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SDP201800015 Plan - Approved Final Site Plan and Comps. 2018-12-07
FINA, L SITE PLAN BLOCKS C, D7 i SDP2018 00015 MARCH 16,201 11L1 12 1 1619 11!J-1 IAN R 11 1E � 0 s 01 .q CIVVIIVCCRiIVV 1/� =— CDD INSPECTIONS _ ARCHITECTLAAa REVIEW BOARD ACSA 1-7rr 1'upvA 4 06U, /-I E911 VICINITY MAP: SCALE: I" = 2,000' Sheet List Table WATER LINE (EX. I PROP.) 1 COVER SHEET 2 GENERALNOTES 3 EXISTING CONDITIONS 4 OVERALL PLAN 5 LAYOUT PLAN 6 GRADING, DRAINAGE & UTILITY PLAN 7 LANDSCAPE PLAN 8 SITE DETAILS 9 LANDSCAPE DETAILS SANITARY SEWER LINE (EX.1 PROP.) 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)i 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. I�r W WATER LINE (EX. I PROP.) BOUNDARY/ RIGHT-OF-WAY LINE WVO WMO WATER VALVE I METER I.F. IRON PIN FOUND FHA -6 FIRE HYDRANT I.S. IRON PIN SET YH-& YARD HYDRANT SETBACK LINE BOA® BLOW -OFF ASSEMBLY EASEMENT LIMITS SS SANITARY SEWER LINE (EX.1 PROP.) CENTERLINE COo CLEANOUT —670 CONTOUR LINE (EX. / PROP.) MH-- MANHOLE F-3:1— F2.50°Ili DEGREE I DIRECTION OF SLOPE SD— STORM LINE (EX. I PROP.) 479.70+ SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD® YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH I SWALE G GAS LINE (EX. I PROP.) WATER COURSE GVO GMO GAS VALVE / METER BM+ BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER PPO POWER POLE CG -12 VDOT STD. HANDICAP RAMP LP�> LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUYo� GUY WIRE RCP REINFORCED CONCRETE PIPE EM= ELECTRIC METER CMP CORRUGATED METAL PIPE M TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. I PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. I PROP.) VC VITRIFIED CLAY PIPE PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM I DWM o/A SINGLE / DOUBLE WATER METER TBR TO BE REMOVED TBT TO BE TRANSPLANTED GV N GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aIan@alanfranklinpe.com ALT H op . ,Alan -rangy "klin Lic. No. 35326 /ONAtir` ISSUED: 43-16-18 SCALE: REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (BLKS CID) SHEET GENERAL NOTES: PROFFERS: 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 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. REQUIRED O BE ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE RE T PERFORMED AND I 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 PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE 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 CODE OF VIRGINIA ("CODE"). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING, UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND I OR INSTALLING ALL SITE WORK AND WORK. HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 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 WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE 11-0 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 THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE COINTRACTOR SHALL, ON HIS OWN 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 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 NECESSARIY. 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 ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT 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 A 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 1 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 THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SIITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 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: 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, 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 OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 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 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE ETC. 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 PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH 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 RODDED 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 RIVANINA. 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. 1N ADDITION ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED THE VIRGINIA DEPARTMENT OF OF ANY STRUCTURES, SURVEYOR AND 1 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. RY BY THE DIRECTOR. }, INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY TRANSPORTATION (-VDOT-), 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, 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 CHECKLIST. INDEX ("MSI"). N 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 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE 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, TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND /NOTIFY ENGINEER OF ANY 1 W 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 MAN 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 IS 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 AREA AND 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. 