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HomeMy WebLinkAboutSDP201500036 Plan - Approved Initial Site Plan 2015-10-19PHASE 1 R IVAN NA VILLAGE INITIAL SITE PLANS BLOCK A SDP2015-XX JULY 27 2015 APPROVALS PLANNING /ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT VICINITY MAP: SCALE: 1" 2.000' G �A K yO�p� sc eswick PC09C "6o c R � A rN ° 0015f*RO (: Al:1P t3 -1?AN FY'. m (tWell ` II RED= O %.L'N YO Sha TM: ]9 6ROADMOOR.DR CG S� .Milton (� <aT.oN o P� � W O y 5 TM �.9J JAM kINM`c.<,��GRY �z y��BRIOGll' O =p2 \TM- 94 m izv 836 N HILLS D 1 2000 ft N SHEETINDEX C0.0 COVER SHEET C0.1 GENERALNOTES CIO EXISTING CONDITIONS C1.1 OVERALL PHASE I PLAN C2.0 LAYOUT PLAN C2.1 GRADING, DRAINAGE & UTILITY PLAN C2.2 LANDSCAPE PLAN by the All o marle 4uln�ty �;oi. ,mnity D e,: I.,. �t Depail3.Ti Date( — S Be STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. LEGEND W WATER LINE (EX. / PROP.) BOUNDARY/ RIGHT -OF -WAY LINE WV® WMO WATER VALVE/ METER I.F. IRON PIN FOUND FHA FIRE HYDRANT I.S. IRON PIN SET YH YARD HYDRANT SETBACK LINE BOA® BLOW -OFF ASSEMBLY EASEMENT LIMITS -SS SANITARY SEWER LINE (EX. /PROP.) CENTERLINE 00o CLEANOUT - 670- CONTOUR LINE (EX./ PROP.) MH MANHOLE c-- -3:1--E2.50%DEGREE/ DIRECTION OF SLOPE -SD- STORM LINE (EX. /PROP.) 479.70+ SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH /SWALE G GAS LINE (EX. /PROP.) WATERCOURSE GVO GMO GAS VALVE/ METER BM+ BENCHMARK - OHE OVERHEAD ELECTRIC (EX./ PROP.) CG -2 VDOT STD. HEADER CURB - UGE- UNDERGROUND ELECTRIC (EX./ PROP.) CG -6 VDOT STD. CURB & GUTTER PPO POWER POLE CG -12 VDOT STD. HANDICAP RAMP LP* LIGHT POLE LPO HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUY e I WIRE RCP REINFORCED CONCRETE PIPE EM o ELECTRIC METER CMP CORRUGATED METAL PIPE T❑ TRANSFORMER PVC POLYVINYLCHLORIDE PIPE - OHT- OVERHEAD COMMUNICATIONS (EX./ PROP.) HOPE HIGH - DENSITY POLYETHYLINE PIPE - UGT- UNDERGROUND COMMUNICATIONS (EX./ PROP.) VC VITRIFIED CLAY PIPE PED O UTILITY PEDESTAL FEE FINISHED FLOOR ELEVATION SWM/ DWM /6a SINGLE/ DOUBLE WATER METER TBR TO BE REMOVED GV D4 GATE VALVE TBT TO BE TRANSPLANTED TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 -531 -5544 alan@alanfranklinpe.com 944 1 p lic. No. 353 w 41 �SS�ONAL Z Z W Z Q J C7 � W TW .i (n Z cn O J J_ % J Q WQ 2 W m � O i J Q UJ O m ISSUED: 7/6/15 SCALE: - REVISIONS: SHEET C0.0 1 of 7 GENERAL DO'T'ES; U) PROFFERS- Q Z_ PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 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 a- W 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 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND /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 AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT., IN THE OWNER/ CONTRACTOR CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE 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 AGREEMENT. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND WORK. CODE OF VIRGINIA ( "CODE`). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 0 HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY -ONE THOUSAND. ONE WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE CDA, IF CREATED, W LL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG HUNDRED FIFTY DOLLARS (521,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN 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 2, CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS INITIATIVE.. LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 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 ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT 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. 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 2, CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT. THE OWNER SHALL NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES. CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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 PRELIMINARY SUBDIVISION PLAT IS 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 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 SCHEDULE /ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL DESCRIPTION. 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 BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN IMPROVEMENTS PROGRAM. DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS. EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT 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). 