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SDP201800031 Plan - Approved Final Site Plan and Comps. 2022-08-10
VICINITY MAP: i SCALE: 1° = 2,000' ►Ian Franklin PE, LLC FINAL SITE PLAN BLOCK F, G) H) 1) & J SDP2018�31 MARCH 7, 2022 APPROVALS 4 I/ /bf ✓1 it n //// I / %/ I/ `" ', d /c / fA / PLAN ING/ZONING ENGI EER BUILDING OFFICIAL ARC I ITECTURAL REVIEW BOARD FIR OFFICIAL ACSA / Submittal Type Reviewed and Approved by the Comnlynity Development Department File# Signature STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2016. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2016. 3. 2019 SUPPLEMENT TO 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. 4. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION, 2017. 5. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 6. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 7. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 8. 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. 9. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 10. VIRGINIA 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-6 YARD HYDRANT SETBACK LINE BOA® BLOW -OFF ASSEMBLY EASEMENT LIMITS SS SANITARY SEWER LINE (EX./PROP.) CENTERLINE COo CLEANOUT 670 CONTOUR LINE (EX. / PROP.) MH-- MANHOLE <-3:1— <-2.500/6- DEGREE / DIRECTION OF SLOPE SD— STORM LINE (EX. / PROP.) 479.70 + SPOT ELEVATION DI F-'_0_1 STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GVO GM 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 HC HANDICAP PARKING SYMBOL LP-(> LIGHT POLE DIP DUCTILE IRON PIPE GUYe GUY WIRE RCP REINFORCED CONCRETE PIPE EM — ELECTRIC METER CMP CORRUGATED METAL PIPE 0 TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED0 UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM / DWM o/6-6 SINGLE / DOUBLE WATER METER TBR TO BE REMOVED TBT TO BE TRANSPLANTED GV p4 GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY SHEET INDEX SHEET 2 NOTES SHEET 3 PRE -DEVELOPMENT CONDITIONS SHEET 4 PHASE 2 MASTER PLAN SHEET 5 AMENITY & RECREATION SPACE EXHIBIT SHEET 6 ROAD TYPICAL SECTIONS & DETAILS SHEET 7 DETAILS SHEET 8 ROUTE 250 IMPROVEMENTS SHEET 9-19 LAYOUT PLANS SHEET 20-22 SIGHT LINE PROFILES SHEET 23-26 ROAD PROFILES SHEET 27-37 GRADING & UTILITY PLANS SHEET 38 STORM AND SANITARY STRUCTURE TABLES SHEET 39-43 SANITARY SEWER PROFILES SHEET 44-47 WATERLINE PROFILES SHEET 48 SANITARY SEWER & WATERLINE DETAILS SHEET 49 WATERLINE DETAILS SHEET 50-60 LANDSCAPE PLANS SHEET 61 LANDSCAPE DETAILS SHEET 62 DRAINAGE AREA MAP SHEET 63 DRAINAGE CALCULATIONS SHEET 64-68 STORM DRAIN PROFILES SHEET 69 PARK IMPROVEMENTS PLAN SHEET 70 PARK IMPROVEMENTS PLAN SHEET 71 PARK IMPROVEMENTS PLAN SHEET 72 APPROVED CTM PLAN SHEET 73-76 BRIDGECOR ARCH BRIDGE DETAILS Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PvT H OF o U y A an . Franklin Lic. No. 35326 L, 0 07-06-22 4 LONAL 06 �W cD (D Q U) z ND O fn N F-- W z U) D Q O z U n W 0� J O ry H d z � � W � Jd W VJ Q z _ LL KEY W W W O U ISSUED: 03-07-22 SCALE: REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OTHER PLANS REFERENCED/ASSOCIATED WITH THIS SITE PLAN: WP0201800007 - RIVANNA VILLAGE - AMENDMENT 1 AND PHASE II - APPROVED 05/09/2018 SUB202100057 - RIVANNA VILLAGE PHASE II - EASEMENT PLAT - APPROVED 09/24/2021 SUB201900156 - PHASE 2 RIVANNA VILLAGE - ROAD PLANS - APPROVED 10/08/2021 OF 76 GENERAL NOTES: PROFFERS: PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. LINES AND STRUCTURES AS NECESSARY. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 10. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS PROCEEDING WITH THE WORK. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHALL GOVERN. SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING OTHERWISE NOTED. CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER BETTER ARE TO BE ACHIEVED. AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. (29 CFR PART 1926). 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. PRE -CONSTRUCTION CONFERENCE. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBG DE E O RA , TH C NTRACTOR SHALL HAVE CBR TESTS 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE ASPECT OF THE SITE WORK IS STILL UNDERWAY. SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND . SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR WATERCOURSE. SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE OWNER SHALL BE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED 2:1(HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL TO SEVEN (7) FEET. SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENT N E - RA C S SHALL CONFORM TO VDOT STANDARD PE 1. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIO S S S O N , A H WN ON THE TYPICAL PAVEMENT STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. ENGINEER. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16, 9• ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES WHERE A Z OVERHANG IS POSSIBLE. AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED C S NE E SARY IN ORDER TO PROVIDE SAFE AND 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND CONVENIENT ACCESS. ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. I PUBLIC ROADS. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS - AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION 12' WIDE. PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PBA BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FORALL OTHERAREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING WAIVERS (ZMA 2013-00012) APPROVED BY BOS 07/09/14: ELEVATIONS. 1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS . 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE 2. SECTION 4.11.1 -- COVERED PORCHES COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN 3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 4. SECTION 4.12.9 STREET AND ALLEY PARKING 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. 5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013 CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND EXTEND CONDUITS PAST THE BACK OF CURB OR SIDEWALK. TURN REZONING AS BLOCK D. ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D 44. ALL STRUCTURAL FILL SHALL BE A MINIMUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 8. SECTION 4.15.5.3 --ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. STANDARDS. 9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. 46. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT 10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS REQUIRE STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTION AS OUTLINED IN THE USBC. 11. SECTION 4.17.4(B) -- LIGHTING STANDARDS. 47. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 12. SECTION 14-233 - PRIVATE STREETS 48. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION 13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS. PERFORMED BY THE BUILDING DEPARTMENT. 14. SECTION 14-422 -- SIDEWALKS AND PLANTING STRIPS 49. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 15. SECTION 4.16.2 -- MINIMUM RECREATIONAL FACILITIES 50. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPONE TANKS MAY BY PROHIBITED. TRIP GENERATION ESTIMATES: 51. ALL N T D CO S RUCTION AN MATERIALS SHALL BE IN ACCORDANCE WITH THE 2020 VDOT ROAD AND BRIDGE SPECIFICATIONS. COPE !LAND USE AVG. WEEKDAY TRIPS € ADJ. STREET PEAKS' SATURDAY< SUNDAY 52. ALL CONCRETE SHALL BE CLASS A3 OR CLASS A4 IN ACCORDANCE WITH THE 2020 VDOT ROAD AND BRIDGE SPECIFICATIONS. .................. . .......:.............................................................................. .. , ..... E..:.... I ....::::...................M ....................... .........E .... .......................... ................. (P RUN T) AM (PER UNIT) PM (P R UNIT) 53 THE O C NCRETE THICKNESS FOR COMBINATION DRIVEWAY APRON/SIDEWALK(S) WITHIN THE PUBLIC OR PRIVATE ROAD ... ....... ..... .....I... .. . _ _ _ ... .. ............ ..... ..... .... ... ........ .... .. ... 210 SINGLE-FAMILY DETACHED 9.57 0.75 1.Q1 10,1 8. 78 ... .::..... .......: ....... . ...... ....:::.. ..... ..:. ...::::.._...:, ......... RIGHT-OF-WAY SHALL BE 7" MINIMUM. ......... .......:. ........ ._ ..... ....... ......... ........ .... ... : 84 804 63 : 85 848 738 : :: . 230 CONDOMINIUM /TOWNHOUSE /DUPLEX 5:86 0.44 0.52 5.67 ::::. 4.84 1'00 586 < 44 ..................................................:......................................................................: 52 567 484 : .................... 412 COUNTY PARK (PER ACRE) .........................................I............................ 2.28 0.02 0.09 12.14 .. : 4.13 I 31.74 ......... ....:..:. ......... 72 ..:.:. ...........:... .. _. 1 ....... . ....::. 3 ........ ........ 385 : 131 IPS GENERATED (PHASE 2j ...............................................................................................................................................................::..........................................................................-...:..................................................:..................................................:.......................................:.............................- 1,390 107 137 1,416 1,222 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA') ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE CODE OF VIRGINIA ("CODE"). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA. WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2. 2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL PLAN (THE "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES IMPROVEMENTS PROGRAM. RELATED TO 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 THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH DEPICTED ON THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY ELEMENTS: ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY 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 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM DEPICTED ON THE APPLICATION PLAN WITHIN THE 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL LATER DETERMINED PRIOR TO THE END OF THE TERM OF THE CTM PLAN AS ESTABLISHED THEREIN TO BE INADE UATE TO SERVE ( ) Q BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED HEREIN. ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY C. ESTABLISH AN ASPHALT PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, 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 PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. SUBJECT TO APPROVAL BY THE DIRECTOR. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL WAY. 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, 4. INTENTIONALLY OMITTED. GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION 093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, ACTIVITY FOR THE UPCOMING WEEK. 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 THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADIN PERMIT G IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN ADJACENT T THE E IMPR VE EN I - - - O S O M TS. FA LURE 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 E IREMEN O E A R QU T F TH SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS D REQUIRE EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR RE UIRED B T S O Q Y HI PR FFER SHALL BE MADE ONLY AFTER REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. CONSULTATION WITH THE OWNER, THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE" INCLUDES, BUT IS NOT LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION OF DEVELOPMENT (THE PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF PLAN OR ANY OTHER LOCATION FOR CONSTRUCTION VEHICLE USE THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJE T HALL C S THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE.CTM PLAN SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON THE OWNER SHALL DEDICATE THE OMM NITY PARK TOT E O ON O O C U H C UNTY UP C MPLETI N OF THE PARK IMPROVEMENTS OR EARLIER THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE P M O ER IT F R UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE S N R V C U I THE COMPLETION OF BLOCK A. - SEE SHEET 72 COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE O JECT DATA COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 CONTACT: TIM CULPEPPER TO FURTHER MITIGATE IMPACTS ON EXISTING P BLIC FA ILITIE THE WNER AT IT EXPEN E HALL AT THE RE E F T U C S, O S S, S QU ST O HE COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN THE "LINEAR PARK AREA " . THE OWNE ( S) R 757-282-1020 ON A T' IM CULPE C T C. T PPER SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE TAX MAP / PARCEL #: 93A1-4 REQUIRED BY THE COUNTY. PROPERTY ADDRESS: 3500 STEAMER DRIVE IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE PROPERTY SIZE: TOTAL = 94.76 ACRES DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A ZONING: NMD (AS OF 07-09-14 - ZMA #2013-0012) BLOCK WITHIN WITH THE TRAILS ARE LOCATED. MAGISTERIAL: SCOTTSVILLE 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE" AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG ROUTE 250 (THE "LANDSCAPE BUFFER") AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC (SEE SHEET 4) IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND PROPOSED # OF UNITS: 184 UNITS IN PHASE 2 + 107 UNITS IN PHASE 1 = 291 UNITS (SEE SHEET 4) DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE DRINKING WATER NONE RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO WATERSHED: REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL „ PROFFERS: SEE PROFFERS ON THIS SHEET FOR DETAILS REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN REQUESTS: CODE OF DEVELOPMENT VARIATION REQUEST FOR 5' SIDE ALLEY SETBACK AND 5' REAR THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE SETBACK DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES + ALAN FRANKLIN PE, LLC FEBRUARY OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE 2018 HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. DATUM: VERTICAL: NAVD88 AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE HORIZONTAL: NAD83 OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, N 3,890,142 SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE E 11,520,058 COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF ELEV. 416.195 THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 100-YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100-YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED SETBACKS: 10' FRONT SETBACK BY THE CODE OF DEVELOPMENT. 5' REAR SETBACK 5' SIDE SETBACK 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL (SEE TABLE ON SHEET 4) RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, EMPLOYEES: 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 MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 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 PHASE 2 PARKING REQUIREMENT TAXES, AND HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. RESIDENTIAL #UNITS REQ'T REQUIRED PROVIDED A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE SFD HOMES (2 CAR GARAGE + DRIVEWAY) 84 2 168 168 ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS VILLAS (2 CAR GARAGE + DRIVEWAY) 37 2.25 84 84 DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE TOWNHOMES (1-CAR GARAGE + DRIVEWAY) 21 2.25 48 42 ON LOT + 6 GUEST SPACES ON STREET NINETY (90)-DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) TOWNHOMES (CONGREGATE PARKING LOT) 42 2 84 87 WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED COMM. PARK (SUBJECT TO ZONING APPROVAL) # UNITS REQ'T REQUIRED PROVIDED PURCHASER DURING THE NINETY (90)-DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO PAVED TRAILS (10 PER) 1 10 10 THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. MULTI -PURPOSE LAWN & PLAYGROUNDS (1/600 SF) 24,040 1/600 40 PLAYFIELD (24/FIELD) 1 24 24 B. FOR -RENT AFFORDABLE UNITS. PAVILIONS - ASSEMBLY (1/75 SF) 1,728 1/75 23 DOG PARK (10 PER) 1 10 10 (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT 107 108 (1) AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, (1) PARKING FOR THE COMMUNITY PARK TO BE ACCOMMODATED FOR WITH ON STREET PARKING ON THE PROPOSED THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE NEIGHBORHOOD STREETS IMMEDIATELY ADJACENT TO THE PARK AND ON THE PROPOSED NEIGHBORHOOD STREETS WITHIN REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN 500' OF THE PARK BOUNDARY. ON -STREET PARKING SPACES THAT ADDRESS PARK PARKING REQUIREMENT MARKED "#P" ON THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS PLANS, ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM-). """""""` """""",,_,_, _ PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS, (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE AND MAIN PUBLIC PARK (SEE PLANS FOR DETAILS) AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN .............................. ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING AREA STATISTICS: IHASE2 LAND COVEt2AGlr DATA THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED AC BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE .TOTAL AREA IN PHASE 2 : ` 63.01'€ UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AREA OF R/W DEDICATED ALONG RTE 250 0 14 AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF NET AREA IN' PHASE 2 (100%°) 62.87 B THIS PARAGRAPH 9 HAVE BEEN SATISFIED. -.... ..,.: (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM IMPERVIOUS AREAS (17,53 AC- 28 /a) : FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING ' ROADWAYS & RELATE'D SIDEWALKS 6 75 OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH S CH UNIT RENTED THAT H W THE RENTAL RATE F R H U S O S O SUC PARK /' RECREATIONAL IMPROVEMENTS 1 28 UNIT AND THE TERM OF THE RENTAL OR LEA E AGREEMENT. IN ADDITION D RING THE AFFO DABLE TERM THE THEN- RRENT S U R CU ;ON -LOT IMPROVEMENTS< 9.50 D OWNER SHALL PROVI E THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA . ............... ....... .......... ......... :........ PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY RE UIRE. Q I . _ :. _ ..::.. .::.. ;PERVIOUS' AREAS (72%), 45 48. AMENITY & GREEN SPACE: SEE SHEET 5 LANDSCAPE RE UIREMENTS: - Q EE LANDS APE PLAN SHEET S C S 50 60 OTHER PLANS REFERENCED: WPO201800007 - RIVANNA VILLAGE - AMENDMENT 1 AND PHASE II - APPROVED 05/09/2018 SUB202100057 - RIVANNA VILLAGE PHASE II - EASEMENT PLAT - APPROVED 09/24/2021 SUB201900156 - PHASE 2 RIVANNA VILLAGE - ROAD PLANS - APPROVED 10/08/2021 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22922 434-531-5544 alan@alanfranklinpe.com prPVT H O fi I/ /'Qr' o�� .�1 , U ''r Alan G. Franklin � Lic. No. 35326 w 0 07-06-22 4 . �S C S�ONA� I 1 Q Z_ r . V J O co �� N I- �w Z V) Z) O T� r , �.r v L. - w 0. O � Z I.J. uw %_ U) I z_ KEY W F- O z J W Z W C� ISSUED: 03-07-22 SCALE: - REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 2 OF 76 1 _0 u A— _250 tx s A4 PHONE PEDESTAL Z FIBER OPTIC OST 44.8'OF 18" RCP @ - ----- INV'392,5 k V z POST M -4-4 1A N Z V4, X, DIP @ 2.96% X ,INV. 390.83 91.3 LF OF 33" Q LL M ",,,6 11 : I I I I c 79:V EA t , � \ , OMMERCIAL DEVELOPMENT p 4 0 0 V A -ORD ',i�X, WHI E,4),K N IV RE�Sl 'N, T [A (31 �GLE,NM )RE- A8SOQ. x TE L INE .... . ...... X., P N R AGREEM-ENT I u Z BA iSEWEI T L Ej 1-/ 131 L -1��QEN\ L it 400 - I'v I- T1 4.t `*0 8 M, J 9� VETCAAND� 7,9-P- It OPEN ,I VEL 0, MILKIS T1 I 38� A� ED RL�4RE�T' DE4 0-- .7 Off(q� V 72 LF OF 12" IMP, POST K� 4P DIP @ 2.99% WOODED A 1 uJ ix, F SI J IAL ........ t 14 t -71 RCHE E R I N, P2 kd 1 4 �-i, D 79\ it, I I LJ A VOiHH?.4 V. 4 iM, Lu X-I N,A X C M-4qt 61 D' "'X/ ....... 7\ USIDA V LL 't bAL b", A NV. �68-4 I VI7P._79_,D-45 2, L�\AN A\ 19 WOODED BISHO�, IA I LX': " 1, - - - , \ / ), -, I � , -` I/ RPSIPEN,�,_ it RE tPEN I L % NCE -5 c...... ... X V, `c\ ESIP OR E 'R jjj 61M y Q',LJKA1,NAUl .. . ... ...... cp ESMI < -1 2-274-.P.,\ 44:7492 WOODED 'MANAGEO,8TEEP cp A r-c A it-- =M'K ArN o c. A c c n 4 COMMERCIAL DEVELOPMENT BM SETIMON. M VCLA ELEV. 381.50 lo FIBER_t�� ffr,AULT A X, F Nss- COMMERCIAL DEVELOPMENT �72.00 ��9.48 FIBER OPTIC i I I t I - I / I I I i 1. 'RESIDENCIC MARKER 14. [a) ZI 04 71 OPES, -"SEWER AGREEME "Y $ � SAN.- tN, T INV. 366.26', -IM OPEN T INV. 376.44 0 WOODED 30.5 LF OF 15" 0:c CMP @ 4.70% rn GRA VEL EX. WHI TE L INE INV. 375.00 WETL�.ND'�'�' FIBER OPTIC co t�, POST OODED PHO f PED. 1\LF 15" PED. cm� N PA VED -TEEP �,;M�NA GELY S I y WET L�ND 50 AC 6,E�S �,,6,SMENT HED 7 V. 110 0.131 1 �040. 2011 GH9,SSIPA TA5 R V& MN A ARE,�S TO`BE 4 9 1 a i-,E d Q�EMOLIq \C/P HEDIR�MO�Eb WOODED C( DNTR�ACTP ITrO OLANUU,� VVILI I GE j PEWITS R6W \MAILBQXE If yvt ED P I I EN OOD �TMP 807 . .. . ..... j MAIL9 IX HERNANUt-4. 94 76 ME$ 0 R\(N, (-\RES D '364' -TIAL---- I EN )A FIBER OPV6— WET D, IV "AN/NA R )WESTIVIE P-0 S T HO '304. .1-100 LOINGS' LLC PMNT FOR . .. . ...... LANE 34-2 LF OF I . ...... . . ..... Cmp @ 1l,94% B�,,56046(3� 619�- A CUfVjBk1A1LANE'__ Hf�A V, IYL Y 10( ACSAIGLENM . . ...... ORE OF I ... . .. . . ...... ...... VERH DARRELL U or TMR.80'-5 1pp�11E_j � -1 ' *1 I.", I ;000F R TMP S A]N _SEWE APR�EEM R, . ...... ...... ....... ...... 116o- �TREAWBUFFER .JMITS EJ�� T9 4E� G&Ga-OV E SIDENTI �Ei, MD ___';��OODED fWOOAD Io-1000' V E NTIA . . . ........ ... . ..... . 4'V — — - ------ .... . .. ...... .... . . ... ....... )a W. 0. Wt: I LANIJ . . ... . . .. ...... .... WOODE�ly TMP 80-54 0, . ....... ...... f0 CRARLE� /7 P.bu TIRMI INTERMI RESIDENTIAL"' GERAL-D-H-UGHES GkADY -TM0`80'-55Cf RESIDENTIA L T u . ... ...... S L TIMOTH P 70- 5'B\ RE' IPENT(A A . . . . ....... A -A 'Q/E G?OD,, ROTE T ..... . ...... . E (D T Aj Ll cj o6E 7 . . .......... WOODED 0- /T P 8,0--54A,- .. . ....... . ;ZbC .............. A IWETLAN M /w� 70 /AN WETLAND 7, /DD,,C�QSOROVE 1�/W LLIAMS . . . ... ....... 7\ NTIA4," � `RSIDENTIAL RE /At .. . .... ...... t........... ................... . ....... ...... V( . . .... ..... ....... .... . . ...... FQ 0 \01 26 R' 'WILLIAM Fr- K,.T TMP 80-49A W-S, MANAGEL�STEEP - - ------ -- - SL A I -EASEMENTRI�\S 'CATO-W, TMR 79- RE,\SIQ.ENTIAL /AL U 1pq, I W DO� e 11 C -- — - --- TIA�, _,BESIDENT1AL PAR EL t'47 'N- . ... ... ..E�ETTY WQLAKAH, .. . . ....... 0 —*:.7920 I L . .. ... ...... ACSJVGLEI4 OREIAS80 BM se I . ...... ----- - ER, REEMENT s ---SAN -,W --38& LI,MITS,, 400' (60, 200 dan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com \_IH OF' 4"" Alan G. Franklin Lic. No. 35326 10 07-06-22 Q) /IONA L 00"-*% __3 015 (D (D U) Z �e qlw%� (D u 0� 0 > I LLI Z U) D 0 C) CL ui NO I 0 ry U— Z Lij < > Lu U) Z LL KEY Z 0 F_ Z w 2 U. 0 1 w w w 0� In ISSUED: 03-07-22 SCALE: ill = 100' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET PPA 410"Q OF 761 AFFORDABLE UNITS: .......... ....... ..... .. ......... ...... ...... vo a 7- - - 9 J, If 4, .. ..... T z/ Ps' ...... A� .... ...... 1AFFORDABLE HOUSING BY BLOCK NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE UNITS REQ. AFFORDABLE UNITS PROVIDED (1) A 31 15% 5 5 B 17 15% 3 3 C 32 15% 5 5 D 8 15% E 13 15% 2 2 F 12 15% 2 2 G 42 15% 6 6 H 4 15% 1 1 1 75 15% 11 11 1 57 15% 9 9 K 1 0 15% 0 0 TOTAL UNITS 291 15% 44 44(l) h, J, 1. THE OWNER INTENDS TO CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF _J Y P M 7, P" �A, ORF-G.. R 13 9D Q TVVENTY-ONE THOUSAND, ONE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF tj 6R )RY 0 ER TPOP 79D- 11, CONSTRUCTING EACH REQUIRED AFFORDABLE UNIT. SUCH PAYMENT SHALL BE MADE ...... ---- 14�A r .. ........ 1 1 / I , I - I . 1.'� / TMP.79D49 'RE CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF �DB -368, .1.7 f.ENTIAL AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR ISSUANCE OF THE Q?UDER Q'R GREGOR 44j SIDbVTIAL RE . . . ............. M/ CONSTRUCTING AFFORDABLE HOUSING IS MADE. LOTS FOR POTENTIAL AFFORDABLE B GRUD��R R. GREGOPY UNITS ARE MARKED WITH AN ON SHEET THIS SHEET. 6 D P I RESIDENTIA)-l- 5/ \.\X Tmf V y ! ", B, 36 j.-175,1 _4 < /6Y t RESIDENTIAL UDER b --SfDEI 6 N. MA G,� PROPOSED 720'LANE TRANSITION TO EXISTING R. GREGORY MAGRUDER NTIA L 8 _Z, Y (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) y % UDER- DB: 368, Pa. 175 --NT RESIbE JAL 'A 'D8.-a66, P. t-75 R..GREGORY. CV y, ThIP 796 < dER V q MA GR U ENTIAL -.17 f1V1P*,,7Q 44,.�� P, 11 i i X, 4� > y 70'RESERVED ZONE . ...... UH IA ........ ... MAGR14DER 'L 0(, 30'LANDSCAPE BUFFER EASEMENT _U fl 3, �3REG6RY 6, UqRi�-;; SH/4iE T' TIAL' ��nwp 79 43'. 1. 1 1 TMf� 790-ot'16 175 B. 368, A711". kh't; BLOCK"B )0,1414, DENSITY BY BLOCK: RESIDENTIAL DENSITY DATA BY BLOCK CODE OF DEV. AC. CURRENTAC. % CHANGE DENSITY RANGE PROPOSED UNITS BLOCK A 9.80 9.91 1 10-41 31 BLOCK B 6.76 6.71 <1 8-35 17 BLOCK C 4.66 4.64 <1 8-50 32 BLOCK D 2.39 2AQ <1 0-80 8 note I BLOCK E 2.76 2.84 3 0-36 13 BLOCK F 1.62 1.61 <1 0-24 12 note 2 BLOCK G 5.62 5,66 <1 13-45 42 BLOCK H 2�03 1.81 11 0-12 4 BLOCK 1 21.90 21.57 <2 40-90 75 BLOCK J 31.22 31.47 <1 30-80 57 TOTAL 291 DENSITY RANGE REQUIRED BY CODE OF DEVELOPMENT 276400 I A PORTION OF BLOCK D WAS DEVELOPED AS 8 RESIDENTIAL UNITS AS PART OF PHASE 1. THE REMAINING PORTION OF BLOCK D THAT IS INCLUDED IN PHASE 2 IS NOT BEING PROPOSED FOR DEVELOPMENT AT THIS TIME. A Ml)(ED-USE BUILDING(S) MAY BE PROPOSED LATER, WHICH WOULD ADD RESIDENTIAL DENSITY AS WELL AS THE MINIMUM REQUIRED 20,000 SF OF NON-RESIDENTIAL USES. 2 A PORTION OF BLOCK F WAS DEVELOPED AS 6 RESIDENTIAL UNITS AS PART OF PHASE 1. AN ADDITIONAL 6 RESIDENTIAL UNITS ARE PROPOSED AS PART OF THE PHASE 2 DEVELOPMENT. PROPOSED 200'LEFT TURN LANE AND 200'TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) ........ ... ... . ....... . ...... E18' DENTIAL'- - (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) 175 RESIDENTIA R I 'WETLANDS, -g PROPOSED 200'RIGHT TURN LANE AND 200'TAPER 'J.-A ... . ........... V .360, P. 175, TYP bp, uj� k i PROPOSED PHASE 2 NEIGHBORHOOD ENTRANCE TO ROUTE 250 ..Y'R. GRE)P6.RY (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) ?y MAGR1JDFR "n �d, 1�6 ENTrAL ..BLOCK �AAAGRQD I Mi., �qii- TMP 79D- /A. 7 STREAM, 8, P, .1 ,5 , \ �', : , .: :.: :.:./ : , " " ......... PROPOSED 200'LEFT TURN LANE AND 200'TAPER o. /TYR Di�. 36 1-17 .......... AvF ... ........ - Z R (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) M 4/ '/G-2 4$i. y _1 V- 4 TyM " 4z Q --K& ),"R BLOCKE' 119 '4N V� mm -6 - --- --- Z"A J. ... ... . ....... L t 1 70'RESERVED ZONE ... ....... I �o Zf .4\_ ........... ---------- �,K- 1-21 V\., 30'LANDSCAPE BUFFER EASEMENT 14 `N�l ij, Z T'y F 4 M�N I V, G-9 -22 Z �X, ggg V-� 4 /V ky 7 M N .. .......... . VV (,:t' fY,1 -�4 N Q., J4 /G�l if 4*1 A <'. ?IGHT11 M. . . . . ....... "N� t �P. > J A o'. 7 G Y y 'Y 0( /"". , - \ X. I -. ' ' L �BL �.K < 3 DCK/ "j-/ < 07 Gh"WR/�'&G, 2 V / / , S >61-11, Q M'. A .......... X 0* -'G-2 L �2.u= PROPOSED 720'LANE TRANSITION TO EXISTING XX. -- - 'I"" N >F` SIG (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) A 7M a_7% tV X < WETO��DS V. GUE' N A 02 UN I yv/ % 16-2 le B� ............ .......... �.W TYP. �1-43 X V ............ '44 X 6 X LNE% \QK C.�y -k\. &2 R >_PARK1N,,.,3 V, N. 'y 1-44 ;J < V .......... > 1-36,- 'X MI > �6 "�N A, x ii, J; 6-3( V. STREAM 9-5, A ------------- 114 V N _3 CV/ X X v. < X A �TA �N 3 8 A"y x V X /x 0 G WETLANDS, I T, S. WV1 mg - 5iii6w: :x, 1-12 X fNt;z � V \< 1 '4 77 ,,, <\ '\,' �,�/ ;, I 'i % .- � . iii, k G 41/" j 1-35 J-52 -4 -Z/ TYP. F -RHAS, 91 "o S /p,"R g T; 1-00, < �T SPACE 1-47 < STREAM, (6 UNITS) -7 F ,ttic J�v I YP. 'J.1 77 85 -NRM\ IN AE Z 71\ U`t� .11'1,�, 't �.>w . - 'LIN g W QR BLOqK F ............... > NY F- R� k.0), Ai R 4Z,4,�'4- ,b V 17A I/ 11-63 % -2 �4 3/PARVN- FA �iqpAr STREAM, V� N7 ORPARK 0 J� tv \��(OVOTAQ- tz: % o A WRO"11001 X X 1-3, A" 5. (f 6EI,,TOTA 4�e zxl - 1-JI! RKIN -x V Nx SIGH J v & .. ... ... ... ? T LINES J IGH BUFFERX-' X ev 7 L 0 CK y., S f \ I 4/wl - �t. , X V M �STk a i AREA y �G \J�ESERVL /i/" 4A 2/1 T > 4NGRES�31EGPI it i :i i. (20, POLANCO, WILMER (J'G -WENT IF -OR E -`N X N EAs & KARE, A PJE-j�NAIVDEZ-�, It \� , ", 1, "' tl,?" ��"�- I " -, � 1� / - Z.- , �WCK K - - -\ - 0' `,� ,, , ", 1t,': - NON-VEZSJY - V: 1� 11 1", -,;%� -- - . ,i� w , , t J-N I IAVb yp �"p o j I �q X/ �N,,e C. kf. u FYP.V 1-4',,.\ NE HEAVENLY,� 1171N, t-A RESIDEN \j 35 /�A. TIAL W/,X� v � k� Fq VX �K (1�08 T 00c, OUNIBRIAl LA 4 SIGHT Av C. AA� t DB. 56G.- P: 6-19,,� . . ........ (P,B� 560 PG�' SPACE0,' N A El LANDS, t 7 till Tidr, �v < "I t 0 vd -r qjo N1 -Y, 06" ......... ... _/21 If < 0 g -FARry, 108 TOTAL),,r',�ij Typ, - --------- wt F/N r W 0 C It 16 PARKING SP (10 X k DB� 353 94 xa f -:t 1- - - ---- >< 41 -409 FOR PARK 8 TR T�L ....... it 4 PARKING SPACES . — q _. TMP 8CJ-53 X. y" ...... FOR PARK (iO8 TOTAL) - ----- ----- -0Sqr1oVF_ 4 RHA6� R .0, -N .3 2 4 k x %A, .... ....... ----- IV17AL RESID X > P_ M 1-751i N 1 ii,,�i,.' (71 UNITS) TMP 80-558 _R yi- r AV 0_2821, P. 505 r X /OMMUNITY/ PARK/t'- Mi \ � '' / zt, �30 A LIINMO, JAMES RICE' -xv DARRELL' .4 RESIDENTIAL RESID-FN JQI Y PHASE 2B� TYP. t,tk ...... DO. 2476 P' 53" 3998,-P. 409 X" T OU t"X E P _f1h 7,k FOP --USE R 35;36, P -21, PUBLIC Din w FJA -------- - - TO BE DEDICATED.TO'C 'Y bB., -TXP t DFJ�- 560j- P, 608 NLI '.X 0 M it .. .. .... ... \Y, Vyl :X W? J -�o i;; 'IMP 1$0-54A Al TODD _COSGRQVE� V --S D�JTJAL E IDE GERALD 11UGhIES 7__ 11 .... ....... ... R ii. 0'. 7',� STREAM �', :�r :&, TAJP 80-55 $ yg /1,44- J-1 Y i/ : 1;' V : f !/ i' 4, - j4lj�-A 1 J-55V WPO_ P, itz 5. pl 5 //j, /14 J-2 BUFFER-� D& 3998; P. 40.9- T X.. 1, T-� 672 J-*4- I" . .. ... 68-739,-R.57�' q, 4 6,9 RESIDENTIAL 5i, J421 t7b' ....... 1'DB, 354,. P, - 399 -3 4;` . . ..... j F. J'� q Z/ i > BLOCK"J it . '. I -n _Ut '�,RK,-'(j4?TOTALf,, *PHASING NOTE 9 PARKING_.;$FIkCES .�g 1 PARKIN ......... 0� UNLESS PHASE 2A AND 2B ARE INCLUDED IN ONE PLAT, THE ROADS IN TqR PA �A J -A LANDS,,_ 3 GSP RK 33 J- i." WC "I , ., I . ..... PHASE 1 AND PHASE 2A MUST BE FULLY CONSTRUCTED AND INSPECTED TYP q: POND 3 :RESIDENTIA L WARRY V& ROBERTLIVE-WOOOD v-, j, J_ ............. TA,4P 19-25 / to T,4 X .0 EX g L/ I P11 F t J_ , 1 1. 1, v ", / P. 609 BEFORE PHASE 2B CAN BE PLATTED AND APPROVED, AS PHASE 2B IS DB, 57�� J-P j _j 7 ;> J 7'' -LIANT ON ON -STREET PARKING FROM PHASE 1 AND PHASE 2A. 7� - N- ------- WETLANDS ------- 1 14 jr, % I � ;'I '/ , , .. � I'!,, " -17, i J-5 I',.. 4 1 ALLOWABLE BUILDING HEIGHT TYP. A -AP NT ,jkCSA J 30 % 051 4," RESIDENTIAL NON-RESIDENTIAL MIXED -USE JAd/1" BLOCK a F ff J-5w i 9 3.3 Lot Regulations. (From Code of Development) TMP 79-9,9C 'j TABLE 3.3 — Lot Regulations Area and Area and Bulk Setback Regulations Bulk Regulations Regulations Minimum Maximum Lot Min. Front Min. Side Min. Rear Lot Size (s.f.) Size (s.f.) Setback Setback Setback I I (ft.) (ft') Single Family 3�5� None 10 5 5 Detached Single Family 31000 None 10 5 5 Attached Villas (e.g. duplex or multiplex) Single Family 1,300 None 10 5 5 Attached Townhouses Non -Residential, N/A N/A 00) 0(5) 0 Multifamily and Mixed -Use Buildings 1. Whenever a unit has a road at its side, the minimum side yard setback is increased to 10 feet. 2. There shall be no minimum setback (i.e. zero ft.) along the side property line at the point of attachment of two or more single family dwelling units of any type. 3. -"Intentionally Omitted". 4. Building envelopes for individual lots may vary when a utility or landscape easement encroaches on a lot to a greater degree than the prescribed setbacks. 5. Build -To Lines: Structures in block D to be built to the property line along the frontage of all public roads except where property lines are radii. y _7 if MIN. STORIES MAX. HEIGHT (FT) MIN. STORIES MAX. HEIGHT (FT) Jr n S DANIS W _Z:: BLOCK A U 3, �. � ",#t 1 f i 1 50 1 50 z > , )kr, RESIDENTIAL -28 J BLOCK B 1 50 1 so 79 DO. 4207, P. 348 ox/ ...KING S -_S J-1 I PACE OTA' FOR.PARK(108T BLOCK C 1 50 1 50 �tl.j mi Y BLOCK D 1 50 1 65 BLOCK E 1 50 1 50 ;,P N V% T, 4 WETLAND8� .4: ........ I 1 1— ..", _�h TYP. , ... - _ __ - � .'. - - " " , . \ A q,�, RN x g BLOCK F 1 50 1 50 -d BLOCK G 1 40 1 40 M,� BLOCK H 1 50 1 55 J 27 BLOCK I I so so �B L �OK 1 50 1 50 C j ............ NA NA NA INA Xx N. TMP 80-55 BREAKDOWN 24. q �.T V ................ V, V ............. .............. ............ ................. ................... ................ - .................. ............ ............ - .............. lip. �PHASE 2 DEVELOPMENT BREAKDOWM PHASE I DEVELOPMENT 6 V, / .. --TAdP 79-26 Nat IWILLIAM CA TON TOTAL ACREAGE OF RIVANNA VI'LLAGE REAKDOWN: . .. . . . .... .. ..... . .... - - ------- ..... �[IBLO K K ..... .... J-2� j 13 ""'tt ..... , 101, J-14 ... .... OC' AREA �A, j -�_j 1 1". ------- i ............... t AC AC RESIDENTIAL DONAL iO AC ........... ................ ............................. ................................................................... ............. ...................................... ....... ........... k ...... ...... ............................. ............... ........................ .............. ................... ................... ... :BLOC A TIAL -1, P� 749 ..DB% 270. ....SIDFN f 9.91: B L6dk BLOCK A 9.91: A 0 RF -Y -16' -12., P. 589. .. ........ ... . ......... . ..... ... p J ........................ ............ ..................................................................... ..................................................... ................................ ................................. .. ....... ................................ .............................................................. ............................... . ......... .... . ....... . ............................. ... DB.'17 :BLOCK B 6.71: MLOCK B: DB, 10 1 P 264' . ......................................................................... ............................................................................................................................................ ............... .......................... .......................... ..................... ............................ . ........ b'W'dk ': ..... .......................... ................................. .... ........... .......... ................... ......................... ...... : WPO-100" :BLOCK C 4.64: ............. a 0 t -J-lo J�g 4.64: STREAMI ............................................. ....................................................... ............. LOCK B 6.71; 0 S. ..... .......................... ... . .... ... . . ........ .......... ........... ............ ................ ................................................................. ....................... ............. .......... :BLOCK D (PARTIAL) 20: 6 CK D (PARTIA0: t Lb 2.4 t v BLOCK D ............ . ............... ........................................... ...................................................................................... ............................... ........................................... ............................ - ............ ............. .................................................. ............. .............................. ................................ ...................... . . .. ................................ ................................. :BLOCK E 0 V,� ............. ......... .......................................... ................ ................................... .............. ...................................... .......... ............. ............ .......... . ..... ....... ... . ........ ................................ ......................................... ................. ....................... .......................................... k-ff, 2.84' 2.84t BLOCK E: ........... . ... ... BUFFER % v JBILOC .......... ....................................................................... . .... ... .. BUFFER .. .. ... .. . b Lddk F 1.61: :BLOCK F (PARTIAL) 0.72: MLOCK F (PARTIAL): 0,89: /STREAM ........... . . .......... .......... . ........ ....... . .. . ................ ...................... ..................... .... ................ ...................................................... ................ 1. .............. ......... ...................... ..................... ..................... ....... ............... ............. ... ............... ... ... ..... .......... ............... . .............. . ........... ........ .. . ................. .................................. :BLOCK G 6 OCK G 5.66: 0: !BLOCK G: 5.66 N:, P'HA ,2,,-- .. .. .. ............. ........... .......... . ..... . .... ... ....... ... ............. .................. ............. I-- ............ ..................... :BLOCK H ...... ..... bLddk H 1.81: 0: �B 1.81: ....................................... ............ ..................................................... ........................ ................................ ................ ..... ..... . ................... . ........ - ................. ............. ............ .......................... . ............. .. ........ -UN .. .............. . . .... ......... ....... ...... ................................. . . ..... . ........ 0: BLOCK 1 21.57: 61 ITSY., > . ... ... BLOCK I ............. ..... ............. ............... ............. ............. ........... .............. .............. ......................... ....................... ............ ................ ...................... ........ .... ................... ................... .......... . . ...... . . . ........ .......... ............... ...................... 4 t 31.47: :BLOCK J 0! !BLOCK J 31.47: ............... . ....................... ............................................................ .......................... ........................... ........... .......... ................................ ................................. ................................................ .......................... ............. ................. ;BLOCK J V ......... .................. ......................... .............................................................. ............................... . ............................. :BLOCK K I zBLOCK K: t, lIBLObk k a 6.001 0: 0 6.0 z TNIP 80-47, .................. ............ : . ... ....... .......... ............ . .. .. ................ . ........................ .................. ............. ............................. ........................... ................................ .............. - ................ ...................... ................. .................... ............ BETTY Mc.CLANAHA4 ..................... ................... ............ ................... .......................... . ..................... ... ................. ............................. ................................ .......... - .................... . ..................... .. ............ ................ ...................................... ....................... ................ ............... ......................... �PJW DEDICATION ALONG RTE 250 (BLOCK J) 0.14: RJW DEDICATION ALONG RTE 250 0 �R/W DEDICATION ALONG RTE 250 0.14 . ............ ................. RESIDENTIAL Z FIE ONT z VIM' P/71-8 r .-ODS �P', 4 . . ....... . .. . ...... ...... . .............. ... . ...... ........ ................... .......... .......... .......... 13Ea1Df�NTjAL TOTAL 94.76: JOTAL 32,02: �TOTAL 62.74:, z q ................................ ..... ................................ ............................................................................................................... ........................... ................ ........................................... ................................ ..................................................... ................................ ................................. ................ ........ ........ ................................... ............................................................... .... .......................... jO '_2 ,;DB 4 ......................... ............ . - ..... ................ ............................... .............. ........... ............................. ..................................... ............ .......................... ..................... ........... ........... ............ - . ............. ............. ............... ... ......................... 'v < v . . ............. .............. ............................. ................... ........................ ..................... .............................. ......................................... .. . .......... ........ ...................................... ............................... ....................... ................ .................................................... . ......... ......... . ...... . ............................. ....... .......................... .................. . ...... V, ............... Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H oF 'i,/ Cj Alan G. Franklin �j Of _;0 Lic. No. 35326 10 07-06-22 0.i�,ONAL �,b CD LL U) �e C) 0 > C\j Lij Z U) D < (0 a_ LU 0� E 0 < LL 2 Z L'i < >a_ < W 17- U) Z LL KEY Z n U) CN L.Li U) "17 n ISSUED: 03-07-22 SCALE: Ill =100' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02107/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04104/17 - SRC COMMENTS SHEET OF 76 I T- ............. ... P AMENITY/GREEN SPACE TABLE: UILM:K1 L Uff< -rV E) A OV ... . .... .. . ..... . r nRAKAHKII 30'LANDSCAPE BUFFER EASEMENT m LINEAR PARK W/ TRAILS: OTHER HOA OPEN SPACE: 70'RESERVED ZONE 30'LANDSCAPE BUFFER EASEMENT -10'SHARED USE PATH D s 6�t SC 6/�AN kp,'p 'CONC., AL/ . . . . ...... G "y << VIm A Me X\z X 11V �'Z// < . . ....... ...... XX ....... ..... X� L I IN tfA\ K IL . .. ........ �OCK\, L 0 K W/ tRAIL C '\D RESIDENTIAL STUDY THE DIRECTOR OF COMMUNITY DEVELOPMENT, AFTER CONSULTATION WITH THE DIRECTOR OF PARKS AND RECREATION, MAY D8, 575, P. 609 §co APPROVE MODIFICATIONS TO THE RECREATIONAL CONCEPT PLAN, WHETHER THEY ARE REQUESTED BY THE DEVELOPER, THE DIRECTOR OF PARKS AND RECREATION OR THE DIRECTOR OF COMMUNITY DEVELOPMENT HIMSELF/HERSELF. THE DIRECTOR OF \7"y . .. ..... .. x PARKS AND RECREATION SHALL APPROVE THE FINAL PARK PLAN. L 0 C K J AT A RECENT MEETING THE PARKS AND RECREATION STAFF REQUESTED A NUMBER OF SUBSTANTIVE CHANGES BE MADE TO THE ... . ... .... . PARK AMENITY PACKAGE. FOREMOST AMONG THOSE WAS THE ELIMINATION OF THE TENNIS COURTS AND BASKETBALL COURT AND L_j EXPANSION OF PLAYGROUND ACCOMMODATIONS. SEVERAL RECONFIGURATIONS WERE ALSO SUGGESTED. WHAT IS BEFORE YOU IN PE STRIP 0 THE LATEST PLAN SUBMISSION IS WHAT WE FEEL RESPONDS TO THE DIRECTION WE HAVE BEEN GIVEN. & 'ALK, TYP. TMP 79-25C vo ASIDE FROM THE TRAILS SYSTEM DESCRIBED ABOVE, OTHER PARK AMENITIES INCLUDE A DOG PARK, TWO GRASS/LAWN AREAS, TWO DANIS WILLIAMS y PLAYGROUNDS, TWO PICNIC SHELTERS AND, RESTROOM FACILITIES, ALL CENTRALLY LOCATED TOGETHER IN A RECREATIONAL till NTIAL t RESIDE COMPLEX ADJACENT TO SEVERAL MAIN STREETS. THE ARRANGEMENT OF FEATURES CREATES A CENTRAL GREEN SURROUNDED BY DB. 4207, P, 348 WALKWAYS AND SHELTERS THAT, TOGETHER, FORM A GATHERING AND ACTIVITY SPACE. A SECOND LAWN ACTIVITY AREA RESIDES V, HOA OPEN IMMEDIATELY OUTBOARD OF THE SOUTHERN PAVILION. IT IS THE SIZE OF A TENNIS COURT. TWO PLAYGROUNDS RESIDE OUTBOARD OF THE NORTHERN PAVILION AND IN TERMS OF SIZE THEY REPRESENT A MIRROR IMAGE OF THE PREVIOUSLY DESCRIBED LAWN AREA. "I., InZ SPACE THE RESTROOM FACILITIES ARE ADJACENT TO THE PAVILIONS AND CENTRAL GREEN. ALL OF THESE FACILITIES ARE ADA ACCESSIBLE. . . . . . . . . . . Xmf; N ku_ x . , I. . . . . . ... .. �R=.RR _004�0 THE DEPARTMENT OF PARKS AND RECREATION HAS REQUESTED THAT THEY BE IN CHARGE OF DESIGNING THE PLAYGROUND. THEY .34 ---- - ------- HAVE AN EQUIPMENT MANUFACTURER THEY HAVE DEALT WITH IN THE PAST WHICH HAS IN-HOUSE DESIGN CAPABILITIES THAT THEY APPRECIATE. ALL DESIGNS WILL BE REVIEWED BY THE DEVELOPER FOR BUDGETARY APPROVAL. THE PAVILIONS ARE INTENDED TO BE SIMPLE, MODERN, LOW -MAINTENANCE STRUCTURES WITH SHED ROOFS SUPPORTED MY METAL POSTS AND WOODEN BEAMS. THE El SPECIFICATIONS FOR EARTHWORK AND ALL OTHER ASPECTS OF THE PARK CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WETLANDS, TYP. X. DEPARTMENT OF PARKS & RECREATION PROTOCOL. THE RESTROOM STRUCTURE MAY BE MODULAR OR STICK -BUILT, BUT IN EITHER if . . . . . . . . . . .......... INSTANCE SHALL CONFORM TO THE MOST CURRENT CODES REGULATING PUBLIC RESTROOMS REGARDING BOTH USE AND Thip 80-55 ACCESSIBILITY. THE ARCHITECTURE OF THE RESTROOM STRUCTURE SHALL BE COMPATIBLE WITH THE PICNIC SHELTERS. 'ATON WILLIAM G TMP 79-26 NEARBY THE ACTIVE RECREATIONAL COMPLEX IS AN ABANDONED QUARRY PIT, WHICH IS NOW A NICE WOODLAND POND. THIS POND RESIDENTIAL DONALD RIGGIN WILL BE COMPLETELY FENCED -OFF FOR SAFETY. THE PARKS AND RECREATION DEPARTMENT MAY LATER DECIDE THAT THERE IS A DB. 2701, P. 749 RESIDENTIAL REASONABLY SAFE USE FOR THIS MANMADE FEATURE AND CAN DECIDE TO PROVIDE PUBLIC ACCESS TO IT. A ROUGHLY 1-ACRE DB, 1712, R 589 DB, 1031, P. 209 WOODED KNOLL ADJACENT TO THE OLD QUARRY WILL RECEIVE SLIGHT MANICURING OF ITS UNDER -STORY TO CREATE A SAFE OPEN PIP AREA FOR DOGS AND THE GENERAL PUBLIC TO EXERCISE AND SOCIALIZE. REGARDING THE DOG PARK, THERE WILL BE UNFENCED AREAS WHERE DOGS WILL NEED TO BE KEPT ON A LEASH AS WELL AS AN ENCLOSED AREA FOR OFF -LEASH PLAY. ALONG THE TRAIL SYSTEM NEAR THE DOG PARK A SERIES OF EXERCISE STATIONS WILL BE ESTABLISHED FOR THOSE WISHING TO DO MORE THAN ENJOY A LEISURELY STROLL IN THE WOODS. A A WET POND DESIGNED PRIMARILY FOR STORMWATER MANAGEMENT WILL BE LOCATED ACROSS A CREEK FROM THE DOG PARK. IF DYNAMICS PERMIT, THIS POND WILL BE STOCKED WITH FISH. NO SWIMMING OR BOATING WILL BE PERMITTED ON EITHER WATER BODY. PAC-., E�*',':'�i�::".'t"-.�. IN PLANNING, SOME DEGREE OF ATTENTION HAS BEEN GIVEN TO DELINEATING THE INTERFACE BETWEEN THE PARK PROPERTY AND if ADJACENT RESIDENTIAL PROPERTY. WHERE LOTS ARE IMMEDIATELY ADJACENT TO THE CORE PARK A SERIES OF IMPROVEMENTS HELP TMP 80-47 BETTY McCLANAHAN TMP 94-1 DELINEATE THE BOUNDARY BETWEEN PUBLIC AND PRIVATE LAND. PUBLIC SEWER MAINS, TRAILS, EDGES OF PAVEMENT AND + RESIDENTIAL PIEDMONT LANDSCAPE SCREENING SERVE TO MARK THE LIMITS OF WHERE LOTS END AND PARK BEGIN. IN MANY INSTANCES THE EDGE OF A NEIGHBORHOODS LP PRESERVED TREE LINE IS A GOOD INDICATOR OF A PUBLIC/PRIVATE BOUNDARY. ALTHOUGH ALL OF THESE FACTORS WILL CONTRIBUTE P. RESIDENTIAL TOWARD DEFINING THE INTERFACE BETWEEN THE PARK PROPERTY AND THE ADJACENT LOT LIMITS THERE MAY BE OTHER MEANS D8, 4301, P, 211 THAT CAN BE EMPLOYED TO ACCOMPLISH A VISUAL DELINEATION. THE DEVELOPER MAY CHOOSE TO INSTALL 4"X4" WOOD MARKER DB. 4192, P. 124 POSTS AT KEY CORNERS AND INTERMITTENTLY ALONG LENGTHY BOUNDARY RUNS. IT'S NOT SO MUCH THAT VISITORS TO THE PARK Z ;; WILL INADVERTENTLY ENTER PRIVATE PROPERTY, BUT THESE MARKINGS WILL AID THE HOMEOWNERS IN LOCATING WHERE THEIR LIMITS OF MAINTENANCE AN,* IMPROV�MENTS SHOULD TERMINATE. p Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H Op '1// Alan G. Franklin Lic. No. 35326 07-06-22 "N LONAL (D L , (D X L UJ (j) Z Z V (D o C) ry 0 > CID < w Lu Z U) D 0 w n w LLJ 0 H Z Z w U) > m w Z LLJ U) Z LL KEY ISSUED: 03-07-22 SCALE: 111 =100' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/0 1 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS I SHEET NJ kP- OF 76 FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. OPT Qu NO ON -STREET PARKING PLANNED FOR THIS i a j ROAD SECTION I I p �. 1' TYP. I 61' - 671 R.O.W. 5 5 - 5 SIDEWALK PLANTINGS RIP (CURB TO CURB) i PLANTING STRIP SIDEWALK TYP. TYP. o ; d ! ! 2% ! 2% I 2% 2�% CONCRETE........... SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. CG-6, TYP. 4" BM-25 8" VDOT #21A BUTTERFIELD LANE B/W ROUTE 250 & TERRAPIN TRACE TYPICAL SECTION CONCRETE) SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. CG-6, TYP. 4" BM-25 8" VDOT #21A :B( BUTTERFIELD LANE B/W TERRAPIN TRACE & LAZY BRANCH LANE; VILLAGE PARK AVENUE CONTINUATION 6 TYPICAL SECTION D aN�Vpo, OU v �//eb � oe `FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CB CONCRETE I 1.5" SM-9.5A SIDEWALK, VDOT STD. 1.5" SM-9.5A 4" BM-25 TYP. CG-6, TYP. 3" BM-25 8" VDOT #21A 6" VDOT #21A "(STEAMER DRIVE PAVING SECTION) TERRAPIN TRACE; MEANDER WAY; MOSSY ROCK ROAD; STEAMER DRIVE CONTINUATION** TYPICAL SECTION r-IINHL t-'/HVCIALIN I OLU I IUIN UCJIUIN I U t L bAOLL) UIN t-It'.LU Ut5K VALUES OF ACTUAL SUBGRADE MATERIAL. 3" BM-25 4" VDOT #21A 2" SM-9.5A ASPHALT PATH (TYP) 4" 921A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. F— COMPACTED SUBGRADE 6' (SEE PLANS) 20, FINISHED GRADE 1/4" / FT. CROSS SLOPE (TYP.) 6,:,- :I I E=1 E I"=1 11=1 I!=1 11=1 11=1 11=! 11=1 11=1 I I —III —III —III: 'jI!- !I1=I{1=1Ii I!I=1I1==1iI--II{ III=1I1 1{I= -Ii1 III-==iII•=1!!T=1{!-__!iI-=11ITriI--I1I—II1 -I1I-- 6' ASPHALT PATH SECTION P-023 N.T.S. V V,YV. BUMPER BLOCK, TYP. CG-2, TYP. V TYP. N.T.S. N.T.S. N.T.S. 1' 5' 9' TYP. SIDEWALK PLANTING STRIP TYP. 2% 0 0 aD p FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. o I ROAD SECTION WILL ACCOMMODATE ON -STREET PARKING ON ONE SIDE OF THE j STREET AS SHOWN ON THE LAYOUT SHEETS 61' RtO.W. 3h- (CURB TO CURB) a /' . s x. � s . ':3 €3 �3�3�3�3�i�3� �313i3� ai3� �a� .,�F3 �?; '`F3 `7`?; :�?: A3 3 • ' z.r•s , z< . x •x • x, nOrj + ° ° E O Iv 9 111 5' 1' PLANTING STRIP SIDEWALK TYP. TYP. O 2% CONCRETE) / { VDOT STD. SIDEWALK, 1.5" SM-9.5A-1 TYP. CG-6, TYP. 4" BM-25 6" VDOT #21A I LAZY BRANCH LANE FROM STA. 10+00.00 TO STA. 25+57.77 (B/W MOSSY ROCK ROAD & STEAMER DRIVE ±) TYPICAL SECTION FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CB 1rT�, cQ 0 Gn��fG� CONCRETE--� j SIDEWALK, 1.5" SM-9.5A VDOT STD. I TYP. CG-6, TYP. 2.5" BM-25 6" VDOT #21A LAZY BRANCH LANE FROM STA. 25+57.77 TO STA. 28+33.11 (PLANTING STRIP TRANSITION) TYPICAL SECTION i 4t: CONCRETE 1 i SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. CG-6, TYP. 2.5" BM-25 6" VDOT #21A LAZY BRANCH LANE FROM STA. 28+33.11 TO CUL DE SAC TYPICAL SECTION 1 Y," r1FFP ( ()r\ITRA('TIr)1\I/Cr-r1Rr= N.T.S. 4„ ° — X -�JG—'k•�'X 0..,- Y2" EXPANSION JOINT W/'/2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. �— 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED — WWF6"X6"W1.4XW1.4W/2" MIN. COVER SEE P COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN, SECTION N.T.S. N.T.S. r MW N.T.S. EXPANSION JOINT `-- 2" SMOOTH TROWELED EDGE; CONTRACTION JOINT OPTIONAL SCORED BROOM FINISH; TYP. CURBING PERPENDICULAR TO DIRECTION PLAN OF TRAVEL N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 a{an@a{anfrank!inpe.com �P\_T H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 t , FSS / 0 NAB KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET NPRRIIOI� OF 76 II I CG-2 II I CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST,, 3. CURB HAVING A RADIUS OF 3OO FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH I$ TO BE 18" AS SHOWN, a NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. ZO 5, CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR 00-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS `�• b Qp D - b,; `• D: SURFACE d' '� • De' ' < BASE � . SUBBASE 6. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 6" R SURFACE BASE SUBBASE SPECIFICATION �• "�VL OT SPECIFICATION REFERENCE STANDARD 6" CURB REFERENCE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.01 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING- CG-12 HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) i CURB WHEN REQUIRED (CO-2 OR CG-3 IN LINEAR FEET) A GENERAL NOTES, DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 2" R NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER; THE BOTTOM OF THE CURB & GUTTER OF SUBBASECOURSES�ANDATOO PARALLEL TO SLOPE THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF 00-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON 09 URBAN STANDARDS. A d p A , • D D D D D D b. D D D D D 6" 2'-0" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION PERMISSIBLE 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD #5 DOWELS,8" LONG E BE SUMMARIZED FOR EACH CURB CUT RAMP. AT 12" C C CONSTRUCTION 2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 5MIN, JOINT DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET SIDEWALK "I THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CO-12 DETECTABLE 48>1 MAX RAMP 12,t MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND 12.1 MAX SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' �t2.1 MAX FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. � 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 S 5--- - THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10,1 MAX I P PRECAST T H A A-4 PRECAST RAM FLOOR. RECAS CONCRETE SHALL BE CLASS TYPE A RAMP L P5. REQUIRED BARS ARE TO BE NO,5 X 8" PLACED 1'CENTER TO CENTER ALONG (SEE TABLE) AABLE) BOTH SIDES OF THE RAMP FLOOR, MIO-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULARCONCRETE COVER 1'/2". RUNCATED DOMES T ✓ SEE SHEET IOF 5 FOR DETAILS 6. CURAREB/ CURB AND INCLUDED IN PAYMENT FOR CURB / SLOPE SCURB SAND JCUTTER�O CURB RAMPS <\ / // j- � � �/�l�i 5, MIN 5'-0" MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ' ' �W i2-1 MAA SHAPE TO MATCH FADE / C BY THE ENGINEER. THEY ARE TO BE PROVIDED At INTERSECTIONS WHEREVER OF ROADWAY URB 12:t MAx T T RIGHT F A F HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN HE R GH O WAY O A' BACK OF CURB 48 :1 AX CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, 20=1 OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 48 1 MAX. AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B.� FIRE HYDRANTSEORBP IINLETS, ETC. D VEHICLE SACCESSIBLE ROUTEXISTING ES PROVIDEOAE CONTINUOUS PARALLEL - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �Ci I • •f SECTION A A AND USED BY PEDESTRIANS. ®� �f l� \� (iv i 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT i 12t1 MAx PERMISSIBLE THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ®` sTHAT THE SLOPE A7 THE CONNECTION OF THE CURB OPENING IS 12'I MAC '� CONSTRUCTION PERPENDICULAR TO THE CURB. JOINT S wti Y K / R II T TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE AD CANNO 9. CAL CO I I- ACCOMMODATE 'TURNING REQUIREMENT'S OF ANTICIPATED HEAVY TRUCK 4 MIN - TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY A7 1, , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION 'NtTH A SHARED USE PATH, A7W ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It WHEN ONLY ONE CURB RAMP 15 PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY, THIS 4' x 41 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6" 2.4" C C `� CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE - WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 a -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 0 0 O 0 0 0 0 0 0 0 g THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0 ya LANDING RAMP [Y O 0 0 0 0 0 0 0 0 0 0 0 0 0 0d U r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 cq 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I� 50/.'65/ OF BASE 0P DIAMETER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -DETECTABLE WARNING ci AT BACK OF CURB n I O 9"- L 4" VARIABLE FULL WIDTH OF RAMP FLOOR 5EE NOTE 12. BASE DIAMETER T" PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL V D©T C G -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD Akio BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 BCS-OT SYMMETP-AF AQnHT G r,it WrDT ti (WITH WING) t J (WING REMOVED} DOWNSTREAM END) (UPSTREAM END) END ELEVATION UPSTREAM END DOWNSTREAM BARREL LENGTH (OUT -TO -OUT HEADWALL} FILL 12^ L SLOPE 6"x6" FILLET 72"� TOP OF TOP SLAB 12" HW1 I It 4 4 TI REINFORCING BAR DIAGRAMS BHt BH3 6" x /e" PVC DUMBELL WATERSTOP / HWt 4-..1 yr . CONSTRUCTION / 12" R UPSTREAM JOINT END (OPTIONAL. AT `..' DOWNSTREAM END) T 2 N a� C� k-I -12" SECTION A -A (WITH WINO) SPECIFICATION REFERENCE SINGLE BOX CULVERTS STANDARD DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION BACK FACE OF CURTAIN WALL r3 6" x 6" FILLET +6 - HWI r r ' 4 . n r_ 5 (- CONSTRUCTION JOINT SECTION B-B PART PLAN (WITH WING) (WING REMOVED) (DOWNSTREAM END) (UPSTREAM END} XV DOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/it 1002.02 0 rz SECTION B-B THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. CG-9D WIDTH OF PG_5 _j'NTRAN INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED, A AAA}/NS l2 WIDTH OF ENTRANCE 7 LIMITS OF PEDESTRIAN - - -�g LIMITS OF PEDESTRIAN 6 X 6 - W2.1 X W2.1 EXPANSION JOINT " AC E5S ROUTE ACCESS ROUTE SLOPES VARIABLE WELDED WIRE FABRIC UNp �1Gk UNPAVED SPADE NQN-TRAVFR5ABLE _ UNPAVED SPADE AS SHOWN ON WHERE REQUIRED a�0 dr S/ / wTYPICAI SECTION 1fi4" OR 6" AS pq� Etyq( 7+ j� SLOPES AS SHOWN SHOWN ON TABLE, EXISTING OR PROPOSEDD WIDTH OF ON PLANS SIDEWALK OR SIDEWALK SPACE C, r FNTR CURB INCLUDED IN z ----WEEP HOLES ENTRANCE GUTTER u Cy �.;. " DIA Q 8'C-C EXPANSION JOINT •-•• _ a v LE ITS OF PEDESTRI LIMITS OF PEDESTRAN �'. .. .. . •. •.•• . ..` n ACCESS ROUTE NON -TRAVERSABLE CCESS ROUTE a cs z Za- w •.00 co .% F PEDESTRIAN ACCESS ROUTE DETAILS WITH & ' FLOW LINE WITHOUT UPAVED SPACE E CLASS A3 CONCRETE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS 1 x ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING 1' 3" DESIRABLE MINIMUM 16' Al, 15" HALF -SECTION NON -REINFORCED. HALF -SECTION W. W, F. REINFORCEMENT EXPANSION JOINT OR PROPOSED VOOT RIGHT -OF W ABSOLUTE MINIMUM 12' 10 EDGE OF PAVEMENT---"le SECTION A A PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANTPATH ^r �, • �, , FACILITY THAT ICAN BE APPROANG ALL CHED, ENTERED ANDLE ELEMENTS OF A � , HALF PLAN A USED BY PEDESTRIANS. d,a.n.o.n o •c•, o.oroa IF PEDESTRIAN ACCESS ROUTES ARE BEING CONCRETE TO BE CLASS A3 PROVIDED, A REQUIRED WITH MINIMUM MAX, 2/. CROSS �SLOLE PE, IDTH IS SECTION B-B EXPANSION JOINT DOWELS WHEN USED IN CONJUNCTION WITH STANDARD SPACING 90` MAXIMUM CG-3 OR CG-7, THE CURB FACE ON THIS 2'_0" F-i -A STANDARD IS TO BE ADJUSTED TO MATCH UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. DIRECTION SPACE tV CURVE OF FLOW 9" 9" I I NORMAL GUTTER SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL CONC. D W THICK- NF-55 1' 2' 3' 4` 5' 6' 7` 8' 9' 10' 111 SIDE SLOPES 1' 0. 42 0,536 0.648 0,760 0.870 0,981 1.002 1.203 1.314 1 1,425 2' to, 0,851 0,962 1.073 1.184 1,295 1.406 1,517 1,629 1.740 4 3` 05 1,165 1.276 11.387 1.498 1.609 1,721 1,832 1.943 2.054 4' 1,368 1,479 1,590 1,702 1.813 1.924 2.035 2.146 2.267 2.368 W 1,682 1.794 1.905 2.016 2.127 Z238 2.349 2,460 2.571 2.682 6. 6 „ 7' 23,11 21422 2,533 2.644 2.755 2,866 2,977 3.089 3.200 3 311 8' 2.625 2.736 1 Y848 1 2.959 1 3.070 1 3.181 13,292 1 3.403 3.514 3.625 9' 2,940 3.051 3.162 3.273 3.384 3.495 3,606 3,717 3.8281 3.939 10' 3,254 1 3,365 13.4761 3.587 1.3,698.1 3,8091 3,920 1 4.0321 4.143 1 4,254 1.54 SIDE SLOPES T .5 0,623 0.734 0.845 0.956 1.067 1.178 1,200 1.401 1.512 4„ .91 1.023 1.135 1.246 1,357 1.468 1.579 1,690 1,801 1,912 1.424 1,535 1,646 1,757 1.869 1,980 2.091 2,202 2.313 4' 1.714 1.825 1.936 2,047 2.158 2.269 2.380 2.491 2.602 2.714 5' 2,114 2.225 2.338 2,448 2.559 2,670 2.781 2.892 3.003 3,114 2.516 2.626 2.737 2.848 2,059 3,070 3.181 3,293 3.404 3.515 6„ 7' 2,915 3.027 3.138 3.249 3,360 3,471 3,582 3.693 3,804 3.015 ' 3.316 3,427 3.538 3.649 3,760 3.872 3.083 4,094 4.205 4,316 9' 3.717 3,828 3. 339 4.050 4A61 4.272 4.383 4,494 4.606 4.717 10, 4.117 4.228 4.340 4.451 4.562 4,873 4,784 4,895 5,006 5,117 24 SIDE SLOPES 1' 0.719 0.830 0.941 1,052 1,164 1,275 1.386 1.497 1.608 2' 1,216 1.327 1.438 1.540 1.660 1,772 1,883 1,994 2.106 4„ 3' 6 1.713 1,824 1.935 2,046 2.157 2.268 2.380 2.491 2602 4' 2,099 2.210 2,321 2.432 2,543 2,654 2,765 2.876 2.988 3.099 5' 2.596 2.707 2.818 2.929 3.040 3,151 3.262 3.373 3,485 3,596 6' 3,093 3,204 3,315 3,426 3,537 3.648 3,759 3.870 3.981 4.093 6.• 7' 3.589 3.701 3.812 3.923 4,034 4.t45 4.256 4.367 4.478 4,589 8' 41086 4.197 4.309 4.420 4.531 4.642 4.753 4.864 4.976 5,086 9` 4.583 4.694 4,805 4,917 5.028 5.139 5,250 5.361 5.472 5.583 10' S.080 5,191 5.302 5.413 5,525 5.636 5,747 8.858 5.969 6,080 -- - - -- -x . . ----- �. • • Fy Lt. n, I * •o . o o . o . o ` ESt Tsc NOT©*o% TO 10% CHANGE000aaI -A �' WEETPHHOf'ES ARE TO BE)PROIDED ONHALL CHAN IDLS WHERE W IS EQUAL TO OR •on`a'a:n SECTION C'C GREATER THAN 4'AND D !S EQUAL TO GR GREATER THAN 2'. 6' AGGREGATE BASE CLASS A3 (H.E.S.) CONC. WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH,/4" MESH OR GALVANIZED STEEL TYPE ISIZE 218 WIRE DIAMETER 0.03 INCH,NUMBER 4 MESH,HARDWARE CLOTH ANCHORED FIRMLY TO THE 5' "& POINT OF GRADE CHANGE BOTTOM OF THE CHANNEL. 12% MAX.SLOPE CURTAIN WALL TO BE LOCATED FOR CURB AND GUTTER ONLY 4i4 X 18" DOAT THE BEGINING AND END OF ALL SMOOTH BACHANNELS AND ON THE LOWER FOR SIDEWALK, CURB AND GUTTER t2 % MAXEMU),1 INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 12" C-C LOEND OF EACHEXPANSION JOINT. BUILT CONCURRENTLY 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND �` AT ALL JOI 6 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS �ao 00 0600. 00 SECTION A -A Q ELEVATION SECTION D-D 1VE)OT ROAD AND BRIDGE STANDARDS 1V DOT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE `�VDOT ROAD AND BRIDGE STANDARDS STANDARD PAVED DITCHES VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 502 502 REVISION DATE SHEET 1 OF 1 SHEET 1 OF t REVISION DATE 07/15 SHEET 1 OF 1 REVISION DATE 109.04 201.03 203.03 th - 6 1uN PB I NO PROJECTION OF PIPE ABOVE GROUND LINE GENERAL PB-1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. TOP OF FILL TOP OF FILL TOP OF FILL w ram■""'_ W ,•6���s na WITH BUFFER STRIP CROSSWALK NOTES; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT IN MINIMUM RAMP LENGTH FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 t0 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/15 r LANDING 48;1 MAX, WITHIN CROSSWALK SLOPE _ 'A MAx• 5 MIN - t2,1 WITHOUT BUFFER STRIP CROSSWALK I n N X A TIDE OF RAYEtG AREA ���,,,,, OUTSIDE OF SRAVEL'XAY � A a' SQUARE \`CR055'N Ad- PERPENDCUH&L BE LAR (CROSSWALK x D FOR OUTSIDE DF WITHIN THE MARKED SNaiL BE P WITH BUFFER STRIP CROSSWALK AREA. \\\ CROSSWALK PERPEUI WITHIN THE WITHIN THE CROSSWALK CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SECTIONAL ELEVATION (DING MATERIAL E NOTE 1) NOTES 2 1, BEDDING MATERIAL IS TO BE AGGREGATE SIZE 5 OR 26. IF FOUNDATION HAS STANDING OR RUNNING WATER PRESENT,THEN AGGREGATE NO,57 SHALL BE USED FOR THE DEPTH SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES OF AGGREGATE 140,25 OR 26. 2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF THE STRUCTURE ON ALL SIDES. 3. HEIGHT OF STRUCTURE (H)IS MEASURED FROM THE INVERT OF THE STRUCTURE TO THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE TYPE. SEE APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE x GROUND LINE x ror GROUND LINE x 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL, - ,- - - �Tj r - - - - - r rrrrrr ' III I I=1 rrrrrr rrrrr I I=1 I I=)I E I- ' `I=1 11=1 I I=( rrrrrr rrrrr I I I� I 1 I1- " .I [ I� E 1� rrrrrrr rr rr CIRCULAR PIPE r rrr' N-{ rrr rr rrr N '� rrr rrrEARTH I I r ci rr ix EARTH + III- f rr I I' ROCK OR + rr d r. 1= 1. D - OUTSIDE DIAMETER OF PIPE, o -I �I o UNYIELDING ra I, I- �+' I r. SOIL 2. cl ■ INSIDE DIAMETER OF PIPE. a I I, I M1BAAT�RAL 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. - X . 12 WHERE d IS LESS THAN 36' . MIN - - 1/ I X . 18" WHERE d IS 36" AND GREATER, MIN. 1/t0 D 1/10 D MIN, t0 D _ _ _ IN X D X BEDDING �X p X BEDDING 4. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR MATERIAL MATERIAL X D X NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) /2' PER I'OF H 3 " LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, G AND MIN. a", MAX. 24" FOUNDATION SOFT, YIELDING, OR 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 3D" AND 5 MIN LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL. AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE MIN, 1.5 x D MIN. 1,5 x D MIN. 1,5 x D MIN. 1.5 x D MIN. 1.5 x D MIN, L5 xMIN. D MIN, D� TOP OF FILL TOP OF FILL TOP OF FILL 1. S 1 - OUTSIDE SPAN DIMENSION OF PIPE. 2, 52 - INSIDE SPAN DIMENSION OF PIPE, r rrrrrrrrrrrrrrr 3. R - OUTSIDE RISE DIMENSION OF PIPE. - ;• rrrrrrr rrrrrr.. ;. - rrrrrr. rrrrrrr • _-- rrrrrr , rrrr, rIl J J .; rrrrrr. rrrrrr ; - ,.r,,,.,, ,,.r,.f ;:;: ;: = rrrrrrrrrrrrr _.rrr, rrrrrrrrrr rr _ r rrrr %?::%'r: _ = rrrrrrrrrrr. rrrrrrrrrrr = 4. X -WIDTH OF CLASS I BAGKFI.L MATERIAL BEYOND THE EXTREMITY OF THE PIPE. .= rrr N- •: rrrr rrr :� X - 12" WHERE S2 IS LESS THAN 36". `` rr rr _ - rr rr, -::e - -rrrrrrrrrr rrr rrrrrr _- GROUND - CROSSWALK X - 18 WHERE S2 IS 36" AND GREATER + r r + r d rr:;}:•,.;,'. GROUND + rrrrrrrrr b rrrrrrrrr -GROUND 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR a =': LINE o = ;:ry • LINE a _ -LINE A a` 5 UARE LANDING AREA NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S IS 38" OR }; - `• - % N - Gutslae GE TAAVEI wav LESS AND HEIGHT OF COVER 15' OR LESS. 2 - - _ I-1I - - _ SHALL BE PROVIDED FOR li.-- - till - - -- 1 PERPENDICULAR CROSSWALK ttw r MARK 6. REGULAR BACKFILL MATERIAL MAY BE USED IN L€EU OF CLASS I BACKFILL MATERIAL FOR - -' EARTH II CROSSWALK AREA, D ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND 1= = II I MIN 1/10 0 / / /'= ROCK OR ICI_ I HEIGHT OF COVER 15' OR LESS. I_TI= I I- UNYIELDING I _ _ _ MIN. 1/10 D X D X BEDDING F "PER SOIL -• Wt,iU �" MATERIAL 12 OF H X D X ( MIN. 1/10 D BEDDING PIPE ARCH M x 611, BEDDING MATERIAL EARTH CURB OR 4, BUFFER STPoP 1• S - SPAN DIMENSION OF PIPE. NORMAL EARTH FOUNDATION . 24" MATERIAL FOUNDATION SOFT, YIELDING, RI ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL S'SIDEWALK 2. R - RISE DIMENSION OF PIPE. 3. 8 - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL SECT ONONG MATERIAL H ACCORDANCE WITH ® EM841KMENT NOTES- DIAGONAL PLACEMENT ®i SECTION 3O2 OF THE ROAD AND BRIDGE SPECIFiGAT(ONS. 4. x - WIDTH OF CLASS !BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. FOR GENERAL NOTES ON PIPE BEDDING, x - 12 WHERE S2 IS LESS THAN 36". CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS MIN x - 18" WHERE 52 IS 36" AND GREATER WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES BEDDING THICKNESS TABLE 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR SPECIFICATIONS. REGULAR A KFI MATERIAL IN ACCORDANCE ('BACKFILL LL E AL D ON SHEET 107.00, ROUTINE ENTRANCE PIPE WHERE S IS 35 OR NORMAL EARTH FOUNDATIONS UNDER OU WE 2 /rfrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE E CRUSHED GLASS CONFORMING TO THE LESS AND HEIGHT OF COVER 15' OR LESS. M2 IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR AND BRIDGE SPECIFICATIONS, AGGREGATE SIZE 25 NVO 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL HEIGHT OF COVER 15' OR LESS. /"''/ IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. SPECIFICATION REFERENCE SPECIFICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS 1V00 V DOT ROAD AND BRIDGE STANDARDS INSTALL . O F PIPE CULVERTS AND S T 0 R M SEWERS SPECIFICATION REFERENCE RGaO AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 105 302 GENERAL NOTES REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 REVISION DATE 302 502 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 107.0t 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 DSB-1 PB-1 NO PROJECTION OF PIPE ARCH ABOVE GROUND LINE PS-1 TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE I TOP OF FILL -GROUND LINE J- //J JJJ/ rrrrrrrr --.N-• J/J/ /J/ rr rr � N rr rrC, - I/JJ JJJ rr rr x EARTH d'JJJ II Jr ` EARTH Fr _ w IfI n MATERIAL BEDDING Zv I4 / n / MATERIAL MIN, B/4 BEDDING MIN. B/ ROCK OR MIN. B/4 )K X: 36" MINIMUM OR 0,25 TIMES THE SPAN OF THE BOX CULVERT FOUNDATION BEDDING THICKNESS TYPE tb) 4" FOR H < 10' NORMAL EARTH 6" FOR H 2 10' ROCK 1" PER FOOT OF H, MAX, 8" AS SPECIFIED ON THE PLANS SOFT & YIELDING OR AS DIRECTED BY THE ENGINEER x SS MATERIAL �S XX UNYIELDING PER SOIL X S X I' OF H MIN. 8". FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX.24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE ARCH PROJECTION ABOVE GROUND LINE MIN, 1.5 x S MIN. 1.5 x S� MIN. 1.5 x S I L_MIN• 1.5 x S MIN. 1.5 x S MIN. 1.5 x S rno nc cll I tc- TOP OF FILL /STOP OF FILL - rr rrrr S S �7:� r/r/L MIN, 6/4 - 1 MIN. ai tl w +., t t • r_w. ,' BEDDING t/2" PER ROCK OR BEDDING EARTH MATERIAL 1" OF H UNYIELDING MIN, 8/4 MATERIAL X X MIN. 8" COIL MAX. 24 FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTE. SECTION 302 OF THE. ROAD AND BRIDGE SPECIFICATIONS. CLASS i BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FOR GENREAL NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES BEDDING, SHEET 107.00. SPECIFICATIONS, REGULAR BACKFILL MATERIAL IN ACCORDANCE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS T BACKFILL. rr WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, EMBANKMENT IFICATION ERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, MANHOLE AND JUNCTION BOX xvocrr e ROAD AND BRIDGE STANDARDS 00T ROAD AND BRIDGE STANDARDS INSTALLATION OF PIPE CULVERTS AND STORM j�ly SEWER PIPE ARCH BEDDING AND BACKFILL SPECIFICATION SPECIFICATION REFERENCE 302 302 REVISION DATE SHEET 1 OF 1 SHEET 3 OF 4 REVISION DATE 302 f 303 303 106,15 107.03 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION BEDDING MATERIAL WHICHEVER IS GREATER. BOX CULVERT SPAN INCLUDES THICKNESS OF THE WALLS AND IS BASED ON THE SPAN OF A SINGLE BARREL WHEN THERE ARE MULTIPLE BARRELS. / GROUND J LINE EARTH OR ROCK H- HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. T ATI FOR NORMAL EARTH FOUND ON BEDD ING MATERIAL IN ACCORDANCE WITH FOR PRECAST AND CAST IN PLACE BOX CULVERT b - 6" ® SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR ROCK FOUNDATION FOR PRECAST BOX CULVERT b - I/a" PER 12" OF H 6" MIN., 24" MAX, CLASS I BACKFILL MATERIAL IN ACCORDANCE m0qWITH FOR CAST IN PLACE BOX CULVERT b-DEPTH AS SHOWN SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ON PLANS OR WHERE NO BEDDING IS SPECIFIED BOTTOM SLAB TO BE KEYED INTO EXISTING ROCK FOUNDATION. FOR SOFT YIELDING OR OTHERWISE UNSUITABLE FOUNDATION! FOR PRECAST AND CAST IN PLACE BOX CULVERT ® EMBANKMENT b • DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. INSTALLATION OF BOX CULVERT BEDDING ��IDOT AND BACKFILL METHOD ''All ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 4 OF 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 107.04 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P�T H OF Alan G. Franklin Lic. No. 35326 W 0 07-06-22 LILON AL KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 0 24 18 - FINAL PLAN SUBMITTAL 4/ / 04/04/17 - SRC COMMENTS SHEET OF76 TURN LANE ol EASTBOUND LANE (5' PAVED) 12' EX. 4.5' MIN. WESTBOUND FORESLOPE LANE 2' MIN. MILL & OVERLAY 2" SM-12.5A 4" BM-25 9" VDOT #21A MAINTAIN EX. CROWN (OR MATCH EXISTING) MILL &OVERLAY EXISTING LANE WITH 2" SM-9.5A t.- EX% 2.00% 5.00°0/ 3;1 � � r •1 •` T•t- F.• f (, 1 1 Y >>.f,. I % •`t �.:1 i.Y ; .:'., I' j •. y t �. J ;t.: i J f f, t•`. ;L. ' r. J ;f• F, '' M i. f T•7;• I ` r', .• . ,�. r r•. • •<•,f i )r''t. r >. r•t`•.f .t „Y f.. %`•c I f.,• ,r.�r ` 4• t `r- t •t..., t.. t r•x -t f - y✓ v r _t r M ,•J r V is G�'' , .'�,:,.: f �. 'i • ; / �:., F �:�,.�:��..:.may-��<S<�./,ry.�'�.,.....�::.� <,\\�� � �: ``S \�{�:,. ��,.�.v �� , , �,' ,�� • � 44 TIE TO EX. GRADE A ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION 6 TYPICAL SECTION N.T.S. O FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. 2.58' VDOT STD. CG-7 12' EX. EASTBOUND LANE 24' OR WESTBOUND LEFT 12' EASTBOUND THROUGH LANE 6' TURN LANE ol PLUS 12' EASTBOUND RIGHT TURN LANE TURF SHOULDER 12' EX. WESTBOUND LANE 2" SM-12.5A 2' MIN. MILL & OVERLAY Fg"BM-25 VDOT 1A C PAVEMENT WIDENING (VDOT WP-2) E VDOT GENERAL & TRAFFIC CONTROL NOTES MAINTAIN EX. CROWN MILL & OVERLAY EXISTING LANE WITH 2" SM-9.5A (OR MATCH EXISTING) 2.00% B � ROUTE 250 IMPROVEMENTS DOUBLE LANE ADDITION §-,) TYPICAL SECTION N.T.S. CO-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSt F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (PLONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN WHEN 10' O�RL,TH �� E IN STANDARDS CAN BE MADE AT 7. rRHEN COMBINATIONS MOUNTABLE CURB AND GUTTER 6 USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED VDOT SPECIFICATION PEEE CENATIION ROAD AND BRIDGE STANDARDS COMBINATION 4" CURB AND GUTTER SHEET 1 OF 1 I REVISION DATE 105 201.04 VIRGIN IA DEPARTMENT OF TRANSPORTATION 502 VDOT STD. CG-7 DETAIL :-* EXISTING/PROPOSED TREE, TYP. -, 3' MIN. E , T MIN 11 2' f--mil 10, /P,� 2' MIN. MIN. TIE TO EX. GRADE VDOT STD. HR-1, TYPE 3, OR RAILING WHERE REQUIRED (SEE NOTES BELOW) emu;.<711 � � .0% 3:1 SLOPE, TYP. (2:1 MAX .. 3:1 SLOPE, TYP. (2:1 MAX) �Y .;;%�.•. �!!..'� /� 2" SM-9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF 6" VDOT #21A STONE BASE PREVAILING EXISTING GRADE COMPACTED SUBGRADE NOTES: 1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES OF THE PATH. 2. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES, WALLS, FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS. 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A PHYSICAL BARRIER SUCH AS RAILING (HR-1, TYPE III) OR CHAIN LINK FENCE IS REQUIRED IN THE FOLLOWING SITUATIONS. • SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER • SLOPES 3:1 OR STEEPER, WITH A DROP OF 6 FEET OR GREATER • SLOPES 3:1 OR STEEPER, ADJACENT TO A PARALLEL WATER HAZARD OR OTHER OBVIOUS HAZARD LG:: SHARED USE PATH DETAIL S-073 N.T.S. DETAIL Page 611-54 September 2019 Typical Traffic Control Lane Closure on a Two -Larne Roadway Using Flaggers (l Egure...�..... < } NO ,, Guidance: 1. Sign spacing distance should be 350-500' where the posted speed limit is 45 rnph or less, and 500'-800' where the posted speed limit is greater than 45 nnph. 2. Care should be exercised when establishing the limits oJ'the work zone to insure rna rimunc possible sight distance in advance oj'the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 611-3. Generally speaking, motorists should have a clear line ofsight from the graphic flagger symbol sign to the flogger. 3. 20 ttnath autefficaeriff lie Hoorn �i 11"flo�uua 'orrErfr7tctra on rn tsio.lrane rocrrltivci r .tine nrcirtnznrrix flkriN Standard: 4 P+lxf�ible.Tempo atyRuiitStrilZa:(P`F1ZS)shall.,E>t1seSnotedzn.S�4it�rn6F.t 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 6H-5). 6, All faggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.1 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8 A.f Q 1W21 V ltl) sngn'. may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flager station. or queued traffic. Guidance: 9. !J'the queue oJ'trtfJic reaches the BE PREP,4RED TO STOP (FV3-4) sign then the signs, and iJ'used the PTRS'should be readjusted at greater distances. 10. Wien a highway -rail crossing exists within or upstreani of the transition area and it is anticipated that quentes resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure 7TC-S6 for additional information on highway -rail crossings). Standard: It. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13, For Low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flaager, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). Standard.' 14. Vlikii,use z, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUNIBLF STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 4/1/2015 2: Revision 2 - 91U2019 September 2019 rrnage ,3Lanadras. 4) All materials to be used in current and future right of way will be tested as stated in the VDOT Manual of Instructions available under VDOT Material Division for placement and required testing and intervals. Also VDOT inspector will also be available to answer questions or concerns and visit site as requested to review. 5) All traffic control will be per the latest edition of the Virginia Work Area Protection Manual or per the approved Maintenance of Traffic plan sheets provided by the developers engineer and approved prior to job going to construction. The contractor will have available at all times a certified person at a minimum with Basic Traffic Control Certification and for more advanced traffic control an individual with an Intermediate Traffic Control Certification would be preferred for more complex layouts. Allowable work hours will be reviewed when permitted if not referred to in the approved Ian set. pp P 6) All structures (DI'S) and cross pipe to have backfill testing and will need to reference structure number as referred to on the plan showing profile and depth and location of test. 7) All CD's and UD's to be inspected prior to covering, 8) All fill areas shall have backfill material from an approved source or a tested on site source and all testing reports for this material will need to be attached to the backfill density reports and a profile will need to be available with depth and location, 9) CBR test results will need to be made available for review and approval and an in the field sub - grade inspection by VDOT inspector prior to placement of any base stone. Subgrade density reports will also need to be available or test occurring the same day VDOT Inspector is on site. 10) Base stone will need to be inspected and depth checked prior to placement of any asphalt being placed. Also third party inspection reports will need to be available for review. Reports to be made available would be Roller Patterns and Density per the VDOT Manual of Instructions. 