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 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. 3 EROSION AN D 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 TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM N SAFELY ENTERING AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE 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 FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (11) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE F. CLEAN THE ENTRANCE EVERY EVENING OF OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTIONTO 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY, EACH DAY DURING WHICH CONSTRUCTION TION ACTIVITY OCCURS ON THE PROPERTY F NECESSARY, REMOVE ANY SOIL, SAND, MUD, COMMENCING GRADING OF THE SITE.. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). 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 TO NEIGHBORING PROPERTIES, DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP ACTIVITY FOR THE UPCOMING WEEK. 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, THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR IF THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE CONSTRUCTION AND MAINTENANCE OF SUCH I ANY APPLICABLE REQUIREMENT F THE CTM PLAN FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY C QU 0 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 ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE ENTRANCE UNTIL AN ENDING DATE OR EVENT AS I STREET CONSTRUCTION U CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MANS DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ill. 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 ASSISTING HIM I HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR, 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 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT /COMPROMISE THE DESIGN OF BLOCKS AAND H. LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCKISEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. $. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTrS: TO MITIGATE IMPACTS ON EXISTING PUBLIC BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH ASAPICK-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 FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY,, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT 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 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 'I 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY START OF CONSTRUCTION. THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK AAS SHOWN ON 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. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK MAY NEVERTHELESS 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 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 SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR; APPROVAL. COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE PROJECT DATA. 15, ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER 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 2 OF ZMA-79-016 IS DEEMED SATISFIED. EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510,757-282-10 20 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE BOUNDARY LINE ORA NATURAL WATERCOURSE. TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE CONTACT: TIM CULPEPPER STRUCTURE, COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING 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 PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-10 0 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE CONTACT: TIM CULPEPPER 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 TAX MAP l PARCEL #: 93A1-4 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. 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 OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE ERASION 5. WHERE URBAN CROSS SECTIONS ARE INSTALLEDALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS SURVEYING THE LAND AND PREPARING THE PROPERTY SIZE: BLOCKS B - F = 16.11 ACRES CONTROL BOND. , LI DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) CG -9(A, B OR C). 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)i 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE BLOCK WITHIN WITH THE TRAILS ARE LOCATED. SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT-. STANDARD PE -1. 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE MAGISTERIAL: SCOTTSVILLE 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A COMPREHENSIVE PLAN: TOWNIVILLAGE CENTER 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 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 IUSE AND MAINTENANCE OF WHICH IS DESCRIBED PERMITTED DENSITY: MAX. 400 UNITS - SEE TABLE ON SHEET 4 IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND 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 PROPOSED # OF UNITS: SEE TABLE ON SHEET 4 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 STABLIZATION 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 DRINKING WATER NONE REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE WATERSHED: 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 REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR WATER & SEWER: ALL LOTS IN ALL PHASES OF RIVANNA VILLAGE TO BE SERVED BY PUBLIC (ACSA) WATER & SE ER. CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS REDUCED TO 16' WHERE A Z OVERHANG IS POSSIBLE. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN RIVANNA VILLAGE AMENDED AND RESTATED GODS OF DEVELOPMENT DATED JUNE 9, 2014 CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE 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 TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET SPECIFIED. SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOOINER, 1F DESIRED BY THE OWNER). NOTHING REQUESTS: NONE 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 24. ALL HANDICAP PARKING SPACES SHALL BE IDENTIFIED VIA THE USE OF SIGNS AND PANT SYMBOLS. THEY ARE TO BE 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 SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 8'X 18' AND ADJACENT TO A VX 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. FIELD VERIFIED BY ALAN FRANKLIN, PE AND ROUDABUSH, GALE & ASSOCIATES IN FEBRUARY 2018 SPACES. TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE DATUM: VERTICAL: NAVD88 25. LOADING SPACES TO BE 12' X 25' WITH A 24" MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY HORIZONTAL: NAD83 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULV/ERRS THAT ARE DEEMED INACCESSIBLE THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF� OWNER MAINTENANCE, THE OWNER SHALL ENJOY 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". TO OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL IN ACCORDANCE WITH VDOT'S VIDEO THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 S ECTOR PRESENT. CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR P"RESENT. ERA SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE N 3,890,142 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF E 11,520,058 PARKING SPACES. THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS ELEV. 416.195 CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY WAIVERS (ZMA 2013-00012) APPROVED BY BOS 47109114. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/0412005 AND 51003C0325D, 02/0412005 TRAVELWAYS SHALL BE 12' WIDE. 8. MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO 1. SECTION 4.6.3.X. -LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS BY THE CODE OF DEVELOPMENT. MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE EMPLOYEES: EXCEED 2% IN ANY DIRECTION, 2. SECTION 4.11.1- COVERED PORCHES 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT {15%} OF THE TOTAL 3. SECTION 4.1 1.1 AND 4.11.2 —STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO SETBACKS: SEE TABLE ON SHEET 4 30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL VIS REQUIRED IN FRONT FOR WHEEL BEARING. THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 4. SECTION 4.12.9 STREET AND ALLEY PARKING SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE PARKING: 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 5. SECTION 4.12.13 - LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013 AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE ON -LOT GUEST REZONING AS BLOCK D. SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT 6. SECTION 4.12.4 - PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND PARKING PARKING PARKING RESIDENTIAL UNIT TYPE QTY REQUIRED PROVIDED REQUIRED NOTES STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 7. SECTION 4.12.6 -MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D. SINGLE-FAMILY DETACHED (2 SPACES/UNIT) 17 34 34 E} A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE W/ 2 -CAR GARAGE & 2 -CAR PARKING APRON 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 8. SECTION 4.15.5.3 -ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNERIBUILDER SHALL PROVIDE THE COUNTY OR ITS SINGLE-FAMILY DETACHED (2 SPACES/UNIT) 27 54 54 0 9. SECTION 4.15.11 -SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. DESIGNEE A PERIOD OF NINETY 90 DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE ( ) W/ 2 -CAR GARAGE & NO PARKING APRON 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P. 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) WILL BE AVAILABLE FOR SALE, THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE TOWNHOUSE {2.25 SPACES/UNIT) K' COPPER TUBING. 