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 3 500.0 F O 5 (S 0) OR EACH THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS'. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM F 3 FEET COVER MEASURED FROM THE TOP OF THE PIPE, SINGLE FAMILY DETACHED UNIT THREE THOUSAND DOLLARS (S3 000.00 ( ) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL L FIRE HYDRANT ANT LINES, SERVICE LATERALS AND WATER LINES. ATTACHED UNIT. AND TWO THOUSAND, FIVE HUNDRED DOLLARS (52500.00) 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 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE ETC. 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 "). PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. DEVELOPMENT (THE "DIRECTOR IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF GLENMORE WAY BETWEEN ROUTE AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS. THAT THE PATH 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. DEPICTED ON THE APPLICATION PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO 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 BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 8. VALVES ON DEADEND LINES SHALL BE PODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE 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 EXTENSION OF THE LINE. BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. HEREIN. 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 9, AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF 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. TRANSPORTATION ("VDOT "), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. 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 BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL CHECKLIST. 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 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS 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 TO THE BEST OF HI S / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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, ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY. AND TO ACCOMMODATE A CONSTRUCTION VEHICLE WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE 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 PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT 15 BEING PAID IN INCREMENTS. THE SUBJECT TO APPROVAL BY THE DIRECTOR. ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF REQUIREMENTS OF THE PERMIT SHALL GOVERN. 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 PROPERTY HE/SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE 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 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 TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. FROM THE PROPERTY. THE WASH -DOWN AREAAND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A VDOT UNLESS OTHERWISE NOTED. CLEAN, ORGANIZED AND SAFE SITE AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE 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 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 THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC AT ALL TI M ES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 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 DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. DEEMED TO BE THE LATER OF (I) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (II) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY. TO REMOVE ANY SOIL, SAND, MUD COMMENCING GRADING OF THE SITE .. . . 5 THE MAXIMUM ALLOWABLE SLOPE IS 2 1 HORIZONTALVERTICAL WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF - ( ) .. GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. 3'.1 OR BETTER ARE TO BE ACHIEVED. 4. INTENTIONALLY OMITTED. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION IN R INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY TO NEIGHBORING PROPERTIES. DAMAGE TO LINES O SE C 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP ACTIVITY FOR THE UPCOMING K. C 0 U CO G WEE REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 093A1- 00 -00- 00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. HALL SATISFIED N CONSTRUCTION T S BE DEEMED SA 5 ED WHE CONS RUC ION IS COMPLETE OR IF HE 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 A O S NY GRADING PERMIT 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM 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, EXCEPTAS NECESSARY TO SATISFY A REQUIREMENT OF THE DAMAGE DUE EXECUTION THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1 -00 -00 -00200 T RANT THE R EASEMENTS G REQUIRED CTM PLAN ITSELF SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE UNTIL AN ENDING A G D TE OR EVENT AS /THE UT ASSISTING HIM /HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. N SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND IF THE H PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE RE UIRED EASEMENTS ARE NOT PROVIDED ALTERNATIVE T RMWATER MANAGEMENT T BE CONSISTENT T T Q S 0 G O CO S 5 ENT WI H HE STORMWATER CONSULTATION WITH THE OWNER THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHI " VEHICLE' INCLUDES BUT IS NOT 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. LIMITED ANY TRACTOR TRUCK, TRACTOR COMBINATION, TRACTOR TRUCK /TRAILER COMBINATION, DUMP SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: MITIGATE IMPACTS ON EXISTING PUBLIC ETRUCK/SEMITRAILER BULLDOZER FR O TRUCK, CONCRETE MIXER TRUCK, LAND MOVER.. BULLDOZER.. FRONT -END LOADER, GRADER, PACKER.. POWER SHOVEL, OR CRANE, BUT DOES NOT INCLUDE ANY PASSENGER CAR. PASSENGER TRUCK H A C (SUCH S A PICK -UP TRUCK).. OR MOTORCYCLE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS GI FACILITIES. THE OWNER. AT ITS EXPENSE. SHALL AT THE REQUEST OF THE COUNTY ENGINEER CONSTRUCT AND DEDICATE IN FEE Y COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT SHALL BE CAREFU LL COO 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 OWNERS. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE 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 CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT ( 296 -5832 ) 48 HOURS IN ADVANCE OF THE OF DEVELO P ME NT(THE °PAR K IMPROVEMENTS ") THE PARK IMPROVEMENTS S H ALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD O F GLENMORE WAV. AND THE CTM PLAN RIGHT-OF-WAY, TI N T ANY 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC INCLUDING CONNECTION O T F CONSTRUCTION . STAR O THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY IF CO BLOCK A AS SHOWN ON EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR 2. PON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE U THE OWNER HALL DEDICATE THE COMMUNITY PARK T THE COUNTY UPON COMPLETION F THE P 0 S C CO U O COU U 0 CO O O E ARK IMPROVEMENTS OR EARLIER CONSTRUCTION VEHICLE USE. THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE T IF T F T UPON REQUEST OF THE COUN Y DEDICATED PRIOR O COMPLETION O HE REQUIRED PARK IMPROVEMENTS, THE CONTINUE TO USE GLENMORE WAY. AND THE APPLICABLE PROVISIONS F T O HE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. COUNTY. IFA SUBGRADE SOIL CBR 10 GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE F THE PROPERTY THE O U 0 O OWNER AND THE SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCKA. D MI MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED 8Y THE OWNER WHILE COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE COMMUNITY PARK SUBJECT TO THE COUNTY PASSING RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER PRO IL°T�T7° lf� A �T° /��o DA 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 NUMBER 20F ZMA -79 -016 13 DEEMED SATISFIED. 1C ,CS ESQ ,1 1 d- 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. TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES. THE OWNER. AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE DEVELOPER: RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902. 434 - 974 -7377 STRUCTURE. COUNTY ENGINEER CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING CONTACT'. ANDREW BONINTI 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE APPROXIMATELY 13 26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS "). THE OWNER MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 17. EROSION AND SILTATION CONTROL SU FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARKAREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE PROPERTY OWNER: RIVANNA VILLAGE, LLC. 314 E. WATER STREET CHARLOTTESVILLE, VA 22902. 