11) Concrete Testing is to be performed per VDOT Road and Bridge Specifications. 12) Signage locations to be marked prior to permanent installation. And pavement markings to be sketched out on asphalt with heavy chalk or lightly marked with white paint prior to placement of permanent markings. 13) WP-2 standard to be on plan set for all commercial entrances and will also he put in permit if not on plan set. 14) Replacement of all raised traffic markers and pavement markings that are disturbed during construction will be replaced or pavement markings refreshed for tie in back to existing road alignment from road improvements. 15) All existing VDOT signage impacted by road improvements will be reviewed prior to removal for temporary storage or temporarily located as required, but will not be removed by contractor until VDOT inspector has reviewed. Certain storage requirements for signage are required due to the reflective sheeting. Do not store signs face down or sheeting to sheeting. DETAIL Lane Closure on a Two -.Lane Roadway Using Flaggers .q . i S�E!I�tc3Tl✓ 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 oas ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS DETAIL G20-2 (V) iFtsi€:ttitka - 500 + 50' -100, - 80' - 120' SHADOW VEHICLE REQUIRED E311FI~Eri 50, - 100' Page 611-55 uw20-7 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com lee PATH OF /'A' Alan G. Franklin Lic. No. 35326 UJ 0 07-06-22 .. NAB KEY ISSUED: 03-07-22 SCALE: AS SHOWN REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 4�8'OFY8"RCP @ 3,73% Pf-IONEPBDEGTAL � � FIBER OPTIC POST � YELLOW STRIPED it GORE LIMITS OF ASPHALT MILL & OVERLAY, TYP ITCH INV. 370,66 45 'EL ADJUS APRON AS DRAIEWA Y POS 11 It it it RESIDENTIAL LEC POLE & it it YeL '~ \ ~'. - ~' �M7 .~ / \ \ C) �\ T���` ��f�.��� ^/r// /~/�/ /"� uu V \ R. ������������������������}��� /�l' .x. ^�/ "°~����" " , �,,r,��,x^/�~u~/ � \ / / \` `���) \ LU ` - FIBER OPTIC � U] U) POST \ . / ` LU ` \ Z 011B) it RESIDENTIAL R. GREGORYMAGRUDER R. GREGORY MAGRUDER RESIDENTIAL RESIDENTIAL \ \ � \ \ ` \ \ � \ � \ \ � \ \ \ \ \ � | \ \ ----------� \ \ \ \ \ \ � \ ` �-----.�--- PA|NTSTR|P|NG \ - - ' \ \ ATENDOF \ PARKING \ . " ZONE \ \ ` \ \ / | | \ \ ����r ��� ^^a� /���~/v R. y��J�y������� \ '«` ��^�^~^^��'� ^ "v����'^^��~^~/^ ' / ! ���� \ | �[C����l�����/ m�^- D8, ���' ��, 17�� '� � | \ � \ \ | L- | / ___� / � | / ` \ \ | \ � K�AT'����| |�J�� - SEE SHEET 13 U��K� �������U^|^�� ���� U U � ���" " Franklin . �-�-, �~��» Civil and Site Plan Engineering 427Cranberry Lane Crozet, VA22S32 434-531-5544 o|an@a|anhankUnpe.00m KEY 1 12 |���U�R' ��-O�-�� .^^^^=��^. v� =" "�� SCALE: 1o��O' �����' � �� ��P�|�|/��J�' ^~^-"'^^^�^^"^�' D706/22-PLANNER & PARKS COMM. 03/07/22-FOR SITE PLAN APPROVAL U2/D7/20-COUNTY COMMENTS 08001S-VDOT/COCOMMENTS U3/27/19-VODT/ACGA/COCOMMENTS 1001/19-VOOT6ACS/VCOCOMMENTS 04/24/18' FINAL PLAN SUBMITTAL 0404/17-SRC COMMENTS Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 = F`ss / o NAB 06 U W � � Q z CD O = � � J > z m_� Q w ZU) D =Q� p � z w O LJL L � J � m n > J w N J Q Z LL ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET MOR OF :BM SETIMON. ,[ "LEV, 881.60 i i t i i I i i 175' TO CENTER OF MOOSE LANE - DITCH SINGLE WHITE STRIPE ......................................... . IW I Z I < I I w I O O \ �--- __.............- — — — — c�SIGN0 PAVED `\ L LIMITS OF ASPHALT SIGN ----- MILL & OVERLAY, TYP 0 200' TURN LANE 6.5 jVP f CONC. WALK 5' 8-(F _.- W 872. 00 — INV, 369,48 l i i i i ' �. -----'` ------ :i it I * NOTE: THE 70' WIDE RESERVATION ZONE AND 30' WIDE LANDSCAPE BUF�ER ARE HEREBY RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON DE AND OF THE COUNTY THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THE RESPONSIBILITY OF THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPT S IT. 63.8 LF OF ./0fQ CP @ 2.67,E I ..... .....—_........... U.B. ROUTE 250 (55 MPH) 66' R.O.W. DOUBLE YELLOW STRIPE 17-CH YELLOW §RIPED GORE .................. ........................ - --- -- ---- � __-........................................................................................................_........... .......... ......... .........._ - -- - ....... 200f TAPER BEGIN 720' TRANSITIO 12'+ -67 NP> 6.5' <NP> CONC. WALK 5' C&-6,SYP' / LV I I-bZ5" 7 / 5,952 SF L LOT 1-64 7,062 SF I I� I 5' REAR SETBACK, TYP. CHLINE — SEE SHEET 15 I I I 1Ql 5LOF 1 5" 40 80' !!1efP @ 4.70%0 F I .}r..� N V y �. V. .tf.! I / \ I -.. FIBER OPTIC \ / ` POST DITCH 18� SIGN _..........__ .._. _................ �Il — — - \ ----- ---------�.. -----------------28+00 ;1f r j F f i i i t f f r f i rr r 1101 HATCHED AREA RESERVED r j i j i ( i t j f r r f r r f j FOR FUTURE RIGHT-OF-WAY ' it f is j fr ( ? - DEDICATION UPON DEMAND r r( r r r r r r s r i r r ��� r r i r ' f i r f r ! ,-' ` OF COUNTY f r f r r f f f r r f r ``Ir ff f if if Jf '1 Sf rf !f i t Is / !J V r i r j r r ( f !f i f 1 f ! fr r is si 1 r f S �` f i f r ! f r ! ( � INGRESS i;Y!'�kS.. a�E� f j r I J it ! f �5 FOR d p,{_� [{ �q p} 4�' r r t f r 7 f rt`4I`Sdi�13f�3i Pf.€...!`id'8 i,-.i jI r ; r r r ,' i LANE & CU BPIA LANE r r r (C. B. 56'0; PO 6 1 9) i r f f r ` ir ' f BLOCK I' ! STA. 20+92.20; 33.50' RIGHT = ;ll CENTER OF CUL DE SAC r TERRAPIN TRACE f f f ' I f SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. AMENITY SPACE Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com -f H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 4Q, NAB KEY ;.. <a_•a-: ��w .�w; tad' �. �\� ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 Y"4 . ........... 11 PHONE PED. II- - - - - - - - - - - - - - - - - - - - - - - - LIMITS OF ASPHALT --MILL- & 0 V E R LAY, GYP INV. DOUBLE YELLOW STRIPE YELLOW STRIPED E PA VED . . . . . . . . . . . . . . . 49110 LF OF 15f' CIP Cq) 4,71% 2'+ -------------------- ------------I TEMPORARY CONSTRUCTION EASEMENT OR LETTER OF PERMISSION FROM OWNER OF TMP 80-58A TO BE AQUIRED PRIOR TO CONSTRUCTION --- — — — — Z Z RA LIMITS OF NEW PAVEMENT, TYP INGRESSIEGRESS FASFMFNT FOR HFA VFNI..Y LAN�'.-'& C(Jh48R1A LANE (D,8. 560, PG 619) . .............. .............. X, -At, TMP 80-53 COSGROVE RESIDENTIAL DBa 28211 P� 505 0 TMP 80-54A ....................... . ........... TODD COSGROVE RESIDENTIAL DB. 3998, P. 409 DB. 1701, P. 672 . . ......... .................. D8. 354, P, 399 ...................... . .... 0 ....... ........................ . ..... L .......................... . ........... 0 x-------------- ------------- ------------ x 00 1/0 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF Alan G. Franklin Lic. No. 35326 10 07-06-22 4 , Fss 1A0 N A U KEY 9 1 ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 rij kim w u 10, 20' 40' 801w r U) Lu w U) I z t.. . .... . .... TMP 79D-14 TMP 79D-15 _j TMP 79D-13 R. GREGORYMAGRUDER R. GREGORY MAGRUDER R. GREGORY MAGRUDER RESIDENTIAL IRESIDENTIAL RESIDENTIAL nn 0 4 DB. 368., P. 175 DB, 368, P175 TMP 79D-12 0 R. GREGORY MAGRUDER RESIDENTIAL DB368, P. 175 5,956 SF FOOTPRINT SHOWN 8,000 SF MAXIMUM ------------ NOTE: ------ PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND . ....... . ........ MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE ROADS/ALLEYS. 1 ZENITY SPACE ................ 5,956 SF FOOTPRINT SHOWN 8,000 SF MAXI IV UM _!m wo g-E-TBACK. 51 A Ty TOWNHOUSES W/ SHARED PARKING IN CONGREGATE LOT W/ EASEMENT D.B.5619 P.506-529 Sh ; am mg�lmw - tK, - f Y_P 771 TY mow fBA K,• 5 REAR SE mm Now" FF 20' I r TYP mm STA�9,8.QQ = BOC END CATTAILfaOUR WALL N---" MODULAR BL ' VDOT RETAINING WALL STD. HR-1 (4- MAX HT) ',VD0T STD cdi' CROSS -LOT SHARED - PARKING & PEDESTRIAN FAqFMFN1T (HATr.H) --------- ----- ............ ------------------ - ---------- ....... . ........ . ..... . ........ . ................ . .............. .. . ..... . .... ......... ........ .... .. . ............... ......... .. .............. --------- - ------ ....... ----------- ___ ..... . ..... ------------_ BLOCK E 4 ----- ----- _J ----Awns= - - ---- ... . ...... "Ift llama -------- -- ..... . ....... . .......... ................ . ......... . ...... . ..... ....... --- ------- . ............. ..... ..... . J I T-Tr— ..... . ........ . ............... . .............. k ---------- - - j i ------- ---- ------ ............ . ............... ........ . . . . . . . - - --------- T1`77 ------ - ------- - ---------- T) - -- --- -------- ------- - ------- - -- J- --- - ----- - --- ... ---- - ----- - -------- --- & ------ ---- - ------- . ........... --- - ----- ----------------- - ....... 1111ftftft ... --------- ------------ co in 101 K C 423 TYP. LjOT G-13 ,991 SF LOT G-14 1,900 SF LOT G-15 1,900 SF ' `CO, I CK. r ' B SOCK F MATCHLIN SEE S EET 16 dan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H Alan G. Franklin Lic. No. 35326 07-06-22 0 N A L ISSUED: 03-07-22 SCALE: 111 = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02107/20 - COUNTY COMMENTS 08109/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET I MATCHLINE - SEE SH`ET 10 -' ; 'MAGRUDER M G .1 E SINGLE FAMILY DETACHED � RESIDENCE W/ 2 CAR GARAGE ENTIAL 2 APRON SPACES, TYP. . 175 � 1 loom OWN Ammo--ol.w0m.. v*__. NOTE: ! PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE ROADS/ALLEYS. 4.b i i ih BLOCK G TOWNHOUSES W/ SHARED PARKING IN CONGREGATE LOT W/ EASEMENT D.B.5619 AMENITY P.506-529 5,956 SF FOOTPRINT SHOWN SPACE 8,000 SF MAXIMUM 1 �1' TYP LOT G-16 1,900 SF 1 — `- REA _ LOT G-17 / TggC 1,900 SF Y �- J -� / LOT G-18 �__.____.. �y '�- SFILul LOT G-19Tv- 2,991 1 ?NSTEET ARKIN <>>> REQUIRED FOR PARK i m 11 71 � LOT I-1 w �� �I LOT I-2 P s,' 6,825 SF 1 10,.\��,\\_ \�\ L�__ l II 11 1 11 LOT I-3 , ....�:\ ... ::...:::::::....:::.:.:.. , , \....................... -:. - .. , -RAMP TYP maw 35'R x TD. HR\7\ ------- P / ___ ...........:.......................... ............. ........:::: ___ ....: Ems...- _ r 0 .. r f _$ NP> C• wgCK 5 it l I " —_1 '( III _ O_ SE VDOT R.O.W. \ SPACE - _ I NT S �1 BMP G1 \ I - eK *ALL MODULAR BLOCK q 10' SECTION OF \` ..E,TAI.NING WALLS TO BE /I 1 J (� n< MiN-M t 1 . ED AND MAINTAINED 1 ,VDOT STD CG-7 w/ I SPEC •. LOT J-34 TRANSITIONS BY THE`HJA I 11 6,856 SF `` 11 CONTECH BRIDGECOFZ yLOT J-35 !NGLE RADIUS / 6 856 SF / a '"� II I' _ 7 rl f STEEL ARCH SPAN ON CONCRETE ,man I r II I/ LOT J-36 l STRIP FOOTINGS, OR E064,L `-�' (28'-10" SPAN X T-5" RISE'.:X'90' -3"L) 1 II Q U 11 6,856 SF / l MODULAR BLOCK HEAD400 WALLS I' EXPANDED VDOT R.O.W. TYP. '. .;�. , __ w l( � Q co " LOT J-37 Lu 6,856 SF BLOC 1 66 STREAK ' II --� WPO STREAM I MJFFF \ / A% * ETB ` _�qCK, TyP — PRECAST CONCRETE BOX CULVERT LN WITH MODULAR BLOCK HEAD/WING ;: WALLS _ (8' SPAN X 4' RISE X 75' L) INV. IN 349.00 INV. OUT 348.00 COMMUNITY PARK x TO BE DEDICATED TO THE COUNTY OF ALBEMARLEwoo FOR PUBLIC USE AS A PUBLIC PARK ' MATCHLINE -SEE SHEET 16 ' r Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �P0 H OF' /. Alan G. Franklin Lic. No. 35326 0 07-06-22 'Y LONAL ISSUED: 03-07-2 2 SCALE: III 201 REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 14 /f(7�aaNll� oF7e /1 GONG LL NEW 04 w Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com "PST H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 = . F`ss / o NAB ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 /MATCHLINE = �EE S 13 F,l A C K I: ::..:.:... i _...: Q , 5 I............j..... . j................. _ .__ ..........................:..E .....E,........:.,E�..:.............................................................a.............................................j. , D f E: I ( \ s x> .......... t 4--------------------------- Alp-. 'RINT SHOW I CO/VC VIUM 'i VAkk � F ��- 10, \ E FRO_._.NT S`BAC STOP EP / K Y SIGN E.. P 63 35'RPE 1 LIM SIGN I.... ,< 45 �- .j ...........................................: ..................................:......... ............................... ......... ................................ ........ .................................. ..... ............................................... ................................................. I Q LOT H-1 3 1 5,094 SF / r a t STA. 23+79.66 LAZY BRANCH LANE _/ f SPAN OF STA. 25+74.92 STEAMER DR I ; ; l STREAM r r7. m w o 1 l v� 40'I I rr II LOT H-2* TYP \ / I �} x 4 000 SF 6' ASPHALT Cam` _ � •� �� �` 1 l �, r,,r rr TRAIL x 160' WFTI.AND /\— i rr 5 N-STREET PARKING _ 1` ED FOR PARK REQUIRED / x: gf 5' 11 / PAINTSTRIPING - AT START OF t PARKING ZONE / ' X / ' I Z� VDOT STD. CG-6, TYP / BMP H1 ,L VDOT STD. \\.\ • CG-96 TYP SPEED 1LIMIT SIGN /✓ MATCHLINE — SEE SHEET 4 a AMENITY � . /, : SPACE STREAM Xkx ON -STREET PARKING - REQUIRED FOR PARK __--- PAINTSTRIPING AT START OF PARKING ZONE S TRFA — X - A- ` r r r- DOG PARyC� r 1 1 MATCHLINE —SEE-8HEET 18 + Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P\_T H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 = LONAL ISSUED: 03-07-22 SCALE: 13l 20 REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET gl(vlc:?_� PK OF 76 , i i 4.FAF1.ti TRAIL arsr rc�ervza VDOT STD CG-7 W/ TRANSITIONS --AMENITY ' _ SPACE S I'REAM t CENTER OF CUL DE SAC \ MOSSY ROCK ROAD — VDOT STD. CG-6, TYP HATCHED AREA RESERVED FOR FUTURE RIGHT-OF-WAY DEDICATION UPON DEMAND OF COUNTY Jan Franklin PE, LLt Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.cam PVT H OF o ... v Alan G. Franklin -;a Lic. No. 35326 0 07-06-22 4 F`sS / o NAB ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 9I�Ql��A #-?\ 0F 76 BLOCK H i I EXPANDED VDOT R.O.W. VDOT STD. HR-1 WALL J MODULAR �� BLOCK RETAINING WALL (Y MAX HT) kIL ANDED )T R.O.W. :CAST CONCRETE BOX CULVERT STREM H MODULAR BLOCK HEAD/WING \ WALLS COMMUNITY PARK (6' SPAN X 4' RISE X 70' L) NTSTRIPING INV. IN 349.00 TO BE DEDICATED TO THE COUNTY OF ALBEMARLE �fI� OF f r INV. OUT 348.00 1 11,4G'Z'NE FOR PUBLIC USE AS A PUBLIC VDOT \OD!!AR BLOCK (SEE SHEET, ~ E STD H A , f , R 1 R i'A}N W \ (10' MAX I-}� ; WALL K AMENITY SPACE /, A? LOT J-2 / `\ 5,892 SF 120' / \� 40' LOT J-3 6,164 SF � o LOT J-4 / \\ 63' 45. 5,582 SF 10, A is "�•� \ / / / / j / LOT J-29 4,520 SF Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF t,, / .o v U11 RR wmm.' � Lic. No. 35326 W .0 07-06-22 4 F`ss / o NAB ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS' 10/01/19 - VDOT/ACSA/CO COMMENTS, 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS WE'O STREAM B4)FE/: R \ + / DOGPARK + + j - + / �- DOG PARK / + A- / +� A /� /amm man 11 miss Now r,O / WF10 STREAM � BuFrEp�.. BLOCK J COMMUNITY PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE Ole FOR PUBLIC USE AS A PUBLIC PARK (SEE SHEET 69) 8,432 SF FOOTPRINT SHOWN AMENITY / 13,000 SF MAXIMUM :, SPACE -} 6 ASPHALT 1" \ / TRAIL ETLAN......... S TRf*-_AM WE'TLAlQ1 ........... 1 0, � STREAM ......... . 1 CT LOT J-22 cn 63' 1 5,103 SF 1 ° m 45 LOT J-23 Q 1 m 1 5,272 SF 1 40' 1 °v �1 wq�k 1 ` LOT J-13 4,449 SF 8,432 SF FOOTPRINT SHOWN 13,000 SF MAXIMUM I I'\- - \ 10, \ CONC. WALK NPR CONC <NP> LOT J-14 1 ' f LOT J-16 4,463 SF I1 6,625 SF 1 1 0' LOT J-15 m m 6,980 SF 1 Lu 0 1 1 1 I 1 SETBACK 8,432 SF FOOTPRINT SHOWN — �. 13,000 SF MAXIMUM 1► 1 \1 � 1 1 1 1 , 1 A'y p • '� AMENITY SPACE Pn V z V / VDOT STD. CG-6, TYP \ STA. 35+73.39; 33.50' RIGHT = / CENTER OF CUL DE SAC LAZY BRANCH LANE M — —HATCHED AREA RESERVED / PIEDMONT NEIGHBORHOODS L FOR FUTURE RIGHT-OF-WAY RESIDENTIAL DEDICATION UPON DEMAND OF COUNTY ' P. / /DB. 4192, P. 124 VILLA/TOWNHOUSE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. (GUEST PARKING PROVIDED ON LOT) � f MA 0—7 BETTYMcCLANAHAN RESIDENTIAL O o 1184, PO 718 f � I If tr Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �D'O H OF ' i'/ Alan G. Franklin Lic. No. 35326 w 0 07-06-22 . C9 IN NAB ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS ►Ian Franklin PE, LLC ............................................... ... .............................................. :................................................ P ................................................. ................................................. .................................................. OPOSED ................................................. ................................................. ................................................. .......................................... ........................................................ ................................................. ........................ ......................... ................ ................................ .................................... ............. ................................................. ................................................ 390 �- WEST EAST G DE 390 __-_ __-_ _____ ____ ____ ___- ____ _____ ____ ____Z-— ,-665'SIGHILIL��l-EFL-iI�lE'iij_ __-_ ____ __-_ ____ ____ ____ ____ ____ ___- ____ —___ S 380 - 3.5' _ --- - 380 J �, - Z BUTTERFIELD LANE DECISION Z POINT O ..................................... i z z 360 360 w W w W ............................................. .................................................... ................................................. .................................... .............. ........... ....................................... :................................................ ................................................................................................... .:................................................ ................................................. :.................................................................................................. ............................................... ..:.................................................................................................. ................................................. :................................................. ................................................ .................................... ............. :................................................. .................... ............................ :................................................. :................................................. ................................................ :................................................. :................................................. .............................. .................. :................................................ :................................................................................ .................. A...............................................................................................................................................:................................................ 3+00 2+00 +00 0+00 1+00 2+00 3+00 SIGHT LINEPROFILE _ ROUTE 2 0/ ITT IE LA SIGHT LIP SCALE: 1"=20' H; 1"=10' V 3.5' TARGET ____ ____ ____ ___,_. — -.__ 665'SIGHTLINELEFT{60MPH)�- -- — ____ ___ _ _ __.. — _ _ ___ __® _ W 380 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................................................................................................... 0 380 Q z O 370 : ............................I'-.. Q 3 0 z 1= 3 6 0 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................................................................................................................................................... 360 U w w ..................................................................................................'.................................................................................................................................................................................................... ..................................................................................:.................................................:.................................................:.................................................:.................................................:................................................................................................... :................................................. 1................................................ cn 7+00 6+00 6+00 +00 SIGHT LINEPROFILE - 20/ ITT IEL LA - LEFT SCALE: 1 "=20' H; 1 "=10' V ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 390 ..... . W ____ -___ ___ ____ ____ ____ ____ T -_ _ ___ ____ ____ ____ _ __ T � ___ 3.5 fAR ET Q z O 370 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Q �� . 70 Z i= 360 . O U W W ........................................................................................................................................................................................................................................................ ........................................................................................................................................................................................................ ............................................... ................................................. ............................................. ... ................................................. ................................................. ................ .................. ............................................................... ....................................................................................... ........... 4+00 6+00 6+00 7+0 E PROFILE _ ROUTE 250/BUTTERFIELD L - RIGHT SCALE: 1 "=20' H; 1 "=10' V f i1 SIGHT �. LE-..-- RTE 250 LEFT TURN INTO RV _. � Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PVT H OF Alan G. Franklin Lic. No. 35326 07-06-22 . LONAL 06 T w V L � Q O v rr— J Z ry CL O �..� � W > Z 00 w Z z C) D <.< p r C), C) W J Z O O � Q z w U Q m Lu C/) ® Q W ry F— W U) Z aC Z LL KEY ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 0F 76 WON we] WE im EXISTING GRAD /3. 3.5':: TARGET ROU E 250 LAZY BRANCH LN-- PR GRADE POSED PL�-®�� 280' S T—N&RAGI`fL(�� TERRAPIN DECIS LAN ON POINT ---------- 3.5'TARGET 014 � Ulm wo wo W11 imc im m /—+UU 'I +uu u+uu 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN ST SIDE) SCALE: 1"=20'H; 1"=10'V Z+uu 1+uu 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (EAST S I DE) SCALE: I"=20'H; 1"=10'V areff 3.5'TARGE ................................... -P RFIELD LN CUL DE SA — RIG 21301 ----------- 280'SIGHT I -I E LEFT (25 H)35 3.5' ARGPT — — — — — — — — — — �PROPCSED CREEKSIDE GRADE DRIVE DECISION POINT 3+00 Z+uu 1+00 0+00 SIGHT LINEPROFILE - MOSSY ROCK RD/TERRAPIN TRACE SCALE: 1"=20'H; 1"=I0'V 2+uu 1 +100 0+00 SIGHT LINE PROFILE - MEANDER WAY/BUTTERFIELD LANE SCALE: 1"=20'H; 1"=10'V i I IRMITI we] W11 ow ow KWITE ► an Franklin PE, LL Civil and Site Plan Engineering 427 Cranberry Lane Crozet, 434-531-5544 alan@alanfranklinpe.com �p_T H 0 Alan G. Franklin Lic. No, 35326 07-06-22 4,.j 0 N A L 06 U) ui W � LL LL (D O U) < 0'_V (D In _0 0C uj 0 >J Z 120 w z U) D 0 C� 0 n J Z 0 O z w c) A< m Lij a_ w 1-- w U) z z 11 KEY ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02107/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 Jan Franklin PE, LLc 3+00 +00 1+00 0+00 SIGHT LINE PROFILE - BUTTERFIELD LANE/LAZY BRANCH LN f a 91 31 31 me E m 3+00 +00 1+00 0+00 m m El 3+00 2+00 1+00 0+00 SIGHT LIME PROFILE m STEAMER DRIVE/LAZY BRANCH L SCALE: 1 "=20' H; 1 "=10' V =1111 W1 3 a IM im WE Mi7 Km we] mf 1 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com NO H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 4 NAB KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET PVI STA = 11+10 PVI ELEV = 379.73 390 • OM 370 Corsi 350 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V ALL FILL; MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND STRUCTURES WITHIN THE RIGHT -OF WAY SHALL CONSIST OF TYPE I SELECT; MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD 3 AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE L.P. ELEV = 353.85 UNIFORM LIFTS NOT Ex/ 390 18+45.92 MAXIMUM DRY DENSITY AS DETERMINED BY VTM-1 PVI STA = 18+30 PVI ELEV = 353.00 A.D. = 5.20 — 26.51 K - :co 380 137.90' vc (9 DESIGN SPEED = 25 MPH w Z_ (� :w J W of i N EXISTING GRADE ........................0O0 ::c0 J i> i� Z W 370 +' M :PROPOSED GRADE m Vw � `m qZ L� €N Q W U i > tl i L11 W `— '> 6i iJ ca i + J Z '• i i (L :w a) Z i i i i i Q Q ,U. .360 — m r O - :IL ci� O U ,. � U350 ry i Q oW > 3340 ....................................... ......................................................................... .......................................... ................................................ It 00 �`� �; b;� � m b;� l b;� MiN N c~o N:N � CO b � �; Sri; �i � co �:� �€ ?o rti �:� �i � O:� �! b: �n � �n � Ln �:� �:� b b;d h;d b b;c�i �:Ln c� Ln c�,�n c�,Ln c�,U) b,in c�,un b:ch Ln bid � Un � �n b Ln ;c') ;M ;M ;cf) ;M ;C•7 ;M ;ch ................................................. ...............................................� ................................................................................................,....................................................................................................................................................................................................,.................................................,................................................................................................ 