10 SECTION 4,16 - RECREATIONAL AREA REGULATIONS CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED WITH 2 -CAR GARAGE& 1 CAR PARKING APRON 1$ 41 411 0 11. SECTION 4.17.4(B) - LIGHTING STANDARDS. PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE TOWNHOUSE (2.25 SPACES/UNIT) 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO WITH 2 -CAR GARAGE& NO PARKING APRON 8 18 16 2 Guest parking accomodated can -street* 12. SECTION 14-233 - PRIVATE STREETS THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. TOWNHOUSE (2.25 SPACES/UNIT) 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL 13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS. WITH 1 -CAR GARAGE& 1 -CRR PARKING APRON 6 14 12 2 Guest parking accomodated can -street* SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE B. FOR -RENT AFFORDABLE UNITS. TOTAL: 76 161 15'7 4 APPROPRIATE. 14. SECTION 141122 - SIDEWALKS AND PLANTING STRIPS (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT *Approximately 50 guest parking spaces available on adjacent streets throughout neighborhood in proximity to units needing guest spaces 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE 15. SECTION 4.16.2- MINIMUM RECREATIONAL FACILITIES AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF SEE PLANS FOR DETAILS. ELEVATIONS. THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 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 AREA STATISTICS: IMPERVIOUS AREA: SF AC °-1 ... ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS __ _ _ ` BUILDINGS. 1I'll90,55$ 2.54 16°!° 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM-). . - . PAVED AREAS IN ROW: 134,633 3.09 19°I° 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. (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 PAVED AREAS ON LOT: 22,340 0. - 3!a _. .... _ ° 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 ; PERVIOUS AREA: 434,011 9.96 62% 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE ,TOTAL SITE ACREAGE:** ' 701,540 ? 16.11 ; 100% AREAS. STOCK TO BE MULCHED N AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE -- -- -- - - .-- -- -- --- ---- - --- 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 THIS PARAGRAPH 9B HAVE BEEN SATISFIED. TRIPGENERATION ESTIMATES: BE PERFORMED AT-A,SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. HALL E LOCATED UNDER PAVINGIHARDSCAPE SURFACES. CONTRACTOR TO VERIFY ALL UTILITY CONDUITS S B (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING - - -- - - - -- CODE LAND USE AVG. WEEKDAY TRIPS . ADJ. STREET PEAKS 1.SATURDAY SUNDAY!. QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND /ORDERING. ALL UTILITY OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH PER UNIT { ) AM (PER UNIT) :I PM (PER UN[T}' PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA _. 210 SIfGLE-FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 HAS INSTALLED GENERAL SERVICE. PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. __ 11 - __. , . _ ___ __. ... _ _. _ 44 421 33 44 444 386 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 230 CONDOMINIUM / TOWNHOUSE11/ DUPLEX 5.861,-1 .44 0.52 '-5-.6-7 . 4.84 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL1 __ .. _. , 32 188 'i 4 17 181 155 DEVICES (MUTCD) STANDARDS. _. . _.. _ .0......"__ _ _ TRIPS GENERATEDI 609 47 61 626 541 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aIan @alanfrankiinpe.Com (Al', ��,TH OF rLt 2 P n G. Franklin Lic. No. 35326 w�, *-I- C) � .I ._ ISSUED: 03-16-18 SCALE: - REVISIONS: 10118/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (BILKS CID) SHEET OF 9p)O�) 00000000d�z_,, ,j pr 7- l Lan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com < H 0,0 G' 7 Alan G. Franklin Lic. No. 35326 w 0 4Q AA 01 S/0 N A L LL 06 U) Z < 0 U) Z 0 Z 0 I I > 0 Z > < Z Z Z) LLJ 0 iw 17- w U. U) j 0 < w Z > w LIJ cn < w U) ISSUED: 03-16-18 SCALE: ill = 100' REVISIONS: 06/01/18 - ADD GARAGES (BLKS C/D) SHEET Y J 4VC7 4 A u Zu, & X j WOODED-_ tie r le J. A., Y pr -z� rX 79 r % S, J SAN.-StWI�WAG REEM E_ _NT T k- 1p, LIMI A, 0 R, R NT IAL/ //TNW�t -19 A* p 14 Z;: Zs, Omm bE / " 'V ERCIAL DEVELOPMENT ��RES T�AV R' -4- �7 el A-5 'e. J' k Al *///y V Ir P 79�0-V, -,G R Ep k"; Y,� ER?L?T, '17' 0-2 'JRES tkp" v JAL C ENT '--.RE. �It),E AL 'e" f 4 N 4,, �j V -J� Pr is Z f Jp: A' �D J it wETLAND MP �`A A OPEN h2 I Y V-, A—A _,!54 F14 ibENTI 4e 71 �x 4l,j M F, Two - �A_ WOODED �w R 'TIAL k -"7 N f A lw�j J YMP 76 02 ot J. fD E N T�A, x, "W'., J, A Ui 2 Z_ QL TM -P 79 -D -14- 6 N, 2 Ljj, If J/ ER it p �T 4* __j j N, > �e, 7 pp� f COMMERCIAL DEVELOPMENT TNIP-79-D-J 'JI/ 6 n > WET LAND Rf�. IDENCF., N sT RESIDENTIAL WOODED X V�i\ 4*. V It i, 4 I IX IF J, A T N 1v /�V 5 u, J, V, COMMERCIAL DEVELOPMENT b 7/V i 4#j' 20',DRAIX��GE ESMT`�, N 1, , \ _41 A `D,.B-.-j2-24_,P. 447-492 0e, % /o/ WOODED 'MANAGEDSTEEP A/GLENMORE ASSOC % A,/ O.PES, TYP. -S AN.,SEW T "Q ER AlOkEEMEN A L S", J� 4 AT t JMITI r ;e OPEN Z et 1 N V fl 7 e' i I (OT v WI) JY % f I , " 1 1, 1 1 V e 'k X/ r, it RIle' r "Is NA, MI 71� -'WETLAND- )I -A � 4, _N Z N (A \N, woo CO ki DED �c, M IN A I rt� f WOODE D Ae �a IYA f 'X, N NN �1' 1\ 4 No N-I I Cc N, -501 A E�SF M ENT 4D Z f, bE S S WE w- A�v s qt-= if r—w 0.131 1' 201 f' e e, I L5q[DENC 0 4 V, GODED 101 (;uAl� '11L ET�Ar_ gPEN < _j ell t Is x IN M r4 X/ TM P 03A[l -41 V\ WETL�N - N -- QA I I IVY ACRE§ / o`/ 0 R DE e `770 I f 1� I I /I �,000 '0000p q fel X A 7/1 7% _g4v5r 7- NV�ST' N I / f, jRIVANNA I ME I *ft T ',�Odw 2 \1-1 10. IL-ENM0RElASS0 /HOLD[NdS 1, Z LC N'� WER"A M Z '00e /0, ('1 MF du - JMITS 0' STREAM B U R 1, V� - 11� 16 N, ""000p, A- < -'OPEN DARRELL U j 'N' /h/ K W-1 (Y- 5 T, DENT JR p 3GROVE o 40e WOODEb p X, WOODED 5A \< 71_11:o j t11 L U �TA 7� N ix WETLAND ONL) x Z 'WOODED, r x TMP PO -54 I , / " / �N' -55 _80- 1 - -GHAkLE$ GFkAQY fNTE , I 1 1, I # 'SA _RMJJ'tL Z k -A `0 -D-HUGHES g. -N _TmP -65C' kESkDE TIAL: _NTtAL RESib E 41 e/A \ \ , - -- —, --i'A --TWTHY U. MI A N, A,\ RE�I 7� j L X, V RO TI'Q/E �;Ob,D` (D Ij A UPAR s- _"WO0D1_-0 e w- j r4 -'111,�,illj, V X I it WOODED ---------- ---------- K4, \s� *2k /TtOP 8,M4A- 04 TLAND WET xx TODOXOSPROVE Z DAKI� LLIAMS A/ if/ /RtSIDF RESI9NTIA A ATIAL A( A-- tf� 4 Af st, Q� A A \A j 2 see -EA T \R SEM E N E rmp 80-49A 4� It X/ '_F0 R'E (IT TMR 79-26 WJLb'AM'CATON---' V N RESIDENTIAL DO�ALI� IN'_ Z ESIDENTIAL I TIA __j TTY Mt A HA 0, V 1� "o A � \ Y, -ACSAJGLE14 ORE ASS' %\,Ox X�, � )0 Z -Ew\ -------- ER REE N�T --SAN S wl & L Im I Ts, I I/ if lit, f ! I — e( /' 50� I 2bo, I I Lan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com < H 0,0 G' 7 Alan G. Franklin Lic. No. 35326 w 0 4Q AA 01 S/0 N A L LL 06 U) Z < 0 U) Z 0 Z 0 I I > 0 Z > < Z Z Z) LLJ 0 iw 17- w U. U) j 0 < w Z > w LIJ cn < w U) ISSUED: 03-16-18 SCALE: ill = 100' REVISIONS: 06/01/18 - ADD GARAGES (BLKS C/D) SHEET Y ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranldlnpe.com o��P�TH OF ��c ca y Alan G. Franklin Lic. No. 35326 L, o cv aNAL ISSUED: 03-16-18 SCALE: 1" = 50' REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (ELKS C/D) SHEET OF 9y` f STREAM CROSSING 10' 20' Em ' ON-LOT_SIQEWi4LKS &- STOOPS TO BE DETERMINED BY HOME - ---9' I— ------ - -- -- --- -E3�ftLD€ft� fife.-- -- 41 _ I� AVAILABLE ON -STREET ff 22' PARKING ZONE, TYP (NOT; REQ.-PARKING)T -- - - - - -- 11 if i �It 71 '8TEAM - ER DRIV i E� STREET TREES SHOWN ON APPROVED SUB2015-118 ROAD Alan Franklin PE, LLCI Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 'f H op . c Alan G. Franklin Lic. No. 35326 .0NAI.._ LL. 06 p W U � Q Y Z C� O J j m J _ z Q � z J � a w Q � � z Z z � LL Q w w� Q z CL ISSUED: 03-16-18 SCALE: 1" = 20' REVISIONS: 10/18118 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (ELKS C/D) SHEET OF 9 J 3 - _ ---_.; ..E� ?'7jJ,e� "4 r"': ..,• , � rF �' rf � r � r (f\ `` �,,...,,: o Ing .'"i ("j ..r f 1 � r, -. _ $T'"�.: t '` -1j >- - .� ~1 ! t t FTLAN ':- ....._»...., _.__._ v�, i ...�_ `P. . -% - ate". ,✓ t.,/ rl - iS� ��i T�.% i/ ... Q } ti n o , j ... ." f .-c.. y,., ___ . _. _ _°,..,.-_-, - �.,- -_.- -f'--' .r '-- ;..—... .___ ...,:-..�_ a .f . _ ;'. f' .' i `.f • "+ ;.r `{`1 ';+-, .,� e^t �. %>'- . _._.-... i.., {.,} `I .^„t _ `,+-; f`t ✓ t.y '_,j t .g J'; .. . .. .r• J 'r :`i��,. ._ r ry --� STORMSTRUCTURE SC DUB r �a N. Y AM CROSS4�� ' ° � _-_---�- �-,_, _a—� � , �, ,-� t'�r- _'; , , 3"j `�' y'--, "F..� `'f` ..�' $,. �-''`r, �„ '-��'`.f • STRUCT. STRUCT. STRUCT. RIM INVERT INVERT DEPTH PIKE _- '``g'''w - ."-";t' 3 _ --_.- "•�.,..,. -- - � _-._�f.'�f _!!.'...... '.r,.;✓ an �'"r'o >�- .>_.... -FY» �"'- "'�-'.-.c:-_i..r' f't I' r.3 .`' s..s �r'°t -,r' t. �. t'". C, {"`+. *..._ s .f # TYPE LENGTH ELEV. IN OUT F TiON s -� .�Jrr .,.,_y x' •� /—: ..) r—= _: ,^ s v ,{—, Ci .,. S,.? r`7 tq xs t r.:: ,� ..,�.,y �. .:. :.>`F4. •.mss rtl'.^, -- _. i '; `-° , {.`i -.i ,_..., '•..1 .r:. .4+' t" <,. f-; s A6-4 DIB- . &CJ 372.93 ,365.75 365.65 7.2$ Mm. p � � _ .... 42.5$ LF OF 15" HDPE 4.93% _� - - - - — — a f f 60.00 LF OF 15" HDPE 2.5C} /o A6 3 Di 1 3717 25 363.55 363.45 6.8Q Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com E�`LT H D,c Alan G. Franklin Lic. No. 35326 �o AL ISSUED: 63-16-18 SCALE: 1" = 201 REVISIONS; 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES {BILKS CID} SHEET Corm Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alae@alanfranklinpe.com T H Op � 9 Alan G. Franklin Lic. No. 35326 ,<N2 tI`ss f A� ISSUED: 03-16-18 SCALE: 1" = 50' REVISIONS: 10118/18 -18' WIDE DRIVEWAYS 06/01118 - ADD GARAGES (ELKS C/D) r 0 _p Ixr5 f` " NOTES 1. TI TEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE To BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3- CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, - 4, THE DEPTH OF CAB MAY BE REDUCED AS MUCH S3"THN)°RDRTATET'TO� 33" [21 DEPIN ORDER BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVELIENT SUBSTRUCTURE, DTHERWISE THE DEPTH IS TO 8E 16" AS SHOWN. N0 ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. w g, CG -2 15 TO BE USED ON ROADMAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANNA., IN THE SECTION ON GS UFISAN STANDARDS. �2„ R 'd• ' .d •' sd, m rd ;A SURFACE BASE 'd' ,;A, I SUBBASE ACCEPTABLE ALTERNATIVE IF CURB IS E7(TIMUDED RACE STANDARD 6" CURB �'vc)o RDA} PPC BRIDGE STANDARDS 109 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPAiRTMENIT OF TRANSPORTATION 2G1 �o b % =a • n 11 TYP. Y 5' 5' SIDEWALK 6' PLANTING STRIP TYP. 2_ % 2% y THY 2% 61'-671 R.O.W. VARIES! 36'- 42' CONCRETE SIDEWALK,VDOT STD. PAVING SECTION P CG -6, TYP. PER VDOT STD. VILLAGE PARK AVE B/W STEAMER & GLENMORE WAY $ J TYPICAL SECTION GG -12 GENERAL NOTES: I- THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECASTS WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 10;1 MAX RAdP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY HE POURED MONOLPHIGALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED. BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF T., NUN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ;. • y 1z 11 5. REQUIRED BARS ARE TO BE NO.5 K 8" PLACED 1'CENTER TO CENTER ALONG 12;1 MAX BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/i". T6. CURB ! CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUOED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 1 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 171MAx� BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE CR HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CCNTINUOUS 5. x * yA UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL - ACCESSIBLE ELtMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 4,1Au+ S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT A"X. ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. TYPE C B ACCOMMOTYPICAL DATERTHE SIDEWALK IS 4" THICK. REQUIREMENTS OFEN THE ANTCIPATEDAHEAVCE YATIRUCKNOT PARALLEL &PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFICI FOR CONCRETE CEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). A 4'K 4'LA40ING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LAND NO AREA MAY INCLUDE THE GUTTER PAN, TRUNCATED DOME 4 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4 C -C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -..-� a WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O D O O O D z -61CDIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - - Q) 0 0 0 0 0 0 0 0 0 0 0 c3 - 0 0 0 0 0 0 0 0 0 0 0 O ILII LANDING RAMP + Ka 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,o :a Q 0 0 0❑ O D O O O D D 0 0 D Ty 0000000 a 0000000 Bn D O a 0 0 0 0 0 0 0 0 a o o D SOX -65I OF BASE DI A,MEiER DIAMETER 000000000000000 DETEC TAA LE WARNING �. AT BACK OF CURB "1 4" h VARIABLE FULL WIDTH OF RMP FLOOR _ SEE NOTE 12. BASE DIAMETER 1 PAY LIMBS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL X �'� CG -12 [DETECTABLE WARNING SURFACE SPECIFIt`REATION ROAD AND BRIDGE STANDARDS REFENCE SHEET 1 OF 5 REVISION DATE ('GENERAL NOTES) 105 7/N VIRGINIA DEPARTMENT OF TRANISPORTATION SO2 263.G5 I 2% y�✓��,/////�-ry-���� h-v`p LSV Y/ (j +/-/a: VY. I IAcj a� i Y 1' TYP. 5' 6' PLANTING STRIP SIDEWALK TYP. 0 2% 2% >° i'i 1✓, f77 Ia > D 6 e D I p4 n IV � Q ����o � 9 4 � e�� ' i' j Y ��lj • � � s a ° a _, u a 1 ° + D _ ° I a L I n j P I I I j61' NO.W. 1 5' 6.5' 311' 6.5' 5' 1' TYP, SIDEWALK 6PLANTING STRIP (CURB To CURB) 6' PLANTING STRIP SIDEWALK TYP. TYP. i TYP. CONCRETE--' SIDEWALK, VDOT STD. TYP. CG -6, TYP. VILLAGE PARK AVE FROM STEAMER DRIVE TO END TYPICAL SECTION Zj 4fi _: -7K 1l+ rye - iL\`tl ♦t r YA1 * P a \]nh •Fi HI e �R aA L a 0 Aon e 83 5 Y + P 'V 60' R.9.W. .W. , 4' 5' 6.5' 2 ' 6.5' S' 4' TYP. SIDEWALK 6' PLANTING STRIP (CURB TO CURB) 6' PLANTING STRIP SIDEWALK TYP. TYP. i 111 /l--- �.� 1Il 1 TYP. CONCRETE SIDEWALK, VDOT STD. TYP. CG -6, TYP. C STEAMER DR, SWEETGUM LN, SEDGEWICK LANE $ TYPICAL SECTION SCALE: Yd" = 1' CG -12 LID CD 0 ____ .__ co . LIM_LID .__._w____._i 1 _ _0 r CID CID wC?g1x7 4D {'BUFFER STRIP A co LO to Q)r-w *�LYSocoOo 5 "5 DOWELS, B" LONG PERMISSIBLE I d r• toc�EY7 ❑ a) 1`F cO co Qm d 12:1 MIA AT 12" C-CCONSTRUCiIDN 5- WIN. JOWT - ❑� + C?com �cnT' zl-- za MAX. T 12:1 MAX a " ❑`l)o�`�50 DIAGONAL PLACEMENT jjj rte' 12:1 MAK � oaf>© ❑ WITH BUFFER STRIP A C. 5' 47M RAMP RAMP I 0 5 (SEE TABLET (SEE TABLE] I ISTING GRA 11 E tax' TRUNCATED DOMES A i'SOWRE LMUND AREA OUTSIDE OF TRAVELYIAY n 12`1 MAX.--- iL% 4,WIN 'F SEE SHEET 1 O 5 FOR DETAILS r: OUTSiQE OF TRAVEL AY PERPENDICULAR CROSSWALK WITHIN THE VIMKE0 HALL BE PR VIDEO FOR PERPENDICULAR CROSSWALK 9'-O" MIN 'SSNALK AREA. cwssWALK WITHIN THE MARKED SHAPE TO MATCH FACE OF ROADWAY' CURB BACK DE cuRe 45 :1 'WITH BUFFER STRIP 20:1 413 : 1 5' MIN 12:I MAx.� rMIN' SECTION A A Y _ '� WITHOUT BUFFER STRIP PERMIssIBLE ---�-- -_____ 60.00 LF C7F", 15" LF_OF I J CONSTRUCTION S:: CROSSWALK JOINT }.{OPE Q 4.93°/D� I 0 t ! EX. STORM CROSSWALK HDPE @ 3. 5% A !' SGUME LANDING AREA (7 ` Ou15IDE OF TRAVD_ AY I I SHALL FE PROVIDED FOR CRE)SSWALK� PERPENDICLIAR CROSSWALK WITHIN THE MAL@D NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SEE SHEET 1 OF 5,S'' SURFACE, CROSSWALK AREA, THE REQUIRED LENGTH OF A PARALLEL RMP I I TYPICAL PLACE=MENT x.41 IS LIMITED TO 15 FEET,REGARDLESS OF THE AT INTERSECTIION SLOPE. WITHIN CROSSWALK R CROSSWALK ARA. \V=7 CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.07 ULM • CL W W In cI- EQUAL TO WIDTH OF SIDEWALK TYP, �- CONTRACTION JOINT CURBING [� PLAN I r1FFP (-0NTPA1-TIt)NICt ("SRF' EXPANSION JOINT Y2" EXPANSION JOINT Wl Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.G.; TYP. .£-- 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6"X6"W1.4XW1,4 W/ MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH pD TOOLED EDGES PLAN, SECTION R-019 N.T.S. C-0 O' sOhI-- LID CD 0 ____ .__ co . LIM_LID .__._w____._i 1 _ _0 r CID CID wC?g1x7 4D {'BUFFER STRIP r- r _ SCID 04 co LO to Q)r-w *�LYSocoOo 5' 510EWALK Q r:rT ❑ CC) co co I d r• toc�EY7 ❑ a) 1`F cO co Qm d 04 WED T- co !17 ❑i`?rmmcf) oagZ - ❑� + C?com �cnT' zl-- ; ❑1. + �0cf) O I CD zi-' ❑�? + �a " ❑`l)o�`�50 DIAGONAL PLACEMENT oaf>© ❑ ��0 A C. 5' 47M I 0 5 I I I ISTING GRA 11 E x - \\�\ A i'SOWRE LMUND AREA OUTSIDE OF TRAVELYIAY n A VS(U(I LANDING AREA }'C�5 S,NAL SHALL BE PROVIDED FOR r: OUTSiQE OF TRAVEL AY PERPENDICULAR CROSSWALK WITHIN THE VIMKE0 HALL BE PR VIDEO FOR PERPENDICULAR CROSSWALK WITH BUFFER STRIP 'SSNALK AREA. cwssWALK WITHIN THE MARKED CROSSWALK ARA. \V=7 CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.07 ULM • CL W W In cI- EQUAL TO WIDTH OF SIDEWALK TYP, �- CONTRACTION JOINT CURBING [� PLAN I r1FFP (-0NTPA1-TIt)NICt ("SRF' EXPANSION JOINT Y2" EXPANSION JOINT Wl Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.G.; TYP. .£-- 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6"X6"W1.4XW1,4 W/ MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH pD TOOLED EDGES PLAN, SECTION R-019 N.T.S. C-0 O' sOhI-- LID CD 0 ____ .__ co . LIM_LID .__._w____._i 1 _ _0 r CID CID wC?g1x7 � _ ' ___ Ci �0tocq«')et r- r _ SCID 04 co LO to Q)r-w *�LYSocoOo 0 co 0 Q r:rT ❑ CC) co co I d r• toc�EY7 ❑ a) 1`F cO co Qm d 04 WED T- co !17 ❑i`?rmmcf) oagZ - ❑� + C?com �cnT' zl-- ; ❑1. + �0cf) O I CD zi-' ❑�? + �a Mcf)M �_zl- ❑`l)o�`�50 oaf>© ❑ ��0 I 0 5 I I I ISTING GRA 11 E i ROPOSED GIDE ---�-- -_____ 60.00 LF C7F", 15" LF_OF I J }.{OPE Q 4.93°/D� 37.69 LF OF 18" j HDPE t@ 2.50% ! ! EX. STORM i HDPE @ 3. 5% EX. STORM I I I 10+00 11+00 STORM DRAIN 'A6-4 TO A6 -'I' PROFILE SCALE: 1 "=20' H; 1 "=10' V 22' ACCESS L 10' TRAVEL AISLE VDOT STD. CG -2, TYP. PAVING SECT 2" SM -9.5A 3" BM -25 SCALE: Ya" = 1' E ALLEY A 4" VDOT #21A --- 8 TYPICAL SECTION 26' ACCESS 24' 12' TRAVEL AISLE VDOT STD. -' CG -2, TYP. PAVING SECT 2" SM -9.5A 3" B M-25 rFALLEY B 4" VDOT #21A TYPICAL SECTION 26' ACCESS I 4, 12' TRAVEL AISLE !. VDOT STD. CG -2 TYP PAVING SECTION 2" SM -9.5A 3" BM -25 G ALLEY C 4"VDOT #21A 8 TYPICAL SECTION SCALE: Y" = 1' 2% 2% 10' TRAVEL AISLE VDOT STD. CG -2, TYP. 12' TRAVEL AISLE 12' TRAVEL AISLE SCALE: N.T.S DRIVEWAY 2 r% - SCALE: N.T.S -RESIDENTIAL DRIVEWAY 2% r 374 364 PAVING SECT 2" SM -9.5A 3" BM -25 H ALLEY D4" VDOT #21 A SCALE: N.T.S. 8 TYPICAL SECTION 20' ACCESS �ASEMEI 14' TRA EL LANE RESIDENTIAL DRIVEWAY SCALE: N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.00m H Op V 1 ,UOQ yp. Alan G. Franklin Lic. No. 35326 41 ,O T.! �sI � _q�YAI ISSUED: 03-16-13 SCALE: NONE REVISIONS: 10/18118 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (BLKS CID) SHEET I 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. 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 MULCH LAYER L-005 N.T.S. (AS SPECIFIED) OPTION 1: VERTICAL FINISHED GRADE CULTIVATE SOIL IN PLANTING SOIL MIX LANDSCAPE AREA TO (AS SPECIFIED) A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR E COLLAR. BLEND WITH TO EXISTING GRADE BACK OF CURB 1211 01 2-311 AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) X BED lee__ GUYING A MININUM ( K4 COMPACT EXCAVATED SOIL HEIGHT OF TREE ANI :T= THE LOWEST BRANC 12" 2-31F 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 L-001 L-005 N.T.S. MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYIN( THAN 3" TAPERING UP TO 1" AT TREE HARDPAN (REMOVE AS TREE. SET STAKES 1 E COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX PROPER DRAINAGE AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. BED GUYING A MININUM ( COMPACT EXCAVATED SOIL HEIGHT OF TREE ANI TO FORM ROOTBALL PIT ON THE LOWEST BRANC 12" 2-31F DOWNHILL SIDE OF FINISHED GRADE PLANTING AREA PLANTING SOIL MIX "H TRENCH EDGE t7_11 T?PV F AND/OR 6k `; V LdRA AROUND ENTIRE AREA TO BE ANMD)6VR AL 131% E ER FINAL M, 1i MULCHED PACKAGING AFT PLACEMENT OF ROOTBALL L-001 L-005 N.T.S. SECTION, PLAN L-002 N.T.S. PLANTING PROCEDURE SECTION, PLAN L-003 N.T.S. SCARIFY BASE OF PIT. BREAK N.T.S. THROUGH AND LOOSEN ALL EDGE. PLACE SOIL FROM EDGE WITHIN BED. HARDPAN (REMOVE AS O.C. NECESSARY) TO FACILITATE SPACING PROPER DRAINAGE LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL or A ROOTBALL PITS RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE Im iiii,101111 11! %aUL I I VH I 1ZL1 OILJIL- 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 ANDIOR SPECIFICATIONS. STAKES ON "HIGH"- SIDE HIGH"-SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE -J fll _J REFER TO TREE A ROOTBALL PIT DETAIL 9 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES Lu ........ . 221/2 0 LL DIRECTION OF SLOPE F 0 Lu PLAN w MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE k=4 MULCHED SECTION - SECTION L-001 L-005 N.T.S. SECTION, PLAN L-002 N.T.S. PLANTING PROCEDURE SECTION, PLAN L-003 N.T.S. 1. LAY OUT BED AND OUTLINE WITH TRENCH N.T.S. 4. STAKING TO BE CONSISTENT ALONG ALL EDGE. PLACE SOIL FROM EDGE WITHIN BED. ROWS AND WITH TYPICAL STAKING DETAIL O.C. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. SPACING CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE UNDISTURBED SUBGRADE--�' DnIA/ QDAf'1Mf'_ CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE A nor SPACING -4- SECTION, PLAN L-005 N.T.S. L-007 PLANTING SOIL MIX PLANTING PROCEDURE 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH A ROOTBALL DETAIL 4. STAKING TO BE CONSISTENT ALONG ALL EDGE. PLACE SOIL FROM EDGE WITHIN BED. ROWS AND WITH TYPICAL STAKING DETAIL O.C. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. SPACING (AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL ROOTBALL BED 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. I&L *u O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12m; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) .r -Z` C*4 IZZ 1, �® TMIIE" F1 I 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 DETAIL "14- N.T.S. 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 Lu FINISHED GRADE III I REFER TO ROOTBALL DETAIL;' TYP- (D NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.)\ TYP. STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS. SECTION NOTE: 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. ROW SPACING TYP. 4"jYP-_7� 41 VL 7L FINISHED --J I I H I GRADE TREE (AS SPECIFIED ON DWGS.) 450 TYPICAL STAKING- SECTION, PLAN L-005 N.T.S. L-007 PLANTING SOIL MIX PLANTING PROCEDURE 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH A ROOTBALL DETAIL 4. STAKING TO BE CONSISTENT ALONG ALL EDGE. PLACE SOIL FROM EDGE WITHIN BED. ROWS AND WITH TYPICAL STAKING DETAIL GROUND COVER 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. .r -Z` C*4 IZZ 1, �® TMIIE" F1 I 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 DETAIL "14- N.T.S. 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 Lu FINISHED GRADE III I REFER TO ROOTBALL DETAIL;' TYP- (D NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.)\ TYP. STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS. SECTION NOTE: 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. ROW SPACING TYP. 4"jYP-_7� 41 VL 7L FINISHED --J I I H I GRADE TREE (AS SPECIFIED ON DWGS.) 450 TYPICAL STAKING- il 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE L-007 2. SET TREE PLUMB PRIOR TO STAKING DETAIL 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT A ROOTBALL DETAIL 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL N.T.S. 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) G MASS PLANTING AND STAKING ON SLOPE TREE ;W ---STAKE `--GALV. WIRE ~-HOSE STAKING ENLARGEMENT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS ( JB 9 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE A ROOTBALL PIT DETAIL TREE E PLANTING SECTION, PLAN TRENCH EDGE (TYP) ROW SPACING, LCH LAYER LTIVATED SOIL 1"X 4" GALV. LANDSCAPE STAKE W1 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, .... lor IIIIIIIIIIIIIII �'.,� ,;�� � µ - ' - � f • - �illlllllllllll `" lIIIIIIII------ G11111111 Hill ig T offl[ "10 W. Ili, OIL,& MN L-004 N.T.S. DETAIL L010N.T.S. TRENCH EDGE (TYP) 1"X 4" GALV. LANDSCAPE STAKE W/ 211 X 411 X 30" ZINC COATED FENCE (2 1/2' ABOVE); 2' MAX. TENSION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX'C' RINGS PER POST. Fir LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. ,..---JUNIPER PLANTING ON SLOPE (SET PLANTS PLUMB) 1111 11 MULCH LAYER (AS SPECIFIED) -1111=1111=1111=1111-1111- '` 3Oil PLANTING SOIL MI f (AS SPECIFIED) 'I1=1111=1111=1111=1111=1111 TRENCH "1111-1111 - 11= EDGE =III' =1111=1111=1111=II'';.t (TYP) ADD EXCAVATED SOIL TO BRING TOP OF ROOTBALL TO FINISHED GRADE. TAMP LIGHTLY PRIOR TO SETTING 4" MIN. SHRUB TO PREVENT SETTLING. SET TOP OF ROOTBALL LEVEL WITH FINISHED GRADE. 3 112" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE L-" SECTION L-007 DETAIL L-011 N.T.S. 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) SLOPE FOR (AS SPECIFIED) 121F DRAINAGE TRENCH EDGE (TYP.) Ee) FINISHED GRADE PERENNIAL-' SOIL MIX (AS SPECIFIED) . 11 ''I-1111-1111=1111=1111-1111-1111= III=Illi. =1111=1111=1111=1111=1111=1111=Ilii= '- CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE K ___ MASS PERENNIAL BED PLANTING DETAIL L-008 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfrankJinpe.com 7 Alan G. Franklin Lic. No. 36326 0 AIN .ANAL ISSUED: 03-16-18 SCALE: NONE REVISIONS: 10/18/18 -18' WIDE DRIVEWAYS 06/01/18 - ADD GARAGES (ELKS C/D)