434 - 974 -7377 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 CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE CONTACT'. ANDREW BONINTI 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. REQUIRED BY THE COUNTY. PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. TAX MAP / PARCEL #: 79 -25A, 80 -46, BO -46A, 80 -46C. 80 -46D, 80 -46E, 80 -50, 80 -51, 80 -52, 80 -52A, 80 -55A, 93A1 -3, OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED 93A1 -4 CONTROL BOND. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE CG -9(A, B OR C). DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) PROPERTY ADDRESS: 3500 STEAMER DRIVE 18, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A SLOPE IS 2.1 (HORIZONTAL :VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 31 OR BETTER ARE TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT BLOCK W9THIN WITH THE TRAILS ARE LOCATED. PROPERTY SIZE'. BLOCK'A' = 9.619 ACRES SE ACHIEVED. ALL SLOPES 3'.1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. STANDARD PE -1. 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE ZONING'. NMD (AS OF 07 -09 -14 - ZMA #2013 -0012) 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A 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 MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG MAGISTERIAL: SCOTTSVILLE AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. ROUTE 250 (THE "LANDSCAPE BUFFER ") AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND COMPREHENSIVE PLAN: TOWNNILLAGE CENTER 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 DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. AND VOID. RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS. (A) THE OWNER RETAINS THE RIGHT TO REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE, (B) THE DRINKING WATER NONE 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 TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT', (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL WATERSHED: CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 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 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND 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 LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS STANDARDS FOR LANDSCAPING WITHIN WAIVER / VARIANCE NONE CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARE DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE REQUESTS: 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. DEVELOPMENT IS SUBJECT TOARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECTTOARB REVIEW, AND SPECIFIED. SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING SURVEY SOURCES'. BOUNDARY SURVEY'. ROUDABU SH, GALE 8 ASSOCIATES (434) 977- 0205 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED. OR AS DETERMINED BY 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 24, ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO VDOT FOR PUBLIC ROADS. 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 8 ASSOCIATES IN 2014 BE B' 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 OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE DATUM: VERTICAL. NAVD88 ACCESSIBLE SPACES SHALL 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL HOMEOWMERS'ASSOCIATION OF RIVANNAVILLAGE. HORIZONTAL'. NAD83 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. AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE BENCHMARK'. VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE OWNER SHALL. AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY N 3,890,142 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30 ". TO OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO THE COUNTY TO NO LONGER DO SO', PROVIDED. HOWEVER. DURING THE PERIOD OF OWNER MAINTENANCE. THE OWNER SHALL ENJOY E 11,520 058 CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ERA S THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE. ELEV. 416.195 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY SIGNAGE, UTILITIES ANDOR OTHER PURPOSES DESCRIBED IN THE CODE DEVELOPMENT. UPON BEING REQUESTED BY THE COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WiIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER PARKING SPACES. THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS FEMA MAPS 51003CO295D.. 02/04/2005 AND 51003CO325D, 02/04/2005 CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 28. UNLESS OTHERWISE SPECIFIED. ALL TWO -WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A AREA STATISTICS: LAND -USE FOR BLOCK A AC % MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED RIGHT -0F -WAY 1.113 12% 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO BY THE CODE OF DEVELOPMENT. EXCEED 2% IN ANY DIRECTION. BLOCK A LOTS 4.086 42% 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15 %) OF THE TOTAL 30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND /OR FOR -RENT UNITS, SUBJECT ALWAYS TO AMENITY SPACE 4.420 46% 31. SIDEWALKS TO BE A MINIMUM WIDTH EXCLUDING CURB, CONSTRUCTED 4" PSI CONCRETE SURFACE, 4" THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT "). A SITE PLAN OR SUBDIVISION PLAT SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, TOTAL BLOCK A SITE ACREAGE: 9.619 100% S (5', 21 -A STONE BASE. WITH UNDERDRAINS (LID -4, ETC. IF REQUIRED) PER VDOT STANDARDS. A RDS INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE IMPERVIOUS AREAS 2.442 25% 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT 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 GREEN SPACE 4.234 44% STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HOPE PIPE SHALL BE HOMEOWNERS INSURANCE ("PITT ') DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. ADS N -12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. Notes A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE THE MINIMUM REQUIRED AMENITY SPACE IS 25% 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER /BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE THE MINIMUM REQUIRED GREEN SPACE IS 25% 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.LP ALL WATER SERVICE LATERAL TO BE TYPE' NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN - CURRENT OWNER /BUILDER THAT THE UNIT(S) GREEN SPACE IS AMENITY SPACE MINUS IMPERVIOUS AREA IN AMENITY SPACE W COPPER TUBING. WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE IMPERVIOUS AREAS INCLUDE ROADS, DRIVEWAYS, CURB CUTS, SIDEWALKS, BLDGS, 8 TRAILS CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED SETBACKS: 10' FRONT SETBACK 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN - CURRENT OWNER /BUILDER SHALL HAVE THE RIGHT TO SELL THE 10' REAR SETBACK UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO 5' SIDE SETBACK 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE B. FOR -RENT AFFORDABLE UNITS. MAX. NUMBER OF APPROPRIATE. EMPLOYEES'. NOT APPLICABLE WITH PHASE 1 (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN - CURRENT PARKING REQUIREMENTS'. REQUIRED PARKING'. SINGLE FAMILY DETACHED UNITS = 2 /UNIT x 4 UNITS = 8 SPACES 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y INCH OF REQUIRED SUBGRADE AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, SINGLE FAMILY ATTACHED UNITS= 2 25JUNIT x 27 UNITS =61 ELEVATIONS. THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAYBE INCREASED UP TO THREE PERCENT (3 %). FOR PURPOSE OF SPACES THIS PROFFER STATEMENT. THE TERM NET RENT MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE 64 REQUIRED PARKING SPACES 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y INCH OF REQUIRED FINISH ELEVATIONS. REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED 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 PROVIDED PARKING: 31 DWELLING UNITS w/ 2 CAR GARAGE 8 2 DRIVEWAY SPACES = 124 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT. OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS SPACES QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY. FARMERS HOME ADMINISTRATION, OR 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. HOUSING AND URBAN DEVELOPMENT, SECTION 8. WHICHEVER COMES FIRST (THE "AFFORDABLE TERM "). PUBLIC DEDICATION: PUBLIC RIGHT -OF -WAY, ACSA EASEMENTS, SWIM EASEMENTS - SEE PLANS FOR DETAILS. (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE 41. FOR ALL OTHER AREAS. SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN CORRESPONDING ELEVATIONS. 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 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 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 JI, �T'' S" RIP G 7 NERATIl�i N ESTIMATES: FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF BE PERFORMED ATA SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. THIS PARAGRAPH 9B HAVE BEEN SATISFIED. CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY SUNDAY (PER UNIT) AM (PER UNIT) PM (PER UNIT) 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY FOR EACH FOR -RENT AFFORDABLE UNIT. THEN THEN - CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING 210 SINGLE - FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH 4 440 35 46 465 404 N CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION. DURING THE AFFORDABLE TERM, THE THEN- CURRENT HAS I HAS INSTALLED GENERAL SERVICE. 