17 00 18+00 :................................................................................................................................................: : 19+00 : i % O 350 BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 10+00 11+00 12+00 13+00 14+00 15+00 MEANDER WAY (PUBLIC) PROFILE SCALE: 1 "=20' H; 1 "=10' V 390 ••' 370 . �' 350 1• a �0 IN 10 ►Ian Franklin PE, LLc Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 F`ss / o NAB KEY ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS' 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 iw H.P. ELEV = 377.86 11+70 PVI STA = 11+70 ALL HILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND _ PVI ELEV = 379.16 _ i L.P. ELEV = 369.63 STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL; CONSIST OF TYPE I _ I A.D. - -8.00 L.P. STA = 14 61.61 SELECT MATERIAL AS DEFINED IN :SECTION 207 OF THE 2016 VDOT ROAD PVI STA = 14+35 AND BRIDGE SPECI F ICATIONS AND MUST BE PL ACED IN SUCC SSIVE F A _ I K - 16.25 _ PVI ELEV68.56 O 4OO UNIFORM LIFTS-NOEXC-EEDtNG $-AND 60MPATED T4 95%-QF T E�OI ' I 30:0' V pip-= �© rn 4OO MAXIMUM DRY DENSITY AS DETERMINED BY VTNj-1 DESIGN SPEED = 25 MPH K = 26.65 160.0' VC w a Z O cfl EXISTING' GRADE cfl I DESIGN SPEED � 25 MPH > iY w Q 390 o � PROPOS11D GRADE � m �; ul Z :w -' :Z Z 390 M :� m N 1. i U > i> w �- > > w u� �n ti : : !� : w °O 00 N W W W Wi r co; t co �: O! J W of :¢ J W _ + O r 7 L > J W J - _ --- --- - - --- --- c- U >; } u, ter,: LL � m J + o LJ � c7 W O �� - - ---- W: r W :J W U W 380 380 - _ _Lu:Ed ca - O o d' __- ° /o ' _�_ _ :F- o Q �- - -- 4.00 r ¢ _q 00° /o ; - -- o > i� w . Z - h > _ - -.___ a im . f - / cn . c� i � w ' - - -- 0 2.00 /o 2.00% -2.00% -2.0 7 3 0 . . : - - _ _ - :< 3 7 0 � Li W1. z J Wf W Q U i �' �� `A U O io O �- U i. :� 0 W o Z q cn O 4] I- .: �: � <. f f F- U O rn + J U� H ►- I- to O H-(n (i. O f. ' - 6 3 0 f- f- O 0 - r W ,- O W L ' i- F- O W o fi I- C1 W - - _ - � . _ -- - - 360 >� ;w >� Q� U 350 350 <hC° C7 o: �� O0 �� N�° �� O r 11) M <r �: N; Orn O C'i �co to C'ii Oc+� O:c� o0 °O N; N Moo to N; d:rn O �:cfl C') o Pico of u� �!co t\i r t\:� cVcs7 c- �cii t\;� : C7 bco In O:co W �` colt M N� ON O� r MM c0 O� : c0 N� O ��° N <r� CO o0 O N� d �`� oo c0:'d d M� O t�:N 8 t�iM t� M t�;� cOi� c0:� r' r � mir op:r cp:r cp:r pp:r cpir I �:cD t�;�n t\;d �i t�:C0 I�:cM R t�:N Ni t\:r I�iO o �:0 of t\:O Ott �; O:O �i� nii O:m Ni �t0 �i Ot0 O:r O'er �t� nii O:� �ii O:�-13 c fir M M cv� Mir M;r' M :M :C7 :M :M :C7 Mir :C7 c.);r :M Mir Mir co :(7 Mir` M M;r Mil` Mi~ col c.�ir tM fir (7 �:r M t � � M:O M O : M€: :m Mi0 Mi0 :co Mlr M€� :co c2:r Mir c2:r c.�:r :(0 c7: M :M :(7 :C7 :C7 :M :C7 ;c7 ;(7 ;M ;M ;co tc7 :M :M :m :co 10+00 11+00 12+00 13+00 14+00 15+00 16+00 m 3 3 3 3 3 TERRAPIN TRACE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V • PVI STA = 20+90 PVI ELEV = 387.61 A.D. = -2.25 L.P. ELEV = 370.54 K - 22.22 ¢ U) L.P. STA = 17+01.70 50.0' VC oo, w _PVI STA = 17f8o -- DESIGN S!?EED = 25-MPH--------- PVI ELEV = 368.24 rn U L.P. ELEV = 370.91 O U M O L.P. STA = 16+65 A.D. = 8.25 K = 36.85 > L j PVI STA = 16+50 Cfl 304.0' VC 0 00 w w PVI ELEV = 370.31 i i i i DESIGN SPEED = 25 MPH I i o - _: N OO - • K 15 00 : _ :r € - : N : : . ... ....I... cy) : W i € i i i : j W N W N �- �...: . . I' N>_ ia, +O 90.0VC : r: N o N _ , '� N W N o- DESIGN SPEED = 2Q MPH u W w rn r I¢-Z '~ w. p ch s : w W N -� i I i i i i i - . ' i '. :�---- !!1 W ! : °..............................................................................................._................................................:..............................................._i................................................:........................................,................................................ 90 z w co �- > i U i �o / _ -- - 390 3 _ 390 �: . w w EXISTING GRADS w � ``' > • m _ € ai PfOPOSED GRADE w � i w o O € c. U _�� O J O U- U �w -_ 25% 00 �M wrnQ 6 - : + U I j vp cfl W N ? > + r i • i i i : i : : i i i i _ i 80 ..................._.: . ---.. i • ............................................. ...... 1.................... CONTECH BRIDGCOR SINGLE RADIUS STEEL ARCH SPAN : Q W ' : 3UO 380 i n W �' ii p 80 ON CONCRETE STRIP FOOTINGS; OR EQUAL : w j � w 28'-10" SPAN X T-5" RISE ` Q a ' :( ) U;` o Q U >° D z MO ULAR BLOCK HEAD/WING WALLS TYP. `o �. r . O -4.00 703 o l :....... ....�., :. .:.... .. ..: ...... ...:. .: f . 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O : : :ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKM';ENTS, AND 36O 360 Q 360 b w :STRUCTURES WITHIN THE RIGHT-OF-WAYSHALL CONSIST OF TYPE I �- SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD TOP OF FOOTER AND BRIDGE SPECIFICATIONS AND MUST �E PLACED IN aUCCESSIVE ELEV. 358.00 ;UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO. 95% OF THE SOIL'S MAXIMUM DRY DENSITY ASDETERMINED BY VTM-1 5 :................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .................................................i................................................................................................................................................._:.................................................................................................i....................................................................................................................................................................... ,... 3 5 ;... 350 350 r d.i0 cord >� Oid Oi0 Nir c�:cn Oid dim N `Y coins coin coin O:"t op:o� dsd porn � d cV:� M om►• N`M h`O O `� Oi �' Mi`- rti� � N �oiN co o Mi CO t` O •tn iuf •t� •O c? :cq :� •r � •"R c0 O •N •d r � N " •r O °0 _: •"7 •� �- •c1 •O <ri �i rr nii nii N: �: �: N: hi adi N; poi aii �: ri: h ai? Ni <r! �o` �d? of o N: �: o: aii co ooi o0 O cp:0 co:0 coi0 coi0 co:� co:T co€`- co:N co:M (o:M O:d �:� �:� ^:� cO: �:O cO: - �:� Oid O � O:O o�:r O:°O O: co �: �:� �:� O:O O:O O O r Mir M:r M:r Mir Mir M€r Mir Mir Mir M:r M:r Mir Mir co:r M:r M: M:m 00 Mid M:oo c�:m M:oo M:°O a: r �;r c') M r Mir M:r cO: M m :co :co :M :c7 :C7 :co :co :M :C'7 :co :m :('7 :M :C7 :M :M :M :co :M :C7 :C'7 :m :m co :C'') :C'7 :C'') : !C'7 . . . . . . : . 17+00 18+00 19+00 20+00 21+00 16+00 17+00 TERRAPIN TRACE (PUBLIC) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 390 • ' • 370 360 350 O H.P. ELEV = 375.71 CATTAIL COURT (PRIVATE) PROFILE; STA. 15+80 - END SCALE: 1 "=20' H; 1 "=10' V �400 1 rI :tom- b-r/_x-=-=r'4+yr L.P. LEV = 360.43 �VI STA = 14+9Q LO L.P.1 STA = 10+49 PVI ELEV = 376. I1 r- PVI I STA = 10+66 A.D. = -8.00 Q PVI FLEV = 359.75 K = 12.50 E_ D�=--6.00 1o0:o` v C� o K= 17.00 102.0' DESI N SPEED = 2 MPH W M 11 W 41 VC EXISTING GRADE O + r- 4 O + r d: Z > DESIGN SPEED = 20 M H PROPOSED i GRADE r o'' r r "� I I _ _ w J _w > tL Z r U nn r r � - _- W-- ----�---- --- _ -- - w I_ o J + M � - __-- _ _ _-- _ -4.00°o T - - - CD _ � �I-- _ _ o Z w a ___T--�- � w - - ¢ --__ _-4.0D �5 cn _ - _- - - -------- dJ 2 00% `; - , ' ,''', - ALL_1=1LL_M�TERIAL_SU.PP�ORTING ROAQ�1lAYS EMBANKMENTS,_AN , f 1 STRUCTURES WITHIN TH� RIGHT-OF-WAY SHALL CONSIST OF TYPE ` " I t <' - SELECT Mt TERIAL AS DEFINED IN SECT ION 207 OF TH 2O16 VDOT ROAD ,< 'I AND BRIDE SPECIFICAI IONS AND MUST BE PLACED N SUCCESSIVE _ - \-- UNIFORM 41FTS NOT EXCEEDING 8" ANC COMPACTED TO 95% OF TH SOIL'S MAXIMUM pRY DENSITY S DETERMINED BY VTM-1 %r nip b� O 't rro h� oo NLO CO �ciO b� Nr d �O �� �� d �O b� x-rn r- �� b� r- d o b� - oo- O tiN �o� d t� .N �o� � Nr cf) _q. �� c,)r M kiT7 �� c')t �� cow V_r 0� �� �� t"t- �� �o� �� tc) _Q �o� 00� C7 aim �n� -t -: �� �� r %� � NO �r V_� I� <r� �r M� Lq h �� Mr M �� MT c- �� �r O od �� MLO r o6 �� car M ;� Nr cfl oo IS) �� �LO cfl �� M d �� � N� r tci �� co rr � �M �co �cr, Mco �M �M �� �m �co �M �co �M Mco Mco �M Mm CO Mm M� c`iM Mco �co MM Mm co �M MM �M Mce) 10+00 11+00 CATTAIL COURT (PRIVATE) PROFILE; STA. 10+00 - 15+80 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 M • •M 370 350 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com -ww\\�,' T H OF . . ,. L�10-) ? O Alan G. Franklin � Lic. No. 35326 w -- 0 070622 . <r�S C I s 0 Al. E .N . 0 =, (D < � z U � O J > m � N > Z W Z) �. z W 0� J O Z< w J � m � J w _ a J Q Z LL KEY V ) W LJL 0 a 0 9< ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19-VD 0 COMMENTSI 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS PVI STA 10+49 L.P. ELEV = 357.57 H.P. ELEV = 362.70 PVI ELEV = 373.24 L.P. STA = 13+87.96 H.P. STA 15+93 PVI STA 13+73 PVI STA = 15+86 A.D. = -4.11 PVI ELEV = 353.45 K = 12.17 A.D. = 11.11 PVI ELEV = 364.10 50.01 VC K = 27.01 A.D. = -9.00 DESIGN SPEED 25 MPH K = 14.00 :-300-.0!-V CD co +C) DESIGN SPEED =25 MPH DESIGN:SPEED = 25 MPH 0 j uj > w WEL > Lu co EXISTING GRADE LAB am + PROPOSED GRAD�-- ai; 010 M LID 370 co > cm 370 X, <x wx LI xx w wILLLI w cf) II ci 360; u) 360 LU w U) p 0' XA' + 5; w >❑P 00 aI- o Z w Z 0 0 CD C) 0 C) Lq ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND wo ci u) U) 0 w Z 350 C) + LLI S-TRUaTURES-W4-THIN-THE-THIN-OF-WAY--.SHALL-CONSIS-T-OF-7F-YRE-1 u) r) 0 350 C) + C�D w SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD 0 w w LO ui 11 wAND BRIDGESPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE > > Z Z FL 0 UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S (D w Lij U) 0 MAXIMUM DRY DENSITY AS DETERMINED OY VTM-1 > w Z w w Z 340 340 T Z :gym d 330: 10 :00 LO tr�: CD tr�: (D :00 (61 c! cl 7 c6ia� •�6ilp i "t c6iN Csiq CD cq CO (q -11 -q C) %: CD t 1 Lq (D L,.,! IP (D L -!J"� r": CO c� CO Lq "t 13� CD OR "Zt: C) r C'� IN: 00 CO CO d CA �pn:: C6 'Zo r- �6 :m )!(N :0 CID (.0 r, r- 1- (0 (0 LID c (0 (0 (0 c (D (D m ILD m w LO LO qj :00 LO 1, 1, LO LO r, LO r, LO W tn %1 4: co LO 0) LO m LO (D W cq (0 CIA C14 W cq (D r (D N ce) co co co co ce) cf) ce) co cf) ce) co c) cf) c) m c) co c) c) c) co c) m ce) m co m c) m m 10+00 11+00 12+00 13+00 14+00 15+00 16+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; I"=IO'V W11 Me] 330 RON • L Of 350 L.P. ELEV = 345.01 1 M - - / A . - - VI STA = 21+1 P I ELEV = 343.14 A.D. = 7.50 u) K = 26.67 w 9nn rin, vr ❑ DES] EXIS ING GRADE Lr C) PROPOSED GRADE cc cl� 0 C) C) (0 u) > IL 0 w -T- F- T- + CD + (6 ILL @) > w CC Or uj -4.00% EL a_ w C cc + 0 ci� W C\ a. I.- w 3.50% x K.. Z 04 x o 0 U 0 ri I I .0 ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND 0i-- I.- U) 0 W :0 STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL I CONSIST OF 7PEI >1 0 0 SELECT MATERIAL A, S DEFINED IN iSECTION 207 9F THE 2016 VqOT ROAD 01w 0 w ow AND RIDGE SPECIFICATIONS ANY MUST BE PLACED IN SUCCESSIVE > > UNIFORM LIFTS NOT EXCEEDING 8" AND COMPA�TED TO 95% F THE SOIL'S r MAXIMUM DRY III ITY AS DETERMINED BY VTf -1 c! Lq ---t ii"� 0) c! Lr� r-: 10� Lc) "r Mrt c) cq "t Lc) Lq 't (Z) r-: "t d (3� 't Mgt Lq r-: Lo IR q k) (.0 C'� ly� L'r' M (q 0) (Z c) QO ( CDP 0) 00 P- fl- u') w LID LO LO 't LO co u') m L 0 cq LO c') LO 0 LID 0) 't CD 00 (0 Zt It '10 w ;1- LO t) It "I m It Zq� LO It "�10 LO ZZ) LO u) (0 Zql� w It IZ Z) rl- I '"It) CID 't �Ilt) �"t) CO m co m co m co co co co m co co co V) co co m m co co c m co co co co co m 170 co m 17+00 18+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 16+60 - END SCALE: I"=20'H; 1"=10'V L.P. ELEV = 360.27 1 D Q-rA OQ7Q PVI STA = P+36 co PVI ELEV = 59.72 CO C) A.D. 4. 0 coQ0 11 W Z K = 37. O 148.00'\(C cfl> C) w w -w 7-i or- -w ESIGN SPEED = 25 MPH Tq(c M __I- Z (.0 N > w LL T- > Z W cf) EXIST( NG GRADE > a- w E CO wZ > > w PROPOSED GRADE JIM cf) < w LL 0 Z 9 CO Wo -3.00% w 0- �00% &�.o tE-TO- PHASE 1 III F ROAD p 00 ry ALL FILL MATERIAL STRUCTURES Sull-l-011 WITHIN THE ROADW IGHT-OF YS, EMBANKMENTS, SHALL CONSIST AND OF OF TYPE T 6 F-U) �- SELECT MAT �ERIALAS DEFI ED IN SECTION 207OFTHE 17) 0 AND BRIDGEISPECIFICATI UNI-FORM-LIFTS-NO-r-EXCE NS AND MUST D G-8--- -qOMPAGTED-T BE PLACED IN �016VDOTII SUCCESSIVE Ow 950-OF-T OIL'S- > 17- MAXIMUM DRY DENSITY AS DETERMINED 0 MO co NN c) c� C� 't NO 'q: �� co q '-� - LO (p a IN k) '-t % CD c) n0 C? C) c. C) f-- c! Q C) O IP QO C) (0 co co co co (0 c) co (0 co (0 co (0 co (D 1:1) (D co (D m (D m 23+00 24+00 19+00 20+00 390 380 380 370 370 360 360 350 350 VILLAGE PARK AVE (PUBLIC) - CONTINUATION OF PHASE 1 VILLAGE AVE PROFILE SCALE: 1"=20'H; I"=IO'V O 21+00 ERMOWWAMWIMMOT11 22+00 370 360 350 340 330 23+00 I L. . STA = 25+19.115 I P I STA = 24+54. P I ELEV = 315, 7 A.D. = 5.50 K = 37.09 cf) 204.00'VC 01 (.0 Z DESI N SPEED = 2r, MPH 00 (0 w CID Z 11 -1 ci� c\1 (0 . (0 cq 6 .< (0 _j > w W L0 (0 + CO m cf) m x _j W Z W NLu --w- e- w =- Z Z �> -j EXIST I NG GRADE -j w w ..m 4 r� < PROP SED GRADE + C-0 Lc) _j 11 LL Z 04 0 Lr 4. 0 U) U) 0' 2- TIE TO EI\1D PHASE 1 OF ROAD @ N 1 -'-----��- STA. 23+ STRUCTURES WITHIN THE RIGHT-OF-WA SHALL CONSIST OF TYPE I (Uwn) �- I -- SELECT MATERIAL AS DEFINED IN SECT( C N 207 OF THE 0 16 VDOT RO�D 0 uj AND BRIDGE SPECIFICATIqNS AND MUST PLACED BE INISUCCESSIVE 0 p > UNIFORM Ill NOT EXCE�DING 8" AND COMPACTED T 95-Yo OF THE OIL MAXIMUM DRY DENSITY Ag I DETERMINED ':BY VTM-1 cq Lc) C) cf) q. 0) LO -T- 00 00 IN t CID a- -D cf) Ii (3� V) c) ir" cy� L0 CO L IN (0 co to MO c) (D MO (0 MO MO c) (0 m c) co co m cf) cf) m c) 24+00 25+00 STEAMER DRIVE (PUBLIC) - CONTINUATION FROM PHASE 1 PROFILE SCALE: 1"=20'H; 1"=I0'V 26+00 W0111 • 370 360 350 Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com III Jill,,, 1111IIIII'lill I I'H OF Alan G. Franklin Lic. No. 35326 LQ 0 07-06-22 41 ASS /ONAL am ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 -COUNTY COMMENTS 08/ 9 19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS 370 360 350 340 3 3 3 3 3 3 3 3 WW, 3 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 24+00 25+00 26+00 27+00 28+00 29+00 -AZY BRANCH LANE PROFILE; STA. 23+00 - 29+80 'CALE: 1 "=20' H; 1 "=10' V 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LAZY BRANCH LANE PROFILE; STA. 29+80 - END SCALE: 1 "=20' H; 1 "=10' V W Ef 0 0 370 360 350 340 �71 AI iff 71 aI aI al ru ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932. 434-531-5544 alan@alanfranklinpe.com H OF U y Alan G. Franklin Lic. No. 35326 0 07-06-22 = , F`ss / o G NAB W F n w + / Z (D � J � O m N i- W Z Cn :D Q O = U �-- W O ry � Q � W � m Q W I— U) J Q Z LL KEY • • ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 ►Ian Franklin PE, LLt Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �P\-T H OF !� Alan G. Franklin Lic. No. 35326 ,a 0 07-06-22 Z F`sS / o NAB KEY 35 30 ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET f r F"? 111 co 4 00 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22032 434-531-5544 alan@alanfranklinpe.com P\,T H OF 2 j v Alan G. Franklin Elf 70 Lic. No. 35326 W .0 07-06-22 1-ki . 0 N A L 06 n ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET (M1�i� �Ilo�ob2 of 76 Jan Franklin PE, LLc Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �P_IH OF cj Alan G. Franklin Lic. No. 35326 0 07-06-22 F`ss / o NA1- KEY 27`. .. .\�: 30 2.,. ��� to \ x a� ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 \_\ — OH11 E — 04 --i OHE — 04 - OHE -- O N M -5 NC6' WILMER N E RESIDENTIAL F OHE OHE GHEE �HE OHE OHE \\ OHE OHE - ' OHE — OHE — E3HI= — OHE - 'y ` OHE OHE OHE_— �H - — y OHE `- - 't ; it OHE — OHE =`` OHE ONE OHE - OHE s�� OHE _. - - OHE OHE OHE OHE \. _._._ RESIN _.... _ _.... _ i _..... _ ..._..... ......_. _.._.._..... _.._.._. _ 7 r _ram .. I f I I f i• f ILL.) _...._ - - - -- -----j -� G ` - _... _... _. .. - _...._... i \. \. FA,SO4FNT FOR HFA VFM,,Y � \\ t f (>D.8, 560, PO 619) • f } /+ i f i3I j ......... .......... hrj I i _ r f f \\\ ( J \ f /I \ f t 1 r 1i ' '• I t � ° I / i/ r .... ..... _...: ...._.._ r f ' f i r , ...... _ 1+--- / ' --- OSG \ _..._ f RESIDENTIAL Z,/ \ �\. . 1 if I , i r , / RESIN N t f i` �\ l t E r t / 1 i i r i — r � •r % j l fill, 0-0 F � , \\ i i 1 ........ ... i . f _.. Jan Franklin PE, LLt Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PST H OF Alan G. Franklin Lie. No. 35326 w 0 07-06-22 NAB KEY 27 ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 If ! It I NOTE: REFERENCE APPROVED WPO 201E�00017 Fbk EROSION & ' SEDIMENT,CONTROL PLAN, STORMWATERNANAGEMENT PLAN, AND STReAM BUFFER MITIGAT1 NPLAN,"" It If It ;7 ` '` I i I /MATCHLINE - EE SHEET 27 . .......... . . .......... _j 0 10, 20100, 200� 3: U) F w -------- ------- w . . ........... ... ........ ..... U) . ...... . ..... Z .. ...... . ... .... TMP 7-14 TMP 79D-15 MAGRUDER 0 -108 k-GRUDER X, _RES NTIAL .RESIDENTIAL RESIDENTIAL lit, Di3.--368., P. 175 ........ ....... DB. 368, P, 175 DB, 368, P. 175 . . . ............. ------ Tmp AD-12 - ------ GREGOOMAGRUDER 0 ....... ------- RESI ENTIAL 0 DB,,, 3 8;, P. 175 D.B.5619 P.506-529 SWM/BMP FOREST/OPEN . ...... . ....... . ........... .......... - ------- _SPACE EA§EME 20'DRAINAGE EASEMENT, TYP. Moe . ....... .. . ... . ....... . . ... ............ (PRIVATE) vif. .. . ...... ......... ........ ....... . . ....... 00—pffil* x P�506-529-_\ if JflV -------- ILL-, 71 yV' wow" 2 7 -Lz, X'i 2L4 7 77 7NJ J 4 ......... P.506-529 _E —/3 .0 "/BMP - f77 -6-00 3 FOR ST�QF + 5.)0 EMENT ............ 84E F7 ........ . ........... . ... Li 3 5-6 376.00 SPACE EAS .......... -5, jt 7 ... ....... ............. --- - ----- - - --------- --V --- ----- -- --- ------ - --- --- -- ------ 51, 4\z W. . ...... . �'Z ) COW - ...... . ... er m LIN MATCH E \• ...... SEE Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF L /1p Alan G. Franklin Lic. No. 35326 07-06-22 1/10 N A U ISSUED: 03-07-22 SCALE: 111 = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02107/20 - COUNTY COMMENTS 08/09119 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET �}/�d�� OF 76 f r A; x�x 2 7' 1 a:' T Aw v / x 3F: uIi f j -S' V i I 1 LLI 1 Z I=L � U \ f I co75 Q WM +\ SS i \ +t Yf i yJ` , r i � S D .\ S \ r e ` N 1 \ < \ s i t ; Y. s 2 , +e AR BL K t y -max \ <t RE 2-1 \ TAINI WALL , ;," ♦, ' .� ,.T �. f, .,;'/ , 12 MAX HT _ t , SD / `� � :� �`r�(l'��,, y,� � ' r6 t(• �y f r; f it -. p„ : ,. , \ y 1 2M2.\. \ ♦il f �� p � ♦cl '_ `y�:F .t `^� r `"Y�•ie �.. f. ; f ,� . 1 l k � � , �~�',, ''/ ��', ` \ , �. `tF- :r`� X i�.`l %`:"- i ��,-'`•'si t '\ \ f% ,1 ;1 ri %'.::,--•_ I �#�:� 8 � ;,�`!, .;, ,, ,, ,�:; ' -£`:. :Y'tJ1yt',y<.7r 'F' , •b�•�:� f/'f \ .\ ' r. ``,, .`t ;i 1 t f �i'• ACS S \ i r'.:, ' r. -._l, i '•l^ K ': i A S• , I \ 5/811 WATER;5t, 2J1 `' , �a..� - �P,f�-�q -%,-, / - METER (WM) TYP. ` ' ' f r� '�'\♦ '\/ B-4..■P �l\\ ! , , �aa%' �..);2t 1 //'J �;' \.. ii- If f ff._. `+ 14r r jtpF iT rt •+ `- ` - ♦ P\ '\ i �` i Sri'` '%%`.%'_ - ,f •-,MJ _ —! �Y' +l `�' •M'ii ...%j%. r.,' 't , "1 �%' f1 "li f iA : FILVC EA a ', I rJ ;f ,r 1 \ r ;t, • j "r j� I MENT, TYP. r r' \/' , ', \ , / +` / +\, ,''. % '•t:b:,i.a:t.�:%;i , �` LOT J-34 I1 , LATERAL, TYP. :7f_ "eess 6,856 SF f ` - 29 -35 6 85 S F r LOT J- \ moo ; , 6,856 S L 1" TYPE K OPPER I I it 1l .. WATER SERVICE, TYR i, ,L r f' ` ; r I ,�,� \\ _ _. f; 1 r% f iil fir` r• i - • . - .,,li I!'`! 28' DRAINAGE % ;; LOT J-37 EASEMENT, TYP. r f! � ,. 6,856 SF 1 (PUBLIC) ' X �, I 't /' r �:.�, f,_ D.B.5619 •' %' , t ?too z3s 1 Y- :1 f — ........... -f -\ P.506 529 .. 1 . `r -:f / / Y' i r _ - Loc .. f B J / / Y .-r B F SWM/ MP FACILITY t 3 6 % , f `j r l i \ i i r "1 r! /. \. t � AINTENANCE i \ f. - f 1 C T i' r \ .. i. P �f T _ � .x.. � ;, SWM/BMP `=%"�-�-'_,. �F EASEMEN \ r Y 2 / 3 FOREST/OPEN f 1• \J 1 / 7 \ i _ \ "\, �:• R P 3 , % I i• �r � r fJ °t B </ r� r -:, SWM MP 56 9 / 1 t / SPACE EASEMENT t r t: 2 1 r S S P'- `'`.._.--�\- D.B.5619 ._ FO ES O E \ r R T/ P \ •t � B r'rv`t SWM MP _ - b tF , \ J '-FORI=ST/OPEN FOREST/OPEN 5 6 529 SPACE EASEMENT' \ .,_,.. � , ;_,�_: {�3) _ _. '`f 1 f _ / / \ i �r .6.561 i �. SP ACE PACE EASEMENT ,�a ✓. J s 1 .i 1 SPACE EAS E M E ..- ,., � <>xxx:.:.x:....:..:::.:.::.:::....: �--'--' 9 -f J `J � , 1 r C :. -S i \ r y' \ r D.6.5619 \ x , 3 ........................ ........................ ...........:........... `5 18 \ ,. � rr k- / F`. — \ , % 7a ' .529 :/ DB 6 9 �. \\ 506 529 _.. .�.. '\ 36 r y 'f 1 :. i \ ti I r! 506`�529 SWM/B,MP FACILITY \ ( i ice` //• MAINT ' NANCE SWM/BMP FACILITY .. ; r ~`: t j' LOT F-7 62.33 £11i€4pi— £ i ., i .� EASEMENT % \ X� f ° E MAINTENAN 7 F / 1 : h 24471 SF LOT F 8\• EASEMENT .. �' "''-•a_ r PUBLIC ` r i _i J f% ( ) /. 1 .F 6 .83 364.001,640/ ,+r Y• _/ _ �C ~/` Y , SF � ...r ,, � /. PUBLIC \ ~•-.,. v'Y x..,`., x `_-.,; ,- •. -__1 .r J �, J % `, COMMUNITY M N I TY \. -; ;,., 391. - MU PARK. FFE 363.50 - �•�--._.� I D ;-. .,.. l r ''LOT F 9 �~---'_ !. `t+ z.:.::::::::_,. "�(-t ( '�� D.B. 1 � /. � � .=- ",., _. /� yr (i � / :� � z \ ;v r 1 6 0 SF �C. -` k \ LOT F-10 xx.:>.x:•;;:;; .>:.>:.><>>::;::;::;:::z::' \ \ ' t, J - � TO BE DEDICATED TO THE COUNTY OF ALBEMARLE P.506 529 FFE 36 .00 LOT F-11 $ . 1,640 SF\ zx:»::>::x:>.>.•xxx: - r:' .: r y/�>ty,py FOR PUBLIC USE AS A PUBLIC PAR + r .., STREAM 3"xL::./'413.%fi -�FFE 362.50 FFE 362.50 � � 1 i � � ,r �:� irtf��' ` ' %� _ r ; :_. < i, \ F. '� `\� ; +'t' f Y'� MATCHLINE SEE SHEET 34 ..�. ; Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF I/,/� U _ � Alan G. Franklin 70 Lic. No. 35326 W .0 07-06-22 4. LONAL � ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS, 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET of 76 LOT I-6 �' �' �� "� /:i "•''t // \ �,^� 5,767 SF yrl '. ✓f I ( \ vA /`.! \\I� / UJV1P LOT I-5 lf` i � (R10-FIL FEB) Al i I r 5,767 SF ;�'.; -,, ,=/' �,.��{`'�• �� ;1([{Y���{yj J � i � �',; `7f--=• � --�"P fl �- Vie; ,f � �?Ev U S'=•`�['j:Yr��,S— i� KN1 i X s,f 2Uf i r - -, / ;!r !/! �`. i�..r f�d� �`v''•��'i �7,Ys"•`'-`T�z�r \,`J �� J .� t /- li .a �� •I .r j' 1 i •� 1,� Y.Yfy�iii cy \\/' r { LLr T J' �i— �` ~ 1 � • i! f �.� r°�,�` f f� �.�v�' �Y�-4y �� A`3�, � .. .% / / / 1t j• `l UY'1 `r �' ```\ N r"`t5}.� y'^s#,,h,���,Sr`.h,:i,.,"F�,�? 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ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 + --14�, "I CAN V T F-X ,i ,/' C / t f' i' t + t•. 2 _ d :v O -a. MATCHLINE EE SHEET 2 �-- S 3 ; .Jr �. INLET <; / , '.,r)' <1` �1f f' _ ., , 20 DRAINAGE 1\. \ ._........ �.' ��•` ,t �,. -...7IiTa- I--. I��.I. —=1,.�,�-----, —:—/�11 \\ —\ —_,AI --- ,f EASEMENT ' _,.c.. _.-..J ...,--_:.,��--, ,' ;� � _ , -, , .... ,.. _.. i% / %' / /./:_......L-.� .i♦., ,,\ +�/ f,,, < art ..---" ,1 , `f ,; k\ , ,,.>z r`:7--:"' �- ..., �:�,� :G.�.1.1:/�:a::�.fG...t..... ,1, r- -,- -. �/�j/--- ., a ! 1'.-/ _ ` TYP. r:: .,. _;,---. _�. 4%,,. - _.,-r:,' ; '/.- ::;+:' f f i�" ,ice r .,. `r":. 4 if, f.>. �.>r' \ /. f ��i / v •. / _ r` h s ................::::::.. - ,', f.. D. 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I % „ / / lf.. t' / f / f / \ / \' f 2- f r• .: r' ~ 1 i y. \ r / ; :..::::. 1.` ?- SW BMP / :�,:/ rf SPAN OF >C, ,r ., / / _ - /�,,/-/ i f / X. � REST/OPEN ' STREAM /i ;` i ' i \ � SPACE SWM/B�l P FACILITY / ; ,"� %%%'rf 7 /` / NOTE: - I / , ' �/ \'`' EASEMENT MAI TENANCE / -- 1 %�% =-'`11 ( rr ' f ` REFERENCE APPROVED WPO 2018-000,17 FOR EROSION & -- ( = i � : ` ! ^; / i` , fJ i.5619 EASEMENT l r %� "/ ,/ j •r; > PEDIMENT CONTROL PLAN STORMWXTER MANAGEMENT PLAN j 111" �;' Y-,- �> P.50 -529 B.5619 f �', ./ : ' :2 �% `- </`` f /` I ! X' / ,�` µ /P.506-529 'AND STREAM BUFFER MITIGATI�3N PLAN. i' ff // 11i ;t f 1�1 I ; . , / " � If > , i_ \ <<' \ - / % / , x ARRY ' �E,t f f '%Y .( f f' ' t , / %' /� 1 J f_::� f` - , ./ ,,I /._._.-- , •' / ,%' .% 6' ASPHALT i I I% ;t OND l0 \/ Y / ,f \. / D•,,._,_„V %%�' ,rf` TRAIL .- i It 2G1 ` ` . % rC I I 11, / Z, 1.1f . / -; WFTLAND—, .. ;;�`�,-,`�/ -- - .... �� . i. -1- -J " " ? // j( ' / _ (/.{ . �, .\,, ,,++e� , , rr*. ... 1. 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'r, , , ..'-"';� f i f f f f% F t` f.� r ;� ..\ f 3- ` <T� r%t l,.''/ r"` i'. t i `t L,J 'f„i J .i / :'I , ,, % /- -,�,, �� f .f. ,. !/ / i / (;' / ^8f j r`y�k "'✓ x r> f } j C } �✓ ` i ' '(.t l f /: f f-. .w. \ , i 1 11 ,��,,,, 11 r` f \\`l: .�I t !Se' 2 f-r-- ,�'itf / `� (� 1 / -, --.-...—... ..,--,.. ,.. \ I`` E / I�(f' 1: \ .>(3;'4 x r , f4 'x }a k /,,.}� ',c f' , �> �� , / / , T -... ,11 11 \11 / r i'` Y / , /r.�;fi:��/>n.N`fr�'(j� 1`�". ,✓,.@, .� i. }f i , '�.\\f . J(ft tY �� �>,• i! , "�..\ `',\ f ,I .I a\ r..: >„\ / :. I.?l""'"',y., ir- �- / ` t `J.� t ' 1 .Y) f i,r fi'/ :r ....\ l'r11 `'1 - ;'` ✓ T. '<. /` / r it r;'' :'. t '� %�, r /�� + .� , f \ r: / . . r / t -''�y C`L' `' f'/ �r - FOREST/OPEN , /; -, -i,,'i /` SWM/BMP ,t r ..,,,,,,-_ /i 1 i ,`, \ // l t-';,.'i�:- .� / ', SPACE EASEMENT �`'� �, 11 �/ j` frif. f,:G,, 11 _ __ } .>..,.. / , �" / ``''`_.._.. -.._ _ P.5Q6-529 - i ( :/ / r , d / \ ` / x. BiO Fib T�: f � X , `� 't .. _t *Y, /y ?' f ECM P ht1 G'i: E.S S `• 1'`> % i' / i/ % '/ \ %/, , --- )( ----'-, j ', 2 A - ..,,^ , \ '. / f ,//`, \ \ ..I ,,`i,� ). t /j-, _-i x.D A A"'iR....€"4fKI if,..f•f' f / ✓' „I :,' -, ../,.... %� t `� 11 1. 1. \11 W`!` ,y>_ ,t t i 3 ,• ,J,-- y , i , g/ 'f , `1 \ l,'t i--3 i� ~, / �\ /, f ) ,t tf 1. _J'?' if' J// ' j \ i i ,,Riv naaVil-1= t y: — f` </ \ 1j" A 1. _.... /j: / , ' [ .y , lr -... . ,'1.>r lr Y 3 1t h , L'\• l i ., r 113V / - 11- --- - 1 20' D 'r AGE >i, /' ,E, 1S5ME , -./ ! Nap- TYP. 506-529 / f' .1:' .iii,%/f%/ i, / I./ . / / i `\ �1—, I . 17i// 11 1 .I l -',/;i fif,�,.:' - �c';~j-'ram'-- •-:_,_ / / / ` \ \l `: j1 , f ,.�:l..l i ; X,.) " ram" -- / i`, t Q� � 1. — I \; : /,0:X.Y I/ . .11 / , :i,l .W ".1, .,�", I / 11\1, i i 1."\ i. / / , 'T_ / , / 1 c1 , f ; MATCHLINE — ��E SH 36 —§ _.,._. ;, i , Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com "PVT H OF I/ NZ�0 �10 C �� s /, 0 U y Alan G. Franklin of � Lic. No. 35326 W • 0 07-06-22 1--/ Fss / O �,cj .NAB. =W �= (D a z U) zV 4< (.9 Q () 10� n O j � � co� J � N > I— Z Q O � I Q U 06 a z w (D 0� 0� Z O z Q r-) H 2 g <t w J � m (D 0- J .a w N �- LL. U) J Q Z LL ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET c�/l()/,�—)— D— M OIq2 OF 76 4 'r r' jft.y 11 SID / \ t:. i-••.. -.•� �,�-�+{' �J ! N iq j 11 1 MATCHLIN 1 SHE T 3 it ! 4i1 6' ASP H !T I TRAIL:1� Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF U y Alan G. Franklin Lic. No. 35326 0 07-06-22 . .. NAB 06 F ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 35 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PSI H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 . o NAB KEY ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET t) IQ OF 76 c i If _j ,LS T J-12 ACSA §S MH EXTEND EX./411 LQ'TJ-17 1*�r'5, 3,3 1-8-17 . .... .. FFE 357.50 LOT J-1 3 RivannaVil,7.1-5 PVC SAN. 4,,/520 SF 4,449 SF LATERAL FFE 361.00 FFE 358.00 LOT J-14 LOT J-116 4,463 SF t 6,625 SF FFE 358.50 LOT - 15 FFE 3,60.00 6,9810 SF 356.83 FFE 358.50 360�, 357.33 359.33 357.83 357.90 AA5 LP S D 355.75 AA3 . . . . . . . . . . AA4 .. ........ .. . ..... J7 1.".Y74 9 SWM/BMP FOREST/OPEN \SPACE EASEMENT >1 SWM/BMP FOREST/OPEN SPACE EASEMENT Da. 4301,ff. 211 DB. 419,12, P. 1�-4 .. . .... . . ... . ... .. . . . ............... ------- -------- TMPI 80-47 -------- BE71TY RESIN NTIAL it ' I I t dB. 1184, P. �18 it Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 07-06-22 4Q, LONAL KEY 27 30 ISSUED: 03-07-22 SCALE: 111 = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET /W op OF 76 L STORM STRUCTURE SCHEDULE STRUCT. STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE LENGTH ELEV. IN OUT DESCRIPTION 2A2-1 DI-36 6.0 361.54 - 355.54 170.61 LF OF 15" HDPE @ 2.03% 2A2 DI-36 8.0 358.14 352.07 351.97 . :.,..,. :: , ,.,,., , ., 1.,.. , „ 2A3 DI-3B 10.0 358.16 - 352.32 - 33.86 LF OF 15" HDP E @ 0.75% 2A2 DI-3B 8.0 358.14 362.07 351.97 62.15 LF OF 15" HDPE @ 0.75% 2A1 FES - - - 351.60 ........ >: .: _... . >: 2B3 DI-36 8.0 355.72 - 351.75 33.84 LF OF 15 HDPE @ 0 0.74 /o 2B2 DI-36 6.0 355.72 351.50 351.40 14.34 LF OF 15" HDPE @ 0.70% 2B1 FES - - - 351.30 ;:: 2C2-1 DI-3B 6.0 354.30 - 350.28 43.36 LF OF 15" HDPE @ 1.87% 2C2 DI 3G 10 0 354 20 349 47 349 37 2C4 DI-36 6.0 354.50 350.40 79.13 LF OF 15" HDPE @ 0.72% 2C3 DI-3G 8.0 354.00 349.83 349.73 34.16 LF OF 15" HDPE @ 0.75% 2C2 DI-3C 10.0 354.00 349.47 349.37 91.42 LF OF 15" HDPE @ 1.50% 2C1 FES _ 3 8 0 4 0 .. .. . ................ ,:. ,. ,... . 2D3 - DI3B 8.0 357.11 - 353.11 36.32 LF OF 15" HDPE @ 0.74% 2D2 DI-36 6.0 356.82 352.84 352.74 32.77 LF OF 15" HDPE @ 1.65% 2D1 FE S - 3 52 20 . ..::z....,.,.. :».... 2E3 - D13B 6.0 360.66 - 353.41 43.20 LF OF 15" HDPE @ 1.53% 2E2 DI-3B 6.0 360,00 352.75 352.65 54.00 LF OF 15" HDPE 0 0.83 /o 2E1 FES - - - 352.20 .... -..:> 2F3 DI-36 8.0 363.52 - 359.46 35.96 LF OF 15" HDPE @ 1.00% 2F2 DI-3B 6.0 363.76 359.10 359.00 114.54 LF OF 15" HDPE @ 1.75% 2F1 FES - - - 357.00 2G3 DI-3C 6.0 365.95 - 358.97 184.85 LF OF 15" HDPE @ 0.77% 2G2 M H-1 - 361.00 357.54 357.44 58.00 LF OF 15" HDPE @ 0.76% 2G1 FES - 357 00 ... : .. 2H2 - DI3G 8.0 358.20 _ 351.70 33.86 LF OF 15" HDPE @ 1.18% 2H1 DI-3C 6.0 358.20 351.30 351.20 71.78 LF OF 15" HDPE @ -0.88% A2 DI 3BB 10.0 359.02 351.83 350 06 re lase ex#strn f P `� m /t -1 urn rrrlet A2-3 DI-3B 8.0 64. 357.34 357.24 94.00 LF OF 15" HDPE @ 1.89% A2-2 - D13B 6.0 36 2.71 355.46 355.36 35.94 LF OF 15 HDPE 6 0 1. 7/0 A2-1 DI-3B 6.0 362.71 354.76 354.66 184.38 LF OF 15" HDPE @ 1.53% A2 DI-3BB 6.0 359.02 351.83 350.06 re lace existin mh Wcurb inlet 128.70 LF OF 36" HDPE @ 1.21% Al FES - - - 348 50 re lace exis c i tin i e i p Jpp ) :.. ...:. . . ..::... .. .. ... .... - A4 2 - DI 3B 6.0 360.60 353.85 353.75 40.58 LF OF 15" HDPE 0 0.74 /o A4-1 DI-3C 6.0 360.30 353.45 353.35 41.20 LF OF 15" HDPE @ 0.90% A4 DI-3B 6.0 360.29 352.98 352.86 convert existinc mh o c b i e t ur nl t i J ) 81.52 LF OF 24 HOPE @ 2.55 0 A3 DI-3BB 6.0 359.02 350.80 350.60 (existing to rernainJ (convert existing mh to curt) inlet) 33.63 LF OF 30" HDPE 1.30% A2 DI-3BB 6.0 359.02 350.16 350.06 (existing to rernainJ .. 213 MH-1 361.00 358.00 357.90 142.96 LF OF 12 HDPE @ 0 0.77 /o 212 MHA - 360.00 356.80 356.70 21.98 LF OF 12" HDPE @ 0.91% 211 FES - - - 356.50 .:... 2J8 - D13A - 370.64 - 367.14 167.80 LF OF '15" HDPE @ 0 0.74 /o 2J7 DI-3AA - 375.80 365.90 365.80 127.10 LF OF 15" HDPE @ 1.48% 2J6 DI-36 4.0 371.32 363.92 363.82 89.0Q O 5" LF F 1 HDPE @ ° 2.31 /° 2J5 DI-313 4.0 367.86 361.76 361.66 160.96 LF OF 15" HDPE @ 3.89% 2J4 DI-3B 4.0 361.50 355.40 355.30 65.74 LF OF 15" HDPE @ 3.12% 2J3 DI-313 6.0 360.25 353.25 353.15 35.85 LF OF 18 HDPE v 1.12 /o 2J2 - DI3B 6.0 360.00 352.75 352.65 36.95 LF OF 18" HDPE @ 0.95% 2J1 FES - - - 352.30 2J3- 1 DI3G 4.0 360.55 - 356.55 38.00 LF OF 15" HDPE @ 2.24% 2J3 DI-3B 6.0 360.25 355.70 353.16 »:: 2K6 MH-1 - 372.00 367.90 367.80 132.48 LF OF 12" HDPE @ 1.00% 2K5 MH-1 - 376.21 366.48 366.38 103.05 LF OF 12 HDPE @ 0 97 / 0 2K4 MH-1 - 375.83 365.38 365.28 181.72 LF OF 12" HDPE @ 0.99% 2K3 MH-1 - 368.91 363.48 363.38 159.48 LF OF 12" HDPE @ 2.50% 2K2 MH-1 - 363.50 359 .40 359.30 22.63 LF OF 12" HDPE @ v 3 54 /° 2K1 FES - - - 358 50 GC2 YD - 355.75 - 353.50 _.._ 132.00 LF OF 15" HDPE @ 0.75% CC2 YD - 354.76 352.51 352.41 66.00 LF OF 16" HDPE @ 1.00% CC1 FES - - - 351.75 "PVC CATCH BASIN STORM STRUCTURE SCHEDULE, CONT. STRUCT. STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE LENGTH ELEV. IN OUT DESCRIPTION 2L7 MH-1 - 382.50 379.40 379.30 112.00 LF OF 15" HDPE @ 0.75% 2L6 MH-1 - 385.00 378.46 378.36 142.76 LF OF 15" HDPE @ 2.98% 2L5 MH-1 - 380.00 3 74.10 374.00 22.66 LF OF 15 HDPE @ 8 38 ° /o 2L4 MHA - 376.00 372.10 372.00 142.96 LF OF 15" HDPE @ 5.18% 2L3 MHA - 368.50 364.60 364.50 159.48 LF OF 15" HDPE @ 3.39% 2L2 MHA - 363.00 359.10 359.00 22.14 LF OF 15 HDPE @ o 2.26 /° 2L1 FES - - - 358.50 .::... . „ , 2M13 DI-3B 10.0 374.47 - 367.12 38.84 LF OF 15" HDPE @ 3.99% 2M12 DI-3BB 10.0 374.47 365.57 365.47 50.08 LF OF 15 HDPE @ ° 6.91 /o 2M11 DI-3BB 6.0 370.86 362.01 360.06 31.84 LF OF 24" HDPE @ 1.41 % 2M10 DI-3AA 2.5 370.86 359.61 359.51 53.98 LF OF 24" HDPE @ -1.44% 2M9 DI-3BB 6.0 369.48 358.73 357.63 145.42 LF OF 24" HDPE @ -1.49% 2MB DI-3BB 10.0 364.41 355.46 355.36 118.00 LF OF 24" HDPE @ 1.44% 2M7 DI-3B 8.0 360.61 353.66 353.56 69.71 LF OF 24" HDPE @ 1.38% 2M6 DI-3C 6.0 358.00 352.60 350.50 32.16 LF OF 24" HDPE @ 1.24% 2M5 - D13C 6.0 358.00 35010 3 50.00 70.92 LF OF 30" HDPE 0 97 0 2M4 DI-3B 4.0 357.25 349.31 349.21 148.76 LF OF 30" HDPE @ 1.00% 2M3 DI-3C 10.0 353.91 347.72 347.62 119.29 LF OF 30" HDPE @ 1.00% 2M2 MH-1 - 355.25 346.43 343.50 130.53 LF OF 30" HDPE @ 1.15 /° 2M1 FES - 34 00 2. .. 2M3-1 DI-1 - 353.75 - 349.75 21.42 LF OF 15" HDPE @ 4,11% 2M3 DI 3G 10 0 353.91 348.87 347.62 2Z1 DI-1 - 360.75 - 354.76 30.58 LF OF 15" HDPE @ 4.58% 2M6 DI-3C 6 0 358.00 353 35 350 50 ,... ,:. :.:. AA5 DI-1 - 357.90 - 353.90 $5.00 LF OF 15" HDPE @ 0.88% AA4 MHA - 357.05 353.15 353.05 70.00 LF OF 15" HDPE @ 0.74% AA3 DI-1 - 355.75 352.53 352.43 108.15 LF OF 18" HDPE @ 0.75% AA2 MH-1 - 360.00 351.62 351.52 70.00 LF OF 18" HDPE @ 0.74% AA1 FES 351.00 ::.... .,.:.... ._. ... :: 2M6-1 DI-3B 12.0 358.60 - 352.60 56.44 LF OF 15" HDPE @ 2.39% 2Mfi - DI3C 6.0 358.00 35 1.25 350.50 - 2M2 2 DI 3B 6.0 355.19 348.29 348.19 44.46 LF OF 15" HDPE @ 1.19% 2M2-1 DI-3C 6.0 354.91 347.66 347.56 33.$7 LF OF 15" HDPE @ 0 8 30 /o 2M2 MH-1 - 355.25 344.75 343 50 .:.. 2N2 DI-3B 8.0 355.64 349.24 349.14 41.91 LF OF 15" HDPE @ 4.56% 2N1 _ DI 3B 8.0 355 1 .2 347 23 347.13 33.65 LF OF 15 HDPE 0 7.07 /° 2 M2 M - H 1 - 355.25 344.75 343.55 :-.. ...:.. .: ,. «...:.. ..:. 204 DI-3B 8.0 367.53 - 360.18 36.38 LF OF 15" HDPE @ 2.64% 203 DI-3B 8.0 366.47 359.22 359.12 126.25 LF OF 15" HDPE 35 0 4. /o 202 DI-3B 6.0 360.88 353.63 353.53 98.13 LF OF 15" HDPE @ 1.52% 201 DI-3B 6.0 358.44 352.04 351.94 41.83 LF OF 15" HDPE @ 1.65% 2M5 DI-3C 6.0 358.00 351.25 350.00 ..... 2P2 DI-3B 6.0 370.38 365.48 365.38 61.92 LF OF 15" HDPE @ 2.54% 2P1 DI-36 6.0 369.71 363.81 363.71 82.23 LF OF 15 HDPE @ 0 4.99 /o 2M10 - DI3AA 2.5 370.86 359.61 359.51 2Q4 FES - - - 367.00 22.00 LF OF 24" HDPE @ 1.36% 2Q3 MH-1 - 372.33 366.70 366.60 99.00 LF OF 24" HDPE @ 1.52% 202 DI-1 - 370.75 365.10 365.00 35.44 LF OF 24" HDPE @ 1.50% 2Q1 DI-3C 6.0 369.71 364.47 362.50 82.46 LF OF 24" HDPE @ 1.60% 2M11 DI-3BB 6.0 370.86 361.26 360.06 .:, ::. :.: :.... .:::. 2Q1-1 - DI3B 4.0 370.07 364.97 364.87 46.36 LF OF 18 HDPE @ 1 .21 /o 2 1 Q D - 13C 6.0 369 .71 364.31 364.21 DI-1 - 370.75 - >. 364.75 2R3 24.00 LF OF 15" HDPE @ 3.54% 2R2 DI-3B 6.0 370.94 363.90 363.80 50.13 LF OF 15" HDPE @ 1.44% 2R1 - DI3C 6.0 370.61 363.08 362.98 32.16 LF OF 15" HDPE @ 1.00% 2S 13 DI-3C 6.0 370.61 362.66 362.56 ».> >:: . ::: 2R1-1 - D 3B I 6.0 370.75 - 364.75 35.25 LF OF 15" HDPE @ 4.74% 2R1 DI-3C 6.0 370.61 363.08 362.98 ..:.,:: 2Y3 DI-3B 6.0 372.86 - 366.36 32.00 LF OF 15" HDPE @ 0 5.94 /o 2Y2 DI-3B 6.0 372.86 364.46 364. 36 50.00 LF OF 15" HDPE @ 3.72% 2Y1 FES - - - 362.50 STORM STRUCTURE SCHEDULE, CONT. STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIPII ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 2S 16 DI-3B 10.0 382.16 375.76 375.66 66.34 LF OF 15" HDPE @ 6.77% 2515 DI-3B 4.0 378.07 371.17 371.07 37.35 LF OF 15 HDPE @ 0 3.13 /o 2S 14 - DI3B 10.0 376.80 369.90 368.00 215.25 LF OF 15" HDPE @ 1.00% 2S13 DI-3C 6.0 370.61 365.85 362.56 53.85 LF OF 15" HDPE @ 1.93% 2S12 MH-1 - 370.77 361.52 361.42 46.83 LF OF 15" HDPE @ 2.75% 2S11 DI-3BB 6.0 369.58 360,13 359.90 149.65 LF OF 15" HDPE @ 2.14% 2S10 DI-3B 8.0 364.50 356.70 356.60 100.88 LF OF 15" HDPE @ 2.98 0 2S9 DI-3B 8.0 361.29 353.59 353.49 '131.44 LF OF 18" HDPE @ 2.56% 2S$ - DI3B 6.0 357.a$ 350.13 50. 3 03 103.74 LF OF 18" HDPE @ 2.51% 2S7 DI-3B 6.0 354.18 347.43 347.33 39.74 LF OF 18" HDPE @ 1.69% 2S6 DI-3C 6.0 353.91 346.66 346.56 71.31 LF OF 18" HDPE @ 1.75% 2S5 DI-3BB 6.0 355.18 345.31 345.21 103.60 LF OF 18" HDPE @ 1.39% 2S4 DI-3BB** 6.0 357.16 343.77 343.67 37.41 LF OF 24" HDPE @ 1.12% 2S3 DI-3BB** 6.0 357.47 343.25 343.15 81.34 LF OF 24" HDPE @ 0.98% 2S2 MH-1 - 351.00 342.35 342.25 74.06 LF OF 24" HDPE @ 1.01% 2S1 FE� - 341 50 .: . .. 2T2 - DI 3B 6.0 359.75 - 353.75 25.50 LF OF 16" HDPE @ 2.94% 2T1 FES - - - 353.00 2U7 DI-7 - 365.75 - 361.75 132.00 LF OF 15" HDPE @ 1.25% 2U6 MH-1 - 368.00 360.10 360.00 62.30 LF OF 15 HDPE @ 0 9.42 /o 2U5 - DI1 - 357.75 354.13 354.03 36.00 LF OF 18" HDPE @ 0.75% 2U4 DI-3C 8.0 357.61 353.76 353.66 50.75 LF OF 18" HDPE @ 0.75% 2U3 DI-3B 8.0 35$.14 353.28 353.18 60.22 LF OF 24" HDPE @ 0.83% 2U2 DI-3B 10.0 360.20 352.68 352.58 74.00 LF OF 24" HDPE @ 0.78% 2U1 FES - - 352.00 2V6 DI-3B 8.0 365.67 358.42 358.32 108.61 LF OF 15" HDPE @ 2.38% 2V5 DI-3B 10.0 359.73 355.73 355.63 31.84 LF OF 15" HDPE @ 1.10% 2V4 - DI3B 8.0 359.73 355.28 355.18 109.75 LF OF 15' HDPE 0 1.89 /o 2V3 DI-3G 10.0 357.61 353.1 1 353 0 1 78.88 LF OF 15" HDPE @ 0.84% 2V2 DI-3B 4.0 358.57 352.35 352.25 24.00 LF OF 15" HDPE 0 1.04 /o 2V1 F ES - - - 352.00 »» ... ,::, ,.: ..: :: L ...: 2W5 DI-3B 10.0 355.76 348.66 348.56 32.91 LF OF 15" HDPE @ 1.43% 2W4 - DI 3B 6.0 355.34 3 48.09 347.99 102.31 LF OF 15" HDPE @ 6.00% 2W3 - DI 3BB 6 0 3 51.25 341.85 34 .75 1 114.08 LF OF 18" HDPE @ 2.54% 2W2 MH-1 - 343.00 338.85 338.75 36.32 LF OF 18" HDPE @ 2.06% 2W1 FES - 338 00 - _ ,...,, .....• .... 2W3-2 - DI7 - 3 9 5 4 .7 345.85 345.75 51.00 LF OF 15" HDPE @ 2.45% 2W3-1 DI-3B 10.0 351.25 344.50 344.40 31.84 LF OF 18" HDPE @ 1.73% 2W3 DI-3BB 6.0 351.25 343.85 341.75 ..... 2X6 DI-3B 8.0 346.00 339.25 339.15 71.79 LF OF 15" HDPE @ 1.11% 2X5 DI-3C 10.0 345.10 338.35 338.25 31.86 LF OF 18" HDPE @ 3.30% 2X4 - DI3C 6.0 3 5 0 4 .1 337.20 337.10 45.04 LF OF 18" HDPE @ 2.22% 2X3 MH-1 ** - 346.00 336.10 333.72 77.88 LF OF 18" HDPE @ 2.50% 2X2 MH-1 - 338.42 331.77 331.67 45,00 LF OF 18" HDPE @ 1.49% 2X1 FES - - - 331.00 »>... 2X4-1 DI-36 6.0 346.00 338.75 338.65 71.79 LF OF 15" HDPE @ 2.02% 2X4 DI-3C 6.0 345.10 337.20 337.10 ._: ::> 2X5-2 DI-1 347.75 343.85 342.75 48.00 LF OF 15" HDPE @ 6.50% 2X5-1 DI-36 8.0 345.53 339.63 339.53 50.60 LF OF 16" HDPE @ 2.33% 2X5 DI-3C 10.0 345.10 338.35 338.25 2X5-B DI-1 - 345.75 339.85 339.75 23,69 LF OF 15" HDPE @ 5.91% 2XS - DI 3C 1 0 0 3 0 45.1 338.35 3 8 " 3 .�5 2X3-1 DI-3B 8.0 345.45 - 340.45 40.89 LF OF 15" HDPE @ '10.64% 2X3 M H-1 ** - 346.00 336.10 333.72 » .. 2V5-1 DI-1 - 359.75 356.00 25.17 LF OF 15" HDPE @ 1.07% 2V5 DI-3B 10.0 359.73 355.73 355.63 ... BB2 DI-3B 6.0 354.31 - 350.31 12.00 LF OF 15' HDPE 2.58 /o BB1 E ND - - - 350.00 ** VDOTSL-1. SAFETY SLAB REQUIRED SANITARY STRUCTURE SCHEDULE STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE ELEV. IN . OUT ............................ DESCRIPTION ............ G1 MH 360.25 350.45 350,25 94.98 LF OF 8" PVC 11.99 % A4 MH 357.65 338 86 338 66 Rvll l-4 .... :.: B14 MH 370.00 365.70 365.58 50.18 LF OF 8" PVC 1.00 % B13 MH 370.44 365.08 364.88 227.75 LF OF 8" PVC 1.00 % B12 MH 374.40 362.60 362.40 370.68 LF OF 8" PVG 2.45 % B 11 M H 360. 73 353.31 353.11 $9.$8 LF OF 8" DIP 8.00 B 10 M H 354.00 345.92 345.72 74.41 LF OF 8" DIP 0.65 0 !o 69 M H 359.00 345.24 345.04 137.86 LF OF 8" DIP 0.65 % B8 MH 359.00 344.14 343,94 186.13 LF OF 8 DIP 0.65 o /° B7 MH 355.25 342.73 342.53 1Q4.45 LF OF 8" DIP 0.65 B6 MH 357.'10 341.85 341.65 81.53 LF OF 8" DIP 3.81 % B5 MH 344.00 338.54 338.34 56.48 LF OF 8" DIP 0.71 % B4 MH 346.00 337.94 337.74 371.19 LF OF 8" PVC 0.65 % B3 MH 340.50 335.33 335.13 124.70 LF OF 8" DIP 0.65 % B2 MH 338.00 334.32 334.12 171.29 LF OF 8" DIP 0.65 % B1 MH 338.00 333.01 332.81 209.59 LF OF 8" DIP 0.65 % Al MH 335.75 331.45 331.25 Rvil-1-1 ;. S4 MH 375.33 369.37 369.17 54.39 LF OF 8" PVC 0.75 % S3 MH 377.56 36$ .76 368.56 130.54 LF OF 8 PVC 1.34 0 /° S2 MH 375.61 366.81 366.61 201.27 LF OF 8" PVC 6.36 % S 1 M H 364.40 353.80 353.60 328.93 LF OF 8" PVC 0.96 R2 MH 360.25 350.45 350.25 , ..:._.: :.... _..:•.:: R6 MH 377.48 370.21 - 370.01 208.06 LF OF 8" PVC @ 4.05 % R5 MH 370.39 361.59 361.39 199.34 LF OF 8" DIP @ 0.81 % R4 MH 372.57 359.77 359.57 148.25 LF OF 8" PVC @ 0.77 /o R3 M H 367.73 358.43 358 .23 224.50 LF OF 8" PVC @ 3.47 % R2 MH 360.25 JW.45 350.25 167.00 LF OF 8" PVC @ 2.72 % R1 MH 356.00 345.70 345.50 170.50 LF OF 8" PVC @ 1.62 % B 7 M H 355.25 342.73 342.53 ..:::. .... .... ....................... _:: R4-1 MH 370.96 363.16 362.96 63.56 LF OF 8" PVC 5.02 % R4 MH 372.57 359.77 359.57 \ ; R1-1 MH 359.00 349.20 349.00 207.20 LF OF 8" PVC 1.59 % R1 MH 356.00 345 70 3 5 4 .50 .,.,.... T8 M H 390.00 382.20 382.00 220.78 LF OF 8" PVC 1.82 % T7 MH 386.78 377.98 377.78 150.20 LF OF 8" PVC 6.24 0 /o T6 MH 377.21 368.41 368.21 189.99 LF OF 8" PVC 6.47 0 /° T5 M H 367.21 355.91 355.71 273.58 LF OF 8" PVC @ 1.63 T4 M H 358.30 351.25 351.05 185.92 LF OF 8" PVC @ 0.72 % T3 M H 362.51 349.71 349.51 225.79 LF OF 8" PVG 1.81 % T2 M H 353.22 345.42 345.22 207.98 LF OF 8" PVC 4.00 % T1 M H 345.70 336.90 336.70 167.00 LF OF 8" PVG 0.82 % B3 MH 340.50 335.33 335.13 T7-1 M H 388.72 382.92 382.72 119.70 LF OF 8" DIP 3.96 % T7 MH 386 78 377.98 377 78 .: . :.. ......... :... A 14 MH 363.60 352.60 352.60 Rvrl-1 -l5 246.67 LF OF 8" PVC 1.28 0 /o A 13 MH 357.09 349.44 349.24 Roil-1-14 167.00 LF OF 8" PVC @ 0.60 % A 12 MH 363.65 348.24 348.04 Rvil-1-13 323.40 LF OF 8" DIP @ 0.60 All MH 363.50 346.10 345,90 Rvil-1-12 87.27 LF OF 8" DIP @ 0.60 % A 10 MH 363.00 345.38 345.18 Rvil-1-11 87. 61 LF OF 8" DIP 0, 60 % A9 DROP MH 362.25 344.65 344.45 Rvil-1-10 148.87 LF OF 8" DIP @ 0.60 % A8 MH 358.33 343, 56 343.36 Rvil-1-9 282.66 LF OF 8" DIP @ 0.60 % A7 MH 354.60 341.66 341.46 _ Rvr11-8 - 3. O D 2 72 LF F 8 IP 0.67 ° A6 MH 354.43 341.30 341.10 Rvil-1-7 167.69 1F OF 8" DIP @ 0.75 % Asa MH 354.71 340.77 340.57 - -6 Rvil 1 100.85 LF OF 8" D1P @ 0.72 A5 MH 356.05 339.64 339.64 Rvil-1-5 113.22 LF OF 8" DIP 0.69 ° A4 MH 357.65 338.66 338.66 Rvil-1-4 116.65 LF OF 8" DIP @ 0.75 % A3 MH 346.50 337.76 337.56 Rvil-1-3 163.99 LF OF 8" PVC @ 0.79 % A2 MH 346.00 336.26 336.08 Rvil-1-2 315.74 LF OF 8" DIP @ 1.47 % Al MH 335.75 331.45 331.25 Rvil-1-1 158.60 LF OF 10" DIP @ 0.46 % EX1 MH 340 37 330.52 329 59 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �P�-f H OF V C', � /�', Alan G. Franklin v o' Lic. No. 35326 . 0 07-06-22 4Q . 2 F`J, / O ANC \ NAB � J �S m _ Q W W C� � z �- � U Y � � OJT � J J � N � I- � W � W 2��U W ozQ � a�m ��a Q w � � J Z � C!� KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT S 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUB M ITTAL 040417- / / SRC COMMENTS .SHEET �� g/�Q/� OF 76 370 01 330 320 EX SANITARY SEWER W PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V m 35 34 33 32 37 36 35 34 33 32 V �0 DIE 9 u ZE 30 9 09 u E �%0 DIE 10 'pu V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 0 07-06-22 . LLONAL 06 KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET :" 370 360 350 340 330 Q � Q't N ai Q) V_ 0000 C Q � (©O 0000 co c') N + c" cYi c�j EXISTING GRADE + v¢j° CV c`eo M MQ?j PROPOSED GRADE; xcN,Qco Zj �>O W� 37 o 360 ---- -_ _ U) I 246.67LF OF 8'PVC @ 1.28% ---r--------t --_------�� ----- 350 J 77 U 340 ~ G EXISTING SEWER 330 NOTE: RETESTING WILL BE REQUIRED ON ALL EXISTING MANHOLES THAT ARE ADJUSTED A$ PART OF PHASE 2 CONSTRUCTION. 32 ?< Q Q Q Q Q Q, 31+00 32+00 EX SANITARY SEWER 'A' PROFILE; STA. 30+20 - 32+80 SCALE: 1"=20' H; 1"=10' V Q —1 O 0) 00 00 (0 O + r oo ao ao U J m O dt N 617- �ZQmmVM EXISTING GRADE Z+MMM w 0PROPOSED GRADE < Q Q ZZ° QI- Z° �: 370 Q _ _ - Q - Z 370 360 360 350 350 11.2' l F OF 8„ p1P 10.5' 94.98 340 N 340 X 0 U) o Ln - 00 10+00 11+00 SANITARY SEWER 'C' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 340 330 320 R ROADWAY • I c PAVEMENT r� 1 ............................................: 6 MIN, 36` MIN, COATED STEEL BAND OR STAINLESS Q.25" MIN, THICKNESS STEEL CASING INSULATORS STEEL CASING ( 2" CONCRETE Fill BOTH ENDS ` 7' OR 8` 7' ORB' 2'-0' 1 DUCTILE IRON PIPE 18' OR 20' JOINT Or AL (RESTRAINED JOINTS) NOTE.' 1. STEEL CASINO TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALER USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, :1 MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER --0' UNDER STREAMS N.T.S FIG. S-5 =Wo Q J � "N -1LnO co ltin� MM� MMriMMMriu + � MMM M0 U)-T <'co 0000044 =0000 MM O-,ga6�fY) = �Z Z + ZMMMM i Z� + LO Q—�ZZ� c�]MMM �co��° O �Q��O; i �Q»° ?> �- canes Z> �- c¢ncn z> �- «�cn zZj Z 3� Q NOTES: 1. ALL PVC SANITARY MAINS TOBE SDR 26 PVG PIPE. 3 2. ALL DIP SANITARY MAINS TO BE P401 DIP. 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALL BE12". 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE 1811. 5. MAINTAIN T MINIMUM COVER OVER SEWER.: 31 0 + EXISTING GRADE Q0 PROPOSED GRADE �3 AERIAL CROSSING OFCREEK & BOTTOM LAND f-- WITH 8' :GRIFFIN LONG; SPAN DIP SUPPORTED (n WITH 18"O REINFOREGED CONCRETE— SONOT' BE PIERS 1' ' O.C. WITH A JUSTABL U @ 7 4 — STAINLESS STEEL STANCHION SADDLES 3' (IN-STRICTTACCORCTANCIWITH MANIF7SPECS) _ = - _T1 — — — — — — — — — — — — — — — — — — _ 124.70LFOF8"QIP 0.65% :7o �i� ' 1171.29LFOFi8"DIP .65% I'- -289�9LFOFS DIP °' _ - Q o — v — — 1.7' STAINLESS STEEL STANCHION SADDLE SPECIFICATION MANUFACTURER: F.M STAINLESS, ;LLC - (706) 636=1881 ITEM #: 59C-8 X 3,' MATERIAL: 304/316 STAINLESS STEEL N ORDERING: SPECIFY BY PIPE, FIGURE NUMBER,: 1= I= DISTANCE TO CENTER OF CONCRETE g U U {- U U U rt i d N d d 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER 'B' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V .� IZ'' �0 �� 10 � go Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �PVTH Ofi Alan G. Franklin Lic. No. 35326 4r • 0 07-06-22 o N A L . KEY ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 2 OF 76 37 36 35 34 33 32 38Q� 370 360 350 340 33a 320 38 37 36 35 34 33 32 05 Ef r mJN�?NO f7 "T CIJ-m J(DC� N- I� (r [Lj o � FI�r? M c 7 N_ CY)CD �� + P3d'd' �O� d � (�Q �(DMCu7 M co CD fn MM wZ + MM (nZ M ¢ N Z N Z j ¢ N Z Z fn�%�Z� �E% ZO ���ZO ¢Z ¢ - - E ISTING GRADE, P OPOSED GRA E __ _- 370. CF-Q F8 PVC@ 5% 2-4 O � I — _ _--_ + _ -- — — — — — — — — — ---S� — — —i/-- — — — p% _ � DIP @�65% 89.88 Cr�O� 74.41LfOF8" 137.85 LF OF 8 DIP ° 0.65 /° Z i N _ ?0 LF JACK AN? BORE UNDE + () �TREAM PLUS �15' STEEL O I-- j ASING PIPE PER ACSA DETAIL c% DO NOT DIST RB STREAM!) Q €j v� w Z X z , NOTES Z ALrPVC-SANITAF�MAINS To-B�-SDR-26-PVC-- tPE. w 2. AL DIP SANITARY MAINS TO B P401 DIP. C 3. THE MINIMUM VERTICAL SEPA TION BETWE�N SANITARY MAINS AND STORM DRAIN LINES SHALL BE 1 g ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J ¢ J Q 4. THE MINIMUM VE TICAL SEPARATION BETWE N SANITARY MAINS AND WATER MAINS W TERLINE 18". U� 00 U U 00 U U U U U U a a U U U U U U 00 U U 00 U U > > > > > > > > > > > > > > 0 5. MAINTAIN 3' MINI UM COVER OVER SEWER. o > a. > a. > a_ > a. > a_ > o_ > a_ > a > a. > a_ > a_ > a > a. a. 0- a a_ a. a. a. 0- a a. a. a. a- a. 0o co � t = d I � 14.41 � It d d It It 't � � � 't d It d d 24+00 25+00 SANITARY SEWER 'B' PROFILE; STA. 23+40 - 30+20 SCALE: 1"=20' H; 1"=10' V 26+00 rn ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... o 0 0,s...=............as . ....................................................... C? d + d NN i cf) EXISTINP GRADE m�LOC) ¢ � (n -i- )'q' coM m m�ooLoLrl ¢ `- � (n + ~ oM M 0' M ��z� PROPO EDGRADE QrNi� D Q��ZD < >U z I¢-�>U 2 E¢->U' Z� .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..............Z..................................... _ ...............Z - 3 0 .................................................................................................................................................................................................... — — ........................... ................. — _ ..,�...— — ....—.... ............................. " 8" STUB 50.18 LF OF PVC Q 1.00%, 27.75 L OF 8" PVC h .00% ' :3 :3 0 3 OTES: 1:------ALL-PVC St ALL DIP SANITARY NI -TAR` -MAINS MAIN TO -BE SDR-26-PVG-PIP . TO BE P401 DIP. 3 THE MINI UM VERTICAL SEPARATION BETWEEN SANITARY MAINS A D STORM D IN LINES SHALL BE 12". THE MINIMUM VERTICAL SEPARATION BETWEEN SANI ARY MAINS A D WATER MANS WATERLIN 18". MAINTAIN ' MINIMUM C VER OVER SEWER. 0 3 U > U > U > Uc U > U > U > U > U > U > U > U > U > a a a a a n a. a. a. o_ a_ a_ a_ a_ a_ 31+00 32+00 SANITARY SEWER 'B' PROFILE; STA. 30+20 - END SCALE: 1 "=20' H; 1 "=10' V 80 70 @ 1% 60 50 40 30 20 27+00 370 360 350 340 SANITARY SEWER 'R1-1' PROFILE SCALE: 1"=20' H; 1"=10' V N:IM1I11 29+00 370 360 350 340 9i1--alien 30 70 30 50 40 30 20 380 370 360 350 340 330 320 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com "4000 _TH OFIN Alan G. Franklin Lic. No. 35326 0 07-06-22 . LONAL . 06 U W u.: (D Q W � Z J U � � 0LL 0. m _ � Z W w � � = Q 0U LLI oz� a zQW � a>a Q w a z V ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 -PLANNER &PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS 390 370 360 350 340 39 03 37 36 35 c 34 SANITARY SEWER 'R' PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10' V .................................................................................................................................................. .......... N�I�� .... ...................... ............ ................. ................... ............ ............. ................................... . ........... ................ .................................... .. ................................... .......................... .................... w- pl-_j Ln w m 0) . C0 LO C0 ................................................ ................................................ ................................................ ................................................. ................................................ ................................................ ................................................ ................................................ ................................................ .............................. J Cp ... . ............................. d; C� (0 N 0) cy) M M M 0 a; Z+ 6 � � M M M O�rti� (n t M C) 1< `- Z 1— Q-�Zj Z Qc`�i�~ E 0 FQ cn j 0 z Q 0 z cfl ........................................................................................................................................:.......................................................................................... Z - . ....................................................................................................................................................................................................................................................................... . Q _ _ Q Q ) .............................................................................................................................................................................................................................................. -....-...-...- EXISTIN GRADE _ - _ _ .-...-...................... w PROPOS DGRADE -_-- -----(� T J i _ , U 2.8 -- 208.06LFOFrg11PVC 4.0 ---199-34LF-01=8"DtP --_Fi7'--- _ - g ----___- 1 ............ ...................... ... R... .................... 0 ................................................................................................................................................................................................................................................................................................................................................................................................................. ...................................................................NOTES:........ 1. ALL f VC SANITARY MAINS TO BE DR 26 PVC PI E. 2. ALL QIP SANITARY MAINS TO BE P�01 DIP. X 3. THE INIMUM VERTICAL SEPARA ION BETWEEN SANITARY MANS AND STORi DRAIN LINE SHALL BE 12". w 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MA NS AND WATE MAINS WATERLINE 18". R.........................................................................................J..................................................................................................................................................................................................................................................- Z ......................................................................................................................................................................................................................................................................... - 5. MAIN AIN T MINIM M COVER OVERSEWER. N or_ N . ................ .. ....................... ......................... ...................................... ........ ................................................. ............ ..................... ............. .................................................. ................................................ .............. .................................. ................................................ ................................................. .................................. .............. ................................................. ............................................... 0 Q o ¢ g o ¢ g Q g g I-- d U U U U 0 J U U J U U U U Q_ fL C 0- 0 d. 0_ d LO r- - - - - d -00 - - - - - - - - 17+00 18+00 19+00 20+00 21+00 390 '1 • 370 �C•1 350 340 SANITARY SEWER 'R' PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 390 K.1 370 360 350 340 39 37 35 34, 390 �C 1 360 350 340 17+00 SAN. SEWER'S' PROFILE; STA. 16+60 - END SCALE: 1"=20' H; 1"=10' V N [u-C QJC)NIt + u� rn-� d;N r- fn-rnd co (0 �CJCIO� o� u)0+0000 w = r CO tn U) Ln M M co co (n0N4MM cn Z+ OMC�COCD Z Z Z Z? co M M C� Z+ C? M co Q >> 0 C Q� > 0 C Q T 0 > Z Z Z � � � Z j Q Z NOTES• ¢ - - 1. ALL rVC SANITAR MAINS TO BEDR 26 PVC PIE. Q 2. ALL PIP SANITARY MAINS TO BE 401 DIP. 3. THE MINIMUM VERTICAL SEPARATION BETWEE SANITARY MAINS AND STOF M DRAIN LINE SHALL BE 12" 4. THE MINIMUM VERTICAL SEPARA ION BETWEE ' SANITARY MAINS AND WAT R MAINS WAT RLINE 1811.- 5. MAINTAIN T MINIM M COVER OVER SEWER. EXISTINY GRADE -r - PROPOS D GRADE - - - 130.54 LF OF 8" PVC 1.34% _ __-- 1.4' 11 4.3' 29 .27 LF OF g„ PVC 6.36% - 2.9' y 4.3'- '%K 28 OF V .9 ° w .- I — T z --- 1.2' I-- W Z W Z W Z N 0 W N N � 0 Q 0 J J J J J J ¢l J J j U U U O U 3:J 0- 0 U U 0 J 0 U U U to o tq - U) > a > > > o_ o > a > a > o_ > o_ > D- > a > a > a D_ o a0 N d d V d 00 d d d � M IU+UU SANITARY SEWER'S' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 13+00 14+00 15+00 16+00 )0 �0 ►O i0 i0 L 370 i•1 350 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PLT H OF li j4!C Alan G. Franklin Lic. No. 35326 LQ 0 07-06-22 = Fss / o ��� NAL 06 U W Li � Q W U) Z J 0 mI _ � W > z w =Q0 W azW � °z� Q a�m z w J Q Z LL KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET of7s Role] 390 370 360 350 330 a a N0 W pit 400 1u+uu 11+uu SANITARYSEWER 'T' PROFILE; STA. 10+00 - 16+60 oo I— JMNO (nON°0�—�— = cMccf)(y) Z ; O 0 U) :V) Z j Z 12+00 13+00 14+00 I—J NN�I� ��OI-cDIn Oc1)MM t Qcq 0 U) Z j 15+00 16+00 F- JNNd'N �041--°gco �=hf�tOcfl + C 7 l*] C7 QNgzf- o cQn U) z j 400 + Q- - Q - a - cs� Q 39 �- 390 w z 380 = _-- 380 _ EXISTING GRADE C PROPOSED GRADE— 370 i _ --- — ------- — — — — — — — — — — — — — — ----- OF B'�? VC 6.24% 370 — _ — 4.8 ,- 0,20 L , — — - — — ' „PVC @ 6.47% , — OF 1$g.99 LF 8 0 360 360 — N 1 .1 273.58 I_.F OF 8" PVC 1.63% Q 350 185.92 LE OF 8" PVC 0.72% i U) 350 _Lu z 34 NOTES: 340 1-:—ALrPVC-SANITARrMAINS-TO-BE-SDR-26-PVC_ PIP . 2. ALL DIP SANITARY MAINS TO BEP401 DIP. Q 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALL BE 12". 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WADER MAINS WATERLINE 18". 330 5. MAINTAIN 3' MINIMUM COVER OVER SEWER. i � w Z 330 N N N W Q Q 4C J J J O Q J E- Q '• J J Q J I— J f— J <I— J J J¢I o f o o a o `n IL o o a o a a `� �r L0 co �r d 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SANITARY SEWER 'T' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V 40( 39( 38( 37( 35( SCALE: 1"=20' H; 1"=10' V "11 390 ME 370 360 350 370 360 350 .......................... �... W...0.. J �UF�M ...h... ..................................................................................................................... r...W.....� rd_ ... ................ 0�o°)L uiu)r%) c7 (7 c) + i— a �N �o cM c7ZoQ ¢tea!»O U Q<�O Z Z - EXISTING GRADE PROPOSED GRADE 63.56 LF OF 8" PVO @ 5.02% , Q Q J _ll a_ d• d' 10+00 10+60 SANITARY SEWER'R4-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 390 360 380 350 370 CJCI -o 00 )Oocor tires r; W I-0:MCON U_�mmciM=Ncp°0 �Z+McM Q�ZZI— <: O Q j j O (EXISTING GRADE QI U z z j :PROPOSED GRADE Wcn j z Q - 400 390 2.3' 119.70 LF 380 0 X W Z 370 w `J i o oo N 10+00 11+00 SANITARY SEWER774PROFILE SCALE: 1 "=20' H; 1 "=10' V ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF 1/j1pG' .o Alan G. Franklin Lic. No. 35326 0 07-06-22 LONAL U) W 11 0 a w 3: rry z Q KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET ___ I i OF 76 imiiiw ...................... .................................... ..................................................... ........................................ .............................. ........................................................................................................................ ................................................. ................................................................................................... 0 c� + 00 . Q EXISTING GRADE PROPOSED GRADE 390 i i ..............w........ 90 z i J 380 --- __ I-- 80 — — — : 3.5 MIN. COVER 7 01 ;. 4.4' —— _ 370 8 CLASS 52 DIP WATERLINE is ` f : f f' / `f Fig — — 360 : _... �1....... 1 60 > W U - W U W W U - c0 W i U - W U W iU - W U - WW UU W U W U W i U LL U W U W U iW 350 ..........................................� ................................................_ > �; > �, _ > >- > :�� ,... �... ' 350 J 0_ W U) W V) i Z W U) i W W i U) W U) W € U) W U) WW U) U) W U) W U) W U) Lid Uj W U) W U) N m.....,... W U) i Z 00 W W Q W W- - i W W i� i W W iW'� ::w W IY' W OC W W �` Li] W W i W F- N W {— Z -� '• Q U) UpQ Q U > cw ;f— a Q Q Q = U, �- > 0- 0W U> Q X> €a ........................................... �.l ................................................ ...................r 00 i r c— .......................................................................................................................................................................... '•c— �— c— i 10 00 11 00 12 00 13+00 14+00 15+00.......................... ......................................................................................................................................................................................................................................................................................................................... 16+00 E1 39 NEV 37 W 35 370 360 350 340 WATERLINE 'R' (TERRAPIN) PROFILE -; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10' V WATERLINE 'R' (TERRAPIN) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V WATERLINE 'S' (MEANDER) PROFILE SCALE: 1 "=20' H; 1 "=10' V 390 370 360 350 .0 370 360 350 340 Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P,TH OF o � � Alan G. Franklin Lic. No. 35326 07-06-22 F S C� S E KEY ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET i N AQ 6 6 OF 76 ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS,:AND 380 I WATERLINES WITHIN THE RIGHT-OF-WAY SHALLCONSIST OF TYPE I SELECT 380 D MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROA AND BRIDGE SPECIFICATIONS AND MUST BE PLACED:IN SU �CESSIVE UNIFORM EXISTING GRADE LIFTS NOT EXCEEDING 8" AND COMPACTED TO 9.5% OF THE SOIL'S MAXIMUM PROPOSED GRADE DRY DENSITY AS DETERMINED BY VTM-1 370 370 ;: { 1:{. f v;; .:{ 360 _ f F �' / ,; ` l f \ ,� ._.. �. - . — — - — — -� 3.5 MIN. COVER — -——- �_ — --�— — - 360 _ _.. _ _ - _ ------------ 350 8" CLASS52 DIP WATERLINE - - ---------- — — - ---_� 350 4. 3 ib > 1.9 � C9 _ eo w c� - w U - w U - w c� - W c� w U w U w: c� %00 � W 0 _ w U w U w U w: w U w U � _ o0 :..........................................................................................s................................................. 340: �� _ f.. > : r > > ..................................................................................... > > �: > ................................. .............:................. t > .................................................................... > s ................................. ................... '... w U) - M� > > .... v... > .... w .;.... > �... > �.... NX....... 340 wz :w W w w � w: � w � w � w Z wz w w � w; Z w w w W— �- J : iW W � W w W w W: � W � W W': Q U) w— {— J � W W W i Q (n : W � W W J F- = E0w W i F- ¢ I— Q i— a i— a I— i s S F- a I— a I— a U > a W �� X F- a F- a I— a U '•. > o- F- a F— a � ap W �- ; X 00 Q r- �- € I-- ,................................................,................................................................................... �- � . r- . co Q ao �- �- ao ..- ..- ?< Q ao ................................................................................................:.................................................:................................................:............................................................................................................... 10+00 ........... I .................. 11+00 ................................................................................................... . 12+00 ..........,.................................................................................................h................................................................................................,..................................................................................................................................................................................................................................................................................................,............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 13+00 14+00 15+00 16+00 370 360 350 340 330 WATERLINE 17 (BUTTERFIELD) PROFILE SCALE: 1 "=20' H; 1 "=10' V WATERLINE V (MOSSY ROCK) PROFILE -; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10' V ul OU 10 u 0 ................................................. ................................................. .......................................... ....... ................................................. ................................................ ................................................ 37 0 -,.................................................................................... ...............................................:................................................:................................................:................................................:................................................:................................................:................................................:................................................:. :............................................ 370 o : Q EXISTING GRADE PROPOSED GRADE 360 ---_--:-_ W . ,_ _ _ . _. ,_----------------- ---- ___ - ----= - _ _ - : :, ........................................................................ 360 _ J� = _ __ 1.4' U I- . . . . . . . . . . . . .:................................................................................................................................ -~-- _ T ...................... _ - — Q 8"CLASS52DIP WATERLINE 1 3.5'MIN.COVER _ --- --- --_ _--- ---- — ----------- — ----- — _ _--- -- -- ------ ---- ---- 1.7' 34 . .......... ......................... ............................................ .......................................... ...................... ............ ................. ......................................................... . . . . .................................. ......................... ........................................ ............. ............................................................. ................................................. .......................................... ...................... ............ ............... ............................................................ .......................................... ...................... ............ .... ............................. 40 : 1.5' F- W c� - W 0 - w c� - W c� - w c� - W v - w Q. w v - w 0 _ - >� w () - w 0 - uJ U w v - w v w :� w v w v w v w c� w v >� 330 � . > > > > - � . > . � > :. > > �,, c� - € > - .......................................................:............ > .. > > > :.................................................w .. > > ......... ................> > .......................................... > c� W (n W330 (n W � W (n W N: U) W In W � W fn W N U) w Q W U) W U) 41J � W � W � : Z W (n N _ W (n W (n W (n i W fn Zo Q W 2 D' W � W W � W � s W i � W 4= L Of W Q W W � 2 LL � W � W 6: w � W 61 w iQ . W Q W W W ❑ W Z W L� I— ,_ I— Q I— Q I— I < ': F— Q i— i Q 's h : I — Q I— Q I— O Q — (D ,_ � f— >Q F— Q f= Q F— Q f — Q : :> Q i I Q I— Q I— i Q: f — Q m — �� Q . > 4 > i x 7 i ? I 1 i 0_ > i ? — r — c- : - — — r — : �- T — i- r r r iD r r +-- — r— :� r 0 T! r' r T .tea. T— V o = M W :D W ................................................................................................:................................................:.................................................................................................................................................................................................:.................................................:..................................................................................................................................................................................................................................................................................................:.................................................................................................:...............................................:.................................................:..............................................,...............................................:.................................................:..............................................:.................................................:.................................................................................................:.............................................:.................................................:.................................................:...............................................:................................................:.................................................:.................................................:................................................................................................, 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'U' (MOSSY ROCK) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �T H OF r*z� P �'i 2 0 Alan G. Franklin � Lic. No. 35326 � 0 07-06-22 ,, <1s c"I S"ONAL, KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 -FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 370 360 350 340 370 360 330 XISTING GRADE ROPOSED G ADE 1 fir' MIP . SEPARATION, T-Y 1 ' M1N.SEPA IQNrtYE ----�---- — — — — — — — — 6"CLASS52DIP--_"_— WATERLINE _ — — — f— 3.5'MIN.COVER _ _ _ —— _--- CD 8' CLASS 52 DIP e� AT �-- U) U) z U Q w U ui U ui U *k w U w U w U w U w U w U w U W U W U w U uu;11 w U uI w U W U w U w U w 00 w w U �J J J J J J J J J J J J J V T J J J J J J J J QC tY tY W W W W W W W �- U W W W W W W w W w W w W W W W W W w L� > W W w W w W W W W fW- H F- �- I- E- {- I- (n cn �- cn �- (� �- (n �- (n (n I- � f- �- I- I- I- I- U)oo f— I- LLJ Of 0 W J w J J w -� J w J J W J W W J W J W J W J W J w W J W L J y J W Ll�l J J W W J W W J W W J J >Q W ¢ Z Z ¢ Z Z Z ¢ Z Z ¢ Z ¢¢ Z a Z F ¢¢ Z m ¢ Z a Z ¢ ¢ ¢¢ ¢¢ ¢ U' m O ¢ fn ¢ fn ¢ w ¢ w -s X X ¢ co -s ¢ (n ¢ U) ¢ co ¢ fn ¢ co co o N ¢ � ¢¢ w � � ¢ (n � ¢ fn ¢ N � ¢ fn a fn � � ¢ fn � � ¢ co >¢¢ > ¢ � fn ¢ U) � (fl Lo m d r TT �f +- d d i- 00 00 .4�- dc- - - 10+00 11+00 WATERLINE 'W' (CATTAIL) PROFILE -; STA. 10+00 - 15+20 SCALE: 1 "=20' H; 1 "=10' V EXISTING GRADE PHASE PROPOSED GRADE WATERLINE fEXIS-TING-8"DIP -------------- ---- 3.5 MIN. COVER �.2'- ----- 8" CLASS 52 DIP WATERLINE_ w w w O ao U U U 00 - > > > W cnw_ W w !Y w a Q "'- =Z� a J lY !Y !Y LL WZ O W m W H ¢ w ¢ '• s w �' ¢ I— ~ [Y w_¢� (n XQ F- �— U) �- r i i 00 10+00 11+00 12+00 WATERLINE 'Y' (VILLAGE) PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 380 360 370 350 360 340 350 12+00 13+00 PHASE EXISTING GRADE WATERLINE PR + POSED GRAD EE-XIS-TI G-8-DI�' 3.5'MIN.COV R 8" CLASS 52 DIP WATERLINE 00 00 =Z00 W= LLIZ O U !— u !— C( W m m XC� > xQ w WQ� �- (n 00 (O 00 10+00 11+00 WATERLINE 'Z' (STEAMER) PROFILE SCALE: 1"=20' H; 1"=10' V 370 360 350 340 3! 3; 380 3( 370 3� 360 3� 350 3; 14+00 15+00 30 EXISTING GRADE 7o PROPOSED GRADE 0 N + 30 — - --- _ Z 50 = U Q 40 30 w U J J w U —w w U J co �—�- W � E - W F- ww � �- w N di W w Q w w Q zca ❑ © F� in U) (n X U 6 _ ! Zo 10 00 En OP X F- ¢ W co (0 LL 'I In 16+00 WATERLINE 'W' (CATTAIL) PROFILE: STA. 15+20 - END SCALE: 1 "=20' H; 1 "=10' V EXISTING GRADE PROP SED GRADE 3�5 MIN. COVE — - w - - _. .... _.__4_ ... Q 06 W 8" CLAS 52 DIP > U = WATER INE W ❑ (n co _ aZw Z WZ �-¢ J � W J x�- > 00w X¢ w F= co 00 S 10+00 WATERLINE 'V' PROFILE; SCALE: 1 "=20' H; 1 "=10' V 11 +00 12+00 13+00 k0 360 350 340 330 370 360 350 340 330 370 350 340 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF' Alan G. Franklin Lic. No. 35326 LLJ a 07-06-22 2. NAB 'r= KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET / 370 e 350 340 330 3i Q 3� 3Z 3% t 3i Q 3cl 3- 3i 0 0 3r WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V ENCASE 8" WATERLINE IN 50 LP OF 16" STEEL SLEEVE ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND PER ACSASPEC':.IFICATIONS AT ARCH BRIDGE CROSSING WATERLINES WITHIN THE RIGHT-OF-WAY SHALL CONSIST:OF TYPE I SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD AND SHALLOW ;WATERLINE UP TO 3 OF MINIMUM COVER TO BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM PROVIDE GLEAF ANCE SHOWN:FROM ARCH BRIDGE. LIFTS NOT EXCEEDING 8" AND COMPACTED:TO 95% OF THiE SOIL'S MAXIMUM 0 A: DITI NAL-LY-.2 VEDE fNSU: ATEON-QF WA�ERLIN © O P O k SHACC0IN r/VATERLiNETUP T63 OF M�IVtMU1�7COVER" - - - DRY QENSIT1f iS DETERNIIND BY VTM=1 - PER ACSA'SPECIFICATIONS. : TO PROVIDE 1' CLEARANCE FROM BOX CULVERT. ADDITIONALLY, PROVIDE INSUTATION OF WATERLINE EXISTING GRADE _ 2' SEPARATION BETWEEN TOP OF PER ACSA SPECIFICATIONS. PROPOSED GRADE _ - - - — - STRUCTURE AND BOTTOM OF WATERLINE CASING - _ _ - - - - 0 _ __ _ —__ _ -�.---_---- --- 3 3.5.' MIN. COVER _ - - - - - - - O r �" - 1 _---- _ �' .f _ _. . -- _. - -- �� 5.1 'h�v. + - - _ 1 ! ... ... -- <. _ 1.8 N i0 �E""..........�. r.5 • - 1.4 - - - Q 3 I- w w z z �o _ __ 3 J U > I- X o Q - w > �- m W - W - w U = °o Q �0 - =� W - r _ ; - ,� *k W (n M N 3 - W� Z W N Z N : W 2 Z w Z N w q) I- W Z m J ~�?� � O O� U � O € cn �u h O W E I-10 o °o o© W W � > j = : W co > v > _ co c( cfl >. N -- 00 V CO U � ;co to a0 co > � ao to 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'X' LAZY BRANCH PROFILE• STA. 16+60 - 23+40 SCALE: 1"=20' H; 1"=10' V 701 501 em 1.5' MIN. SEPARATION TYP ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND 8" CLASS 52 DIP F?ROVIDE GRADUAL EXISTING GRADE WATERLINES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I SELECT WATERLINE DEFLECTION OF PIPE TO PASS : PROPOSED : GRADE ; MATERIAL AS DEFINED'IN T BRIDGE SPECIE C O SECTION 207 OF THE 2016VDOT ROAD AND SMU ED I UCCESSIVE U IFORM AG..............N...S................................................N..................................................................................................................................................................................................................................................... '.... 7 0 O :.................................................:.................................................:.................................................:..............................................:.................................................:...............................................:................................................:.............................................. WATER UN DE :....... TO :...............................................:.................................................:.................................................:.................................................:.........................................: ...........................................................................................................................I.....A.....I......N.......AN_4..............T.....P.4 :... .... :STORM PROVIDE 12" M1N. SEPARATIONV LIFTS NC)T EXCEEDIN G'8" AN D TO 95%OF THE SOIL'S:MAXIMUM D COMP/CTE RO GRA P VIDE DUAL FROM STORM DRY DENSITY AS DETERMINED BY VTI. DEFLECTION OF PIPE TO PASS _ _ _ _ _ - — - - - - -. - , - ^_-_- WATER UNDER STORM TO _ - _ PROVIDE 1 MIN. SEPARATION ............................................:................................................:.............................................................................................:.................................................:...............................................:.............................................................................................................................................................................................. Y ' �........................................._:...........................................:.................................................:...............................................:.................................................:.................................................................................................:................................................. .............................................................................................................................................................................................................................................................;.................................................................................................................................................:.................................................;....................................................................................................................................................................................................;................................................. FROM STORM i O ;`x ',:<"`';::' 3.5 MIN. COVER o d' <. _ -- __ — -- — - — _ N M < -" :- _— _ — — _ — _ _ _ _ + N 12.4 - �. F " _... 1 _ :1.T - - — - - — -- — — — — — — — — — ---" - — co - 0 ............................................. ..................... ........... ..................... ...................................................... ...................................................................... ............................................. .......................................... ................................ :......... ............................................... ...................... _:... ............. ..................... ............... .................................................................................................. . ... ................... ........................... .. ....................... ......................................I................ ....... ........................... .. ........................................ ................. ................................ ........................................ ....................................... 5 3 0 I- W Z s $" CLASS 52 DIP J.........................._:.................................................:.............................................._............................................._:.................................................:...............................................:. : ................................................................................................_,.......... :.............................................:................................................:........ .......................... .... .............................. ........................... .. ....................... ....................................................... ....... ........................... .. ........................................ ................. ........................................................................................ ........................................ ....................................... .................................................................................... .. ......... ............... WATERLINE .......................................... ...... 340 U I- w o e� u: w w w � m uj w w w u w w w w w w 0 ............................................................................................................... op _............................................................................................................ - U ................................................................................. J i ....................................................... U - i > ............................................................................................ J i U - > ............................................................ J U - > ....................... i ...................._........................................................................................................................................................................................... W cn i i W : F- w ....................................:............................ : co U_ > •......................;........................................... U_ > ................. U_ d > ............................;...........................................;................................ U_ > ..........;.................................................,............................................. [ U > _U > ;........... U_ .. > U_ > J ........ ' .. .................... : U_U_ > > .................... J J U_ > 0 N N N a W W . of W ':W ce W W ri W€ u_ N ¢ M 5 w w N re W a✓ W W a LLl o N W W tY W WW �....... W W w W i - cn � cn i- cn Z w Z c� cn � w aC cn LL �' o w cn w cn ; cn cn i - cn cn i - i- cn W F-� J 0- O 2 w J c w :J w Q W' w 0' O d 0 ; OF- : U� W-� �-� 0: uI � O w W i- ._ w Z w W w I- � O w I- W - W F- J W �- W f- J J W I- w N Z F- a Z f- Z F- Q i �� W �� w► ¢ F- a �> I- ¢ m a �- ¢ ¢ Q z Q Qa Z Q Z Q X Q cn : _ Q cn i ;a U >Q > a i cn cn : X X Q �, U) X � N : �, ?a > : � � ': (n .................................................:.................................................:................................................:..................................................................................................:..................................................................................................................................................................................................:.................................................................................................:..............................................................................................:..................................................................................................:.................................................:...............................................:................................................................................................:.................................................................................................:................................................:...............................................:.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 00 'S i _ � _ '•d r- d x W i ep � U ao � � i r a0 ip ' r- N r- : �- r- d r- d d 24+00 25+00 26+00 27+00 28+00 29+00 30+00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 23+40 - 30+20 . SCALE: 1 "=20' H; 1 "=10' V EXISTING GRADE : .......................................................................................................................................................................................................................................................................................... PROPOSED GRADE ......_>..................................................................................................................................................>.......................................... .......................................................................................... ... ... >... ... .................................................................................... ... .................................................................................... .......................................... .......................................... .......................................... .......................................... .......................................... ........................... .................................................................................... ...................... .............................................. .......................................... .............I............................ .. LAZY BRANCH CUL DE .................................................................................... SAC 370 o : : , 1;5 MIN. SEPARATION TYP. SHALLOW WATERLINE UP TO 3' :PROVIDE GRADUAL _ _ _--- __ _ - - r _ PROVIDE GRADUAL F I VER T PR VIDE O : M NIMUM CO , O O DEFLECTION OF PIPE TO PASS 6" CLASS a2 DIP _ ---- � ' -' - -- DEFLECTION OF PIPE TO PASS 1 CLEARANCE FROM BOX WATER UNDER STORM TO WATERLINE - __ _ WATER UNDER STORM TO ..........................................................................._>............................................................................................._>........................................................................ CULVERT. ...................................................................................................... : PR VIDE 121' MIN. O ... >... ... ... ... ... .......................................... _..........., _�__ r - . -............. .......... ....................................I............................................... ....... ............................................................ ... 360 )O OVIDE 12":MIN. SEPARATION : ADDITIONALLY, PROVIDE SEPARATION FROM STOR M ; , .-.. — : N FROM STORM INSULATION OF ;WATERLINE PER '` ACSA SPECIFICATIONS. - _ _ ----- :- - - - _ _ ___-- : _ - 3.5' MIN. COVER . _ _ ---_ 1 f�_ • o • : : _ :...... .......................................... ....... ........................... ...................... ................. .................................................................................. ....... ........................... ...................... ............ .......................................... ..... .. ................... ............................... . . . . , - .................................. ..................................... :... .......................................... }- : _..w : �:. ;, ; ,., _ . 11.3 (� : 13' W Z. 0 ....................................:.............................................._:.............................................;............................................._:........................................._.................................................................................. J . . ..... ................... 340 = w -: U w I-- W W W W W w U Z W W: L:l W w . w: uJ 1W W W W W W W W w W Q U — U — U i — -� U — J U — i _I '• U — ! O U U — U — ': U U — (n s J U — iU — U — U — U — U — U — U — U — U — ; U — r t > i > ..........:.................... ......................:-....... >r i > .......... � ..................:.................... i > .....................� ' ............ ....... > ................;.............................................;................................... � i i > ..........................................................:..................................-..........:............................................. i N > �-: � ................................................ ........................ > w i % m i i > w i ........ Z ..... ....� ... i> ........... �..... d ... > Er..... i > ......� > ... ... ...... '> �..... .......... > �..... ................................................... > ...: '. i > ........................... ................ > ... ............ .......................................... i > .....�.........,�.... .. ............. 330 )0 W (n W cn W cn �y� F- W cn N F- W cn i- W : (n : X_ W w; uj W Q cn ; w Q) N W cn : Q: cn : W F- w 0 iW (n N U W (n i W (n W (n w (n W cn W: cn W ; cn W cn i w ; cn Q a' QX w >' J; w w=w w Li w `: 4 w w W: Q J � W iW w : w w W W a! W : 0 w W W w W I- W I- W I- w I- W I- W I- J 1- U E- - i� ._0' I- > i i F- O F- ? o 1= F- O � �- i- 1 i- F- 'I- 1- {- i Z m f- d F- Q {- Q ? Q ¢ Q Q cn Q F- _ Q (n ¢ Q cn ¢ � j Q X; x i� a 0 x Q j a � 1 co Q 07 ? ¢ � j o a � a 1 � ¢ a ¢ a; � o c� ...............................................:.................................................:..............................................:................................................:...........................................:....................................................................................................................................................:............................................':.................................................:..............................................................................................:................................................-...............................................................................................,................................................................................................:................................................:................................................,.............................................................................................:..............................................:................................................:................................................:...............................................:...................................................................................................................................................:.................................................................................................:.................................................................................................:..............................................: r r - r �r r ' �r : : m r oo ifl oo r- : r - `r W r - ao r- r- s r- �- r- r cfl 31+00 32+00 33+00 34+00 35+00 36+00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 30+20 - END SCALE: 1"=20' H; 1"=10' V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ���PVT H OF �-j O i o�� • v Alan G. Franklin � Lic. No. 35326 0 07-06-22 2 F N, ss/oNA� ��� A Z r (D F , 7— vJ Z VJ V C.� W U O' fn - O IN I-- W z 0- U) Z) W Q o z r U - a_ I W 0L W OI LL Z 7 W Q m 5' Q w VJ z LJL KEY ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22', PLANNER & PARKS COMM. 03/07/22'i FOR SITE PLAN APPROVAL 02107/20'- COUNTY COMMENTS 08/09/19'- VDOT/CO COMMENTS 03/27/191- VDOT/ACSA/CO COMMENT 10/01/19' VDOT/ACSA/CO COMMENT 04/24/18' FINAL PLAN SUBMITTAL 04/04/17'- SRC COMMENTS SHEET U1f� 1(� �� OF 76 FRAME & COVER SEE F10: S-1—D, E STREET SURFACE OR NON —PAVED AREA SLOPED AREA N � _ 2'—p" y RUBBER COATED STEEL STEPS 1` -0 MAX CAST IN PLACE r...aL'..=i PRECAST REINFORCED CONCRETE °. SECTIONS WITH "0" RING SEALS e OR APPROVED EQUAL T-0" MIN ' A THE DROP CONNECTION SHALL BE ¢ DUCTILE IRON PIPE (CLASS 50) a 5" BACKI"ILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF —COMPACTING 16't MAX STONE, a t� MINIMUM ELEVATION DIFFERENCE VARIE 1 MIN 12'MI�I ,A ACROSS M=H< FROM INLET To t1UTL6 SHALL BE 0:20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OU LET PIPE SHALL BE a ! PROVIDED. 12, "N. ' a 3/4 DIA OF LARCEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO: 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED) BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4� SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG: S�I�C TD--28 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST ()& HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 13E CONNECTED USING A PIPE SADDLE. 3: MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4 ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2t MIN DIAMETER OF 4": 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT -- TREATED FINISHED GROUND �� 2 x 4 MARKER PLUG END OF MAIN LINE 45O{O" SECTION SERVICE LATERAL ' IN LINE WYE—TEE PLAN VARIES IE SEXIER SERVICE LATERAL. CONNECTION N:T:S. FIG. S-2 TD-35 EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE 8"MIN 36"MIt 1 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING —BEDDING 6" max 4" m in FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE q'AL.L PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDIN G OF Na: 68 STONE ' TYPICAL: SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/41{ 1s MIDI b — b 12" ti. FLEXIBLE CONNECTION --LJ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL F BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FIG: S=1—=6 TD -'27 ANCHOR EXTENDS INTO SIDE OF DITCH I DITCH LINEON (4) 1" (25mm) DIA HOLES 32 3/4" (634mm) DIA BOLT CIRCLE: 2" (51mm) LETTERS VARIES E).i< 3pIPE d (RECESSED FLUSH) F I 1. [25mmI 2500 PSI CONCRETE 112" 7 > PLAN (2) CLOSED PICKHOLES �t�\A'1 *�.,,. [38mm] Y� SPACING SPACING SPACING �� L-y-- -�-1— O i-4 D.1. PIPE n (P L4 0 m S S` (2)) CORED PiCK9AR5 ci © �•��••� � I ANCHOR NO. 1 AT `z FIRST JOINT ABOVE �»T i 1/8` (29mm) DIA 3455 1 GRADE SPACING MANHOLE, .AJ 2OY TO 35% NOT OVER 30' •., 35% TO 5O% NOT OVER 24' r , 50% OR GREATER NOT OVER 16' T ,.`z a •i PROFILE 27 1/7" DIA [699mmJ [38mmj 1 , k 26 1 4" DIA 7" �"— [667mm] [178mrnj ZB" NA 1 1�2" 1/4' (8 [M DVL GM [38mm 1/6' 0 Z4" tlfA NEOPRENE GASKET T [79mm] I T• [soemmj F � E 28 7/16" DIA 5/8" r [722mm] [16Enm] 23* DIA [584mm) TYPICAL ANCHOR DETAIL FOR� [914M ] 63 MA[633mrc,J SEWERS ON GRADES 20% AND GREATER O.D. OF GASKET ORooVE FRAME SECTION s1=cTlaN N.T<S F10. S-4 FRAME & COVER (SEE FIG. S— I—D,E) SLOPED AREA --"� STREET SURFACE OR NON —PAVED AREA V-0„ MAX RUBBER COATED STEEL ` : I i) MIN STEPS CAST IN PLACED PRECAST REINFORCED d CONCRETE SECTIONS 12 MIN „Ot, RING SEALS A 10 MI.AA ; MINIMUM ELEVATION DIFFERENCE ACROSS M:H. 5' 4` 0" i FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE � DEPTH OF FLOW FILLETS e VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING a SEWER. { * .¢.d d ,..: ` 1/t. A FILLETED INVERT Oft A SMOOTH < ° ` • TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN, 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON --EXTENDED BASES: 5. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOVING BRANCH TIE -_IN. N.T.S FIG. S--I—A TD-25 EXISTING GRADE MECH INICAL—T PIPE JOINT MECHANICAL PIPE JOINT T=YICTII\I PIER SPACING APPROX. 17' O.C. S.S. AERIAL CROSSING - PIER/ANCHOR SPACING FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE I=II DRAIN TO GRACE IF POSSIBLE T�I€. mow' BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE �--TYPE "K'* SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN LION --TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER TH_�N 12" USE A 1't A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE A.R.V. AND FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) NTS FIG, W-9 DETAIL D-003 N.T.S. I R"OI r1rlI1Ir1I7CTC ('nI I IAAAI :TILE ION IN JOINT RFACE) TOTAL) _LY SPACED ND BOTTOM �Ivul�� NOTES: #6 (20 TOTAL) 1. SHOP DRAWINGS TO BE PROVIDED TO ENGINEER AND ACSA EQUALLY SPACED PRIOR TO CONSTRUCTION. TOP AND BOTTOM 2. FOR SEWER INSTALLED NEAR MINIMUM SLOPE, EACH SEGMENT OF SEWER SHALL BE SURVEYED AND VERIFIED PRIOR TO BOTTOM ELEVATION MOVING TO NEXT SEGMENT. OF FOOTING TO BE ON BEDROCK PIER ELEVATION 76__ S.S. AERIAL CROSSING PIER 48 DETAILS N.T.S. 6. Specifications ad Diameter Diameter (D (q Diameter (D TD---20 Item # 59A-8, Stainless Steel Stanchion Saddle Support Service : Support pipe low to ground. Material: 304/316 Stainless Steel: Ordering : Specify by pipe (standard or ductile iron pipe), figure number, distance from center line to the concrete, Note : The "F" dimension can be modified t6 meet any specific application requirements. Each unit has an adjustment handle that can be used to level pipe after installation. In in -112 in In /8x9x9 1/16<:in.;.:. <: l2:I:::::::.... .......................... 1 4:x'n:;:. CONCRETE FOOTING 4 v 64 p a 1 5.., . #4 TIES et,12"„O.C, 4 t c "4 a 4 { ° y. 4 h a. 4 (MIN) e 4 a � s4 .. •• 4 4. ° 18"O SWOTUBE<W/ , :> (6) - #6.VERTICAL 4 . :(EQUAL SPACED) d 3 4 t .J' 4 A , y .H. 8'-0" (MIN) COLUMN SECTION A -A Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF Alan G. Franklin Lie. No. 35326 w 0 07-06-22 , Fss / O � NAL KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER 8, PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET u� �-2fnll0 �Q OF 76 FINISHED GRADE AIR RELEASE VALVE ' BRASS OR BRONZE PIPE BRONZE GATE VALVE p AiN TO GRAE?E IF PbSQSL� r — BRIT SUPPORTS OR SOUS} CE MENT BLOCKS: 4 CRUSHED STONE TYPE t`K" SOFT COPPER CORPORATION STOP NOTES., 1) A PRECAST MANHOLE CONE AND COVER WITH 'WATER_ CAST` ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON —TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12_ USE A 1 A.R.V. AND FITTINGS• FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS' WHERE THE A.R,V, ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE. INSTALLED SO TIME WATER LINE DOES NOT SUPPORT THE. MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS F1 G. W— I TO-2€T F f F COVER LIFT NOTCH 14 1 12" 12 1/2"- - 12 �/8" { WATER t. CAST IRON LID 18" METER BOX 18't t 6" EXTENSION PIPE SLOT (2 PLACES) I i i NOTES: (1) A 1-3/ C�4ff DIAMETER HOLE IS REQUIRED UIRED IN THE LID FOR TOUCH READ METERS. i i TYPICAL DETER BOXES I I (/8"-1" METERS) NTS FIG. W-7 TD--1 3 4" DIAMETER BRANCH AND VALVE —-,, VE BOX .J. PLUG VARIES WATER MAIN --I \--RESTRAIN€D JOINT FITTINGS ON—LINE (TYPE B;, VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC GAP { LUBRICATE ALL THREADS THRUST BLOCK --- METER BOX (SEE. FIG. W-7) VALVE _- NO, 57 STONE M.J. FITTING tl `2" PIPE SLOPED TO DRAIN IF „ GR ADE DE ALLOWS 2 . =t,a VARIES VARIES 2 BRASS PIPE _ . �;...•• 2" THREADED TAP WATER MAIN AND VALVE ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL 24 IN eft MIN MIN.. ` fvlwi MIN. ma`s^ 61t BEDDING 3••tx #68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE. THE PIPE DOESN'T LEST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE. A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER —CUT CONDITION 4' MI INITIAL BACKFILL 4 MI UNSTABLE �" B" ' �.• a" SOIL ._. MIN, MIN. MIN MIN. x 68 STONE GRANULAR FILL AS APPROVED BY ACSA SA id`I " 0 STABLE `SOIL Oh ROCK NOTE , 1. N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.INO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 TIC--2 NOTE' HYbRANT MUST OE E04PED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD LENGTH Or BRANCH VARIES . bit MIN 2' TOtC�` (27) vALVE BOX 7 CU, FT. #6B STONE 42'MIN 6>' GATE: VALVr T hIE ylr e 2500 P•S•I• CONCKTE , :x BASE AND THRUST BLOCK AGAINST UNNSTURBED STABLE SOIL: STEEL. PILE WHEN THE SOIL IS DISTURBED OR WHEN JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL; IN ADOMON TO POURING CONCRETE; A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE L SURROUND WE= P HO%.lwa WITH GRAVEL 'TFI FtA I~L AND XEEP FREE OF CO C N BETE. 2. MAINTAIN A 3 1/Z MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLWDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE: FIDE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOW5D IN SHOULDER OR BEHIND THE: DITCH. IT IS NOT ALLOWED IN THE DITCH. 5, FIRr- HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOWV THIY PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BI" IN WET AREAS; 7HE WEEP HOLES SNAIL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIDE HYDRANT ASSEMBLY DETAIL. N:T.S: FIG. W--4 TD-8 I FINISHED GRADE t ITI`�.7 €I`�"1 `I�IY _ ' �'I'•.�... "�•-.�.`.'I�"'I•--�` �i--->-xTt T��I�.--W..�•..�.•• TRENCH /R5DUCER • a i {- 2500 P.S.I. CONCRETE THRUST BLOCK, UNDISTURBED SOIL lEr MIN, ; PROFILE VIEW o, EDGE UNDISTURBED SOIL — — ` 24" MN. f € OF TRENCH , A Q REDUCER Bff MN Q 2500 P,8.1, CONCRETE THRUST BLOCK, } UNDISTURBED SOIL -- EDGE � OF TRENCH � � >` 24" MIN. NOTES: N PLAN _VIEW- I NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PANT OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR A5 APPROVED BY THE ACSA. I 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA, I CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS, TYPICAL REDUCER THRUST BLOCK NTS FIG. W--3D TD--=7 i PLACE 5' GALVANIZES} " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCA71ON MAY BE SUBJECT TO HIGHWAY DEPARTMENT' APPROVAL. FINISHED GRADE } I ADJUST0L E TRAFFIC RATED II VALVE DEIX W/ LID II t.I Z M.J. GATE VALVE WATER LINE > k I > . I 2500 PISA, CONCRETE 2`x 2' BfAI2ING AREA. THRUST SLOCk d A DOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.. TYPICAL GATE VALVE NTS FIG'. 'N--5 TD-9 T" COMPRESSION x 3/4 MALE PIPE COUPLING OR APPROVED EQUAL TYPE 'K* — SOFT COPPER FOR USE ON ATTACHED SINGLE FAwLY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. i"x!'xt TEE NOTE: w SWEATED FITTINGS DUAL SERVICE " I" COMPRESSION x 3/4MALE PIPE COUPUNG OR APPROVED EQUAL SflI F COPPEti tiff FOR USE ON KTACHED SINGLE FAMILY RESIDENTIAL SERVICE WERE AN WIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: I) SADDLES SHALL BE USD ON PVC PIPE, tr y^��•-�° OAST IRON i1q_lxm� tl FtN15i{>;Gf t.XA01_ MI BALL METER yy BOX ff (IA & OUTLET) 38 MIN. GOPPERSETTER 1/8 BEND COUPLING METER CORPORATION STOP BRICK AS NECESSARY si5 ' �f5 SAND OR DUST UNDER M! PIPE; >I:�pj 4" DIAMETER DRAW I1" BOX AND SETTER (2-INCH i S rcr � hl +�� LONQ STONE POCKET, VGWT „ . MINIMUM THICKNESS) f5:`>kq t S:•: ?�+k?'v j SPEC. 2d3 fi0 5-1AG6REElAFt TYPICAL SERVICE LATERAL INSTALLATION (5/8"' & 1" METERS) NTS FIG. W-6A TD-10 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 70 Lic. No. 35326 W 0 07-06-22 141. ^� / ^ J 0 NAB KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET : I __ - � � � . --------- � --- � --- --------- I . . o : . � : : ; : . z : : : ; : t : : : z : : � : z : ; : z : . :PLANT SCHED U LE ; . t I . . . : : : __F___ : : : Qty. I Symbol 113otanical Name Icommon Name I size I Canopy/unit I species Cano mments I Py Co : I . ; . : : � � : : z (SF) � (S F) : : . � . Street Trees "II.Ill""Ill,",..,%.",.,�'ll"I .... "I'll.-- ... 1.1111111..� ... 11 ... "I".., ....... I..",,.""",.,"..",.,..,..","",."��'ll""II.11'.."1.1.11'..",".,.111.1 .... 111.1111111.11".."111.1111.1 .......... I ... 11111111111111111.1111.� ... �11.1.111 ... I ......... I ...... � ... � ...... .1 ...... 11.11,111.1111.11,11,.1.11.1..",.""""",.,",1.1.11,1111I ... 11.11,1111'..",.,.,.�..%%,.,%%..��������%�%,%%.,%�%,.%�%,�..."����..,.����,,,��%��.,�,��.�,v 48 : : : :: LS : : ; ':Liquidambar syfraciflua'Rofundiloba' I � Rofundiloba Sweefgum � 5 I �.11111111%111 ..... : p : : � : 2" Cal. . . Z I ....... 206 1 ............................. 82 : : ..................................... : : P L : . ............................................................................... I ................................................................................................. : 'Platanus acerifolia .................................................................................................................................. �. ; Ionclon Planetree ....................................... � ...... � � .... ... .. : � : � : ; 2" Cal. 1, : � ... � .... � ...................................... � .............. 368 � � .... 1.111.11.11,1111.11 ... 28 I"? ...... ���,,���,11.1.1.1.11�'ll1l.111.�ll-I.-I'll""I : : : QB I., I'll ___ "I I'll, - I "I'll I .... 1111111_11 ____ ____% ...... 11111%1 .... 111111 ...... q. ... w.w ... wq�q� . : : ::Quercus bicolor .... q�m ...... qqqqqqwrwwwwwww%%%%qW, I .w%%%..%%%%1 ..... �ss% ... �.,�.�.111.�.,��.�..�,�.."�'..","",""""""'ll""I'�'ll""IlI ; � Swamp White Oak ; : ............... 1111%1.1qq111� ������%�����������������,����,���%��%%��%��%�%%%%%�%%�l%%."'I : ; � : 1 2" Cal, z : z � """""w 299 � I ..... 11 ..... ..... 69 11: ... I .... 111 .... 1111 ..... : . ; : QS �11.11 . .... I ... 111 .... 11 ... I .................. 1111.1 .... . __ ... � ............ _111111 ... I ... 111111.11 ... ...... � ... : : 'Quercus shumardii ���'ll",�,�.�.�-���ll,��'ll,�.�'ll""I'll""I'll,'ll""I'll,�����������,�,'ll"�,�,������� __,__11 .... 11.1 ....... � ................ � ...... � ......... _ ... _ I 11.1 . ; p humard Oak IS . . . ... 1.1"..", ....... 1 I—— : I � : � ; 1. : : 2" Cal. 1 , ,..1 .......... ..... .... , . I 329 � , 11111111111111111111 57 ..... � ............................................................. . ; __11_ . : *: TC : � .............................................. * ........... ..... ......... - : :Til[a cordafa'Greensp[re : � ......................... ...... . .. . ... ..... .. ........................................ ............................... . ..... , " i, *'*'**"* ... . ....... * .. ..... ...................... ............................................. I � � ,Greenspire Linden � ...................... .............. ... ... ,�.��l".���.������.��,������ll,�..","",",.,",����,���,,��,�I � � : i : � � : 2" Cal. . : j . i I 249 1 K1 284 .�,�����.�..�.�..�������,:������.�-,��.� . ; : : = Total S . _1 : � .................................. � ............. tre e t Tre es : .... 1 . I .............. I ............................ 11 ...... 111 .... I—— 111.11.1 1 � - ... - I ...... � ... � .................... � ................................................................................................ � ; I w . I I—— 11 I— ".. 1111 ...... I ..... I ..... I.. I .................... 1* I � � ; ................... I ........................... I .......................................................... : I ; � ; z ; I . � ** * , �' . I : : � .......... TOTAL =� i I - � - , � : : ............................................. I .......................................................... - Site Plan Trees - - : � ...................................................................................................................................................................................... � . � � ...................................................................................... . a � : I . : ...................... I ............................................................................................... � I ...... 111 ........ � ............ 17 : ......... 1.11, ........ 11.111 . