHRUB TO PREVENT SETTLING. SET TOP OF ROOTBALL LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE L-006 SECTION L-007 C�$ DETAIL L-011 N.T.S. W, UJI N.T.S. N.T.S. FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS/SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) ." SLOPE FOR TRENCH L, 12" 1 L, DRAINAGE EDGE (TYP.) FINISHED cy) GRADE -\7-7 //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// I Y/ //\//\//\//\//\//\//\/\//\//\//\//\/\\/\\/\\/\\/\\/\\ PERENNIAL SOIL MIX "Ittil (AS SPECIFIED) III=_1111=_1111=1111=_1111=_1111=_' ,= =1111=1111=1111=1111=1111=1111=1111=1111=1111=1111.11 IN --M]=, 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 MASS PERENNIAL BED PLANTING DETAIL L-014 9 DETAIL L-008 N.T.S. N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 85326 PZ '0 e� IN, 0 AA L U- C�$ W, UJI < U � � > < uj 0 m > � uj < 0 0 U H < C) < UJI m J � > J < _j < ISSUED: SCALE: REVISIONS: 05-30-17 NONE