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. 230 CONDOMINIUM / TOWNHOUSE IDUPLEX 5.86 0.44 0.52 5.67 4.84 44. ALL STRUCTURAL FILL SHALL BE A MINI UM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 334 25 30 323 276 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL TRIPS GENERATED 774 60 76 788 690 DEV ICES (MUTCD) STANDARDS. Alan Franklin PE LLC Civil and Site Plan Engineering g g 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com Ivy Op iy V Alan G. F' ankliD � Gc. 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FQR o�' v v WILLIAM' i / /�� 11 ,��d - .�� - /��.b N LDR GIN v ,�sa�s ON -- '� - ' / % /"/ ' \ RESIDEN' - / /i / ' /' , \ \ \\i i $I ENTIA v, i ', / / G - \ / \ / / \ ` RESIbENTIAL i`." / :C' ' \ \ �� ' ' ° , \ i i �- __ PA i / / '// /. /' ' ," y / - - '/ _ / - - - - / /' / / /'/ \ - - - \ - I ♦ . -�� / ' TI� BO 47 / i z@,, ,,�k "b",, y, , \ \ / \ \ \ \ //.///'/ %/' �� ' _- '� �� `� __ ' / / B�TT11 �rl ?i7 s *ztea \1 \/ II -'\ / ' - - -- - - / / / - i, _ / � "" �� 0 / - - ACSA GL 0 SSAC. y -r- y \ \ \•\ A� �1l1y;" GRAPHIC SCALE: , J, ' - ti I( R AGREE NT LIMITS _ / /, /'/ -+ 4 \\ SAN -SEWS \ , I -- - / - \ \ \ - -- - /, // _ L / \ \, � \ \\, 1 OC' 50' 0 100' 200' , - - / j, // ,/ �v �v �' �/ i� /%� / -/ V A / - 100' �� / Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com An OF I ' Alan G. Franklin � Ix.Va 35326 . J' '4U' i � ,, O 1'A L . E,�`' ISSUED: 7/6/15 SCALE: 1" = 100' REVISIONS: SHEET C1.0 3of7 UI Z O Q Z �__ J Lu ° O U Q J J iz Q r� V v i Q cr wz0 Q � 0 m rn� �/ / x W ISSUED: 7/6/15 SCALE: 1" = 100' REVISIONS: SHEET C1.0 3of7 �A 403.630`_``` � {� l �ROU7E 250 4 / / d 0 / � x ACSA/GLENMORE ASSOC. o \ 4 O E TIAL CUL -DE -SAC A SEE NOTE #7 SAN. SEWER AGREEMENT LIMITS GLEN E WAY IMP NT (PER APPR V A RECOMMENDAT O / m / I �s 70' GLENMORV W � I �j ` \ � TRAI � \ � Ac MOREy4�S yT B /� F L � SAN R A E M NT IMI 1� x c+ T GLENMOR�EW,AY IMPROVM N (PER A,rrgOVED TIA RECO MM IiE DA O ) � �I� }(T'' o �I , €, I � / Q r I l � ♦ � T � � t a s *� 1 ROUTE 250 IMPROVEMENTS (PER APPROVED TIA RECOMMENDATIONS) 70' ROUTE 250 RESERVATION ZONE �� + 30o LANDSCAPING BUFFER STRIP x Z7 ACSA/� E M R ASSOC. Y SAN. SEWE7 G E MEN ITS s 4 / �� % ✓.. e �� 4�� � i� rt� LJ 70' G N WAY v x�l B FF IK a �5 \� / U _ BLOCK A VILLAS �� PHASE I SANITY SE �70� /� SUTURE PARK FUTURE TRAIL, TvR �� i \�/ — �� ' / f _ 7 U C3 ti ACSA/GLENMORE AS SAN. SEWER AGRE /�Vi NT LIMITS L 41 S `� PHASE I SANITAR� SE R A/GL ORE ASSOC. ACSA/ 1_5hPORE ASSOC. i � v � AN. SE V� R GREEMENT LIMITS S EEMENT LIMITS �\ � / ACS A/ ENMOOREtSSOC. ✓ \ i o / SA SE ER AG\R ENT \ \ , u Ts � \ \ \� `\ � \\\ GRAPHIC SCALE: 100 50 0 100 ,/200 1" — 100' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434531 -5544 alan@alanfmnklinpe.com LTH OF `!9 2 U y Alan G. Franklin y 35326 No Lic. w o $w 1ONAL B :G� z J z Q � J Z � 0 LLI LLJ Z Q (f) O = J J_ J U Q Q O c/ m LV O ISSUED: 7/6/15 SCALE: 1" = 100' REVISIONS: SHEET C1.1 of m r 1 14 1 � - 1 0 v - VILLA A2 / FFFE 399.83 1 VILLA A3 \ \ BFFE 390.83 FFFE 399.17 1 _ BFFE 390.83 VILLA A4 ? \ (2) - CAR GARAGE & I a \ FFFE 398.50 (2) CAR PARKING I BFFE 389.50 FOR EACH UNIT, NP. I I I 40' 30.00 _ - —J Q 23- VILLA A5 \ \ FFFE 397.00 \ \ 3 0 / < BFFE 388.00 \ 6g, 00 CK, TYP. / °1 _ �r, VILLA FFFE 396..33 3 OPEN AMENITY BFFE 387.33 \ \ DECK, TYP. /\ SPACE \ \ \ \ \ VILLAA7 A FFFE 395.67 �"'d \ BFFE 386.67 A\ TRAIL, TYP \ / VILLA A8 \ FFFE 395.00 / �-- ,�� BFFE 386.00 / - hlo g�ti / EgRSETBq 2g° 04 1 O h� 11'p '10 °W titi6 — 57 TYR / VILLA A17 / � a6�3 Voff °off vv FFE 397.50 40' N h Q P. 43' / \ o� m � nP. - OPEN AMENITY I / a VILLA .5 / /1 SPACE / `� FFFE 394.50 VILLA A10 / \ BFFE 385.50 x \. vuinn1s \� / /.. \G� n`- \`♦ / / FFFE 396.50 \ \ % (2) - MODULAR \ \ BLOCK RETAINING \ \ \WALLS (6' MAX. HT) V A V A 1 � � � a v � I CO I VILLA A22 FFE 393.83 OPEN AMENITY SPACE X \ :oo or✓ so s \ SCREEN PLANTINGS AS PART \ OF ROAD PLANS, TYP. x X X \ V VILLAA27 FFE 407.00 > 1 X X I'i } \1 X �1 GRAPHIC SCALE: 1 20' 10' 0 20' 40' 1 " = 20' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.com �LTH OF /,I 9cr 2� V y Alan G. Franklin x Lic. No. 35326 O � "ONA L ECG\ < z j� L) ii 52 U) � O Q J J w cc Q O Q i Q11 Z 1 W Q a VILLA Al FFFE 400.50 OBFFE w 391.50 1 MI , 1 1 L 38 R -2- m r 1 14 1 � - 1 0 v - VILLA A2 / FFFE 399.83 1 VILLA A3 \ \ BFFE 390.83 FFFE 399.17 1 _ BFFE 390.83 VILLA A4 ? \ (2) - CAR GARAGE & I a \ FFFE 398.50 (2) CAR PARKING I BFFE 389.50 FOR EACH UNIT, NP. I I I 40' 30.00 _ - —J Q 23- VILLA A5 \ \ FFFE 397.00 \ \ 3 0 / < BFFE 388.00 \ 6g, 00 CK, TYP. / °1 _ �r, VILLA FFFE 396..33 3 OPEN AMENITY BFFE 387.33 \ \ DECK, TYP. /\ SPACE \ \ \ \ \ VILLAA7 A FFFE 395.67 �"'d \ BFFE 386.67 A\ TRAIL, TYP \ / VILLA A8 \ FFFE 395.00 / �-- ,�� BFFE 386.00 / - hlo g�ti / EgRSETBq 2g° 04 1 O h� 11'p '10 °W titi6 — 57 TYR / VILLA A17 / � a6�3 Voff °off vv FFE 397.50 40' N h Q P. 43' / \ o� m � nP. - OPEN AMENITY I / a VILLA .5 / /1 SPACE / `� FFFE 394.50 VILLA A10 / \ BFFE 385.50 x \. vuinn1s \� / /.. \G� n`- \`♦ / / FFFE 396.50 \ \ % (2) - MODULAR \ \ BLOCK RETAINING \ \ \WALLS (6' MAX. HT) V A V A 1 � � � a v � I CO I VILLA A22 FFE 393.83 OPEN AMENITY SPACE X \ :oo or✓ so s \ SCREEN PLANTINGS AS PART \ OF ROAD PLANS, TYP. x X X \ V VILLAA27 FFE 407.00 > 1 X X I'i } \1 X �1 GRAPHIC SCALE: 1 20' 10' 0 20' 40' 1 " = 20' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.com �LTH OF /,I 9cr 2� V y Alan G. Franklin x Lic. No. 35326 O � "ONA L ECG\ < z < a w v , � O Q J J J_ > cc Q O Q i W co J Q m ISSUED: 7/6/15 SCALE: 1" = 20' REVISIONS: SHEET C2.0 5 of 7 \ \ LATER *SEE PHASE 1 ROAD, WATER, g Y 51 °5AAT � 1 NS 4�E E * -R, ATER, & SEWE,R � PLANS Q V30 °4" 5 '�ORM DRAIN U) 0�SA EASEMENT / / \ / _ s CLEAN TYP. CO I �� PRE -DE . G DES, TI S� A 20' DRAINAGE -- - ES ESTABLISHED WITH \ EASEMENT - - - - PHASE I R TYAx Lu 3 7 v I \ / S v 8 50 68 \ v vv W VILLA Al v v H - - FFFE 400.50 s w BFFE 391.50 O I VILLA 1 FFFIE 399.83 I VIL A�A3 oo, DOMESTIC WATER FFFE 399.1-7-- f BFFE 390.83 SERVICE, TYP. I BFFE 390.83 \ \ VILLA A4 \ /� �tr (2) -CAR GARAGE& I FFFE 398.50\ 1 Z (2)- CAR PARKING I BFF8 FOR EACH UNIT, TYP. \ \` / 7 �' �- \ - D5 ✓ S �� Y LE I. E N ER1 yA 1 \ \ x . _ x -,Do--- - - ` / 9. A FFFE -\ 97 .00 v v _ O 00 / BFFE 38$.00 w in Ing Rd. i - - \ 1 8" ACSA WATERLI & LATERALS, TYP.` *S PHASE 1 ROAD, WATER, SEWER PLANS \ \ \ x I� H6 / E AD, 5- SIDEWALKS, &DRIVEWAY LTS, TYP. / \ \ *SE PHASE 1 ROAD, WATER, & SEWER PLANS _ i ,/ q° yAN. SEWER\ \ / /I LATER�Y 15" STORM DRAIN SYSTEM, TYP. 4, SEE PHASE 1- ROAD, WATER, & SEWER PLANS / / S.S. CLEAN OU 39\ TYP. (C( TW 4%0 m / \ TRAIL, TYP, \ /\ / TW a0 .0 / \/ VILLA A17 a C v v VILLAA6v v v ♦v vvvy �// FFFE 3.33 OPEN AMENITY y v v vv I v 7 _ BFFE 387. A \A \ V A (/ `� m I \ \ \ DE TYP. S \ V I SPACE v \ y \ \ \ \ I I v \ \ \ \ \ \ SWM /BMP \ \ \ \\ \ \ \ \ \ I \ 386\00 V A \� \ AS3 (BIORETENTION) \A \ \ \ \ j � ♦ \ �v V A \ � )� �� I � � �I TRAIL, TYP��� VILLA A7A FFFE 395.67 a BFFE 386.67 G1 20' D NAGE N y \ v A v v E ENT 20- ACSA.F-ASEMENT- /15" STORM DRAIN SY�S CM, TYP �� �� h3 V *SEE PHASE 1- ROAD, WATY -R, & I ER , v �v VILL�A8 \ 35.8 A m \ FFFE 39 .00 `ss S _ i' \ \ - -- _ / !"A CSA SAN. SEWER &LATE ALS, 06 _ \ S'\ _ - / /' SEE PHASE 1 -ROAD, WATER, & SEWER PLANS Z 10'REAR�B \ \ \ 1 ® 384.8 3 � ° 38 � \\3 3� Q. - - 6.83 - / H i 388.83 N1 OPEN AMENITY o VILLA A9 FIFE 394.50 j \\ / SPACE / _BFFE385.50- - VILLA -A10 - x \ \ F FFE 396.50 390.83 F I o V A /VILLA 3.18 FIFE 3$7 5� - _ _ _♦ \ I m \ FEE 396.17 A \ / I \ A 20' ACSA 92.5 I VILLA All EASEMENT � \ _ l I FFFE 398.50 _ TW 404. V A ZCSA EASEMENT m V A I _ BFFE 389.50 VA\ / (WIDTH VARIES) VI IE 400. 0 / = G +\ �!V / ! FFFE 400.50 \ \5 \ FEE 394.83 �� BFFE 391.50 R�OS� \\ \ V \ \ \ l a te a�, c � V�9 \� \ \ / A \ A \ 39 \ \ \ / �- . r� _ "��_ � ' -- �__ i a �R • 2 q 3 'J � '�'sc _ _ _ -- ?+A L l _39 .5� �(� A 1 A . A 20' DRAINA GE EASEMENT < VILLA 3.20 % FIFE 393.50 VILLA A13 FFFE 404 20' DRAINAGE B FFE 395.0 0 EASEMENT V \\ \ ♦9 \ i \ A N \ , ��I I � I A \ \ m I I N \ NZ V _ II I \\ 8 ACSA SAN. SEW\ER & LATERALS, TYP. \ r \ \\ %% R *SEE PHASE 1 ROAD, WATE SEWER PLANS \ \ � Ga �� = oz Y v� VILLAA14 EFFE405.33 VILLA A21 "� \ TAW 403. \ \VAA \ i FEE 93.18 / / ' V BFFE 398.33 397. I I \ 7 �v Av iVILLAA22 FEE 393.83 \A \ \ ey.. x• 6 A�' = ��� A\ I V - A ♦. V /ACSA EASEMENT VA % \ � o / � \ /(WIDTH VARIES) 3lE' FEE 395.17 / s .�o / 133 / - �� VILLA Al 5, \ s2 / / v N v FFFE 407.33 \ � � � V A \ V \ (2)- MOOULAI� 1 A \V A V � / � VILLA A24 BFFE 398.33 � _ ,/ v A 8 � BLOCK RETAINING 1 AV A 16 FEE 396.50 _ \ \ \ WALLS (6'M "V' \HT) / \ \ \\ \ \ / xZ o \ \ H ce I I VILLA A25 \ \A 399.00 \ \ v A \ v FEE 403.67 \ \ \ ACSA EASEMENT \ � _ ) � _ BVFIFL E 39A1.6 \ a. (WIDTFEE 4 i.67 �hA 67 AryAGE A �y\ \ \ \\ \ \ \ \ •DO \ / s' i Y\ v \ V A V A \ \ \ /F \ / V A V� FE 405.67 TW 403.0 v 0 / SERVICE, TYP 15 STORMY DRAIN SYSTEM, TYP. / TW qpq, WATERR -PLANS ,& SEWE / TW 496:0 405.0 \ / / \ A �;A', Is" VILLA�(27 X ACSA F 407.00 4 3 � x ENT m PROVIDE PVC t '� SLEEVE UNDER 'I ',; ; v v V A / •8 / A / WALK, TYP. 1 OPEN AMENITY 3/ SPACE \ V °s �� - \ V _. use la UGT - G '/` 170 SCREEN PLANTINGS AS PART � � OF ROAD 40633 RUNS, Tvv'P. �- x i _ v DR MENT - 'Q GRAPHIC SCALE: X � VjN H A I \ V i G x 20' 10' 0 20' 40' 20' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 -531 -5544 alan@alanfranklinpe.com yTH OF ` 9c Alan G. Franklin Lic..\'o. 35326 w �SS�ONAL F'�G z Q J F z Q D Q Z J C16 W LLI 'U) Z - O V J J_ J z > Q Q W U Q m 0 Z _ 0 C�•Rf V ISSUED: 7/6/15 SCALE: 1" = 20' REVISIONS: SHEET C2.1 6of7 LLJ i AN 139, N51� GF U _ TT.Sr Q , - Y ;� N30- 4139„ W \ G G w I VILLAA1 FFFE 400.50 A S y P BFFE 391.50 I VILLA A2 FFFE 399.83 , VILLA A3 I BF 9 FE 390.83 FFFE 39.17 I 1 BFFE 390.83 VILLA A4 - w�111 2) - CAR GARAGE& 1 FFFE 398.50 z 1 (2) -CAR PARKING 1 50 \ _ FOR EACH UNIT, TYP. BFFE 389. �� / \ \ \ •�� ' ! _��_ / S i X �L 3 _ -_�/ VILLA A s GAF 0.00 - - 2 I 5 • t .3, I� \, / / FFFE 397.00 \ \-- � BFFE 388.00 \ 4 \ I z / 0.165 AC f �° C PRESERVED WOODS VILLA + Winding Rd. BFFE \ OP AMENITY 2 EN AMEN SPACE i \ DEG ,TYP. S TRA IL .TYP. m 1 VILLA A7 FFFE 395.67 BFFE 386.67 ry J c v v Is VILLA A8 \ FFFE 395.00 r` BFFE 386.00 h10 � RE A/28. O ten, - / 04'10 ^W (" 71 -� \ /6� y0' ` 216.5 , m / I / VILLA A17 p63 O� °c / ' / / FIFE 397.50 y "� x \\ OPEN AMENITY % /ate VILLAA9 / FFFE 394.50 \ SPACE �� BFFE 385.50 VILLAAIO / FFFE 396.50 x V VILLA A18 _ y� - �A / BFFE 387.50 FFE396.17 V �z -� ILLAAll I \� V �O L FFFE 398.50 rte' s, .�T I - EFFE 389.50 / VILLA Al2 /,k -, m �` FFFE 400.50 \\ VILLA AI9 BFFE 391.50 V FIFE 394.83 �v //'� \, 4 ,5j i N I \ o VILLA A20 3 v = ! / FIFE 393.50 ,/ " S i - ci 7 X � � VILLA A13 \V FFFE 404 1 w -61 � I � � � a, IQ I 8��b \ V �.'�� .� !' ! ��;✓ o� �( o B \� \V BFFE 395.00 2 m \ r I v @ VILLA \ m \� \ �� I4 A FFFE A A14 AV i _ \ \ ® \ VILLA A21 -V �� >v _ "� \\ BFFE 396.33 I V A FFE 393.16 _ / �� ST ETV.�E VILLA A22 / - � � A\ ,� Ro s, m \ \ FFE393.83 VILLA A23 ((( \ FIFE 395.17 / \ TREE CANOPY (REQUIRED BY ZONING ) : (2) MODULAR / \ / VILLA A24 W BLOCK RETAINING C/ /rn A. REQUIRED: Acres WALLS (6' MAX. HT) \ \ \ \ \ FFE 396.50 Site Acreage: 9.619 Farmland Credit: 0.000 \ Recreational Credit: 0.000 \ s / VILLA A25 \ z Open Space Credit: 4.420 Public Land Credit:0.000 \ FIFE 403.67 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Cretlit 0.000 i A 4 v 1 1 , = iv Agent Approved Cretlit: 0.000 \� �® \ ga30g7q, Basis for Canopy: 5.199 \ 0 / / `` \\ / VILLA A26 Al. Basis for Canopy 5.1997 _ J V , FFE405.67 Min. Tree Canopy .Req.uirement: 20% (seSection 329.9b) V , 1 C Total: 1.040 B. PROVIDED: Acres vv � Preserved Area (Wooded): 0.870 \ Bonus Factor 1.25 Total: 1.088 0.705 AC x vv vv G. BALANCE: Acres vvv �- _PRESERVED WOODS''- \ V vvv VILLA "oo Tree Canopy Required (A1): 1.040 \ Tree Canopy Preserved (Bp 1.088 \ \ Additional Canopy Required. -0.048 Note: q \ \ OPEN AMENITY ��aBF. If Additional Canopy Required is negative then NO additional tree canopy is required. \ SPACE 'O�'rol` / \/• PY q p PY required. \ \ \ \ \ O S PACE s�S ° \ \\ __ UGT -.. . J If Additional Cano Required is positive then additional tree canopy is ADDITIONAL REQUIREMENTS: ��_� \ \ y _ 1 La rkIng L t Trees a Parking Area (5% of Paved Area): N/A SCREEN PLANTI SAS PART \ \ Parking Lot Trees. N/A �\� Street Trees. (7,800 SF Provided - see Phase 1 Road Plans) OF ROA LANS, TYP. x Screening: N/A (see Phase 1 Road Plans) `" \I_ /\ - � \ ^ X x X VILLA A15 I \ \\ FFFE 407.33 T \ \ BFFE 398.33 VILLA AI6 \ \ FFFE 408.87 _ BFFE 399.67 � i Aga c> t x / m a X ,IC / 1372 / UGT G - X o uG y/ \� -� GRAPHIC SCALE: 20' 10' 0 20' 40' 1" 20' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 -531 -5544 alan@alanfranklinpe.com III �yTH OF `/9 C, i v , Alan G. Franklin rop Lic. No. 35326 o �1 01VAL �\yG Z Z Q J J Z w LU /U) Z 0- (/) j O J LU J L'j Q 1 U az° Q m J ISSUED: 7/6/15 SCALE: 1" = 20' REVISIONS: SHEET I c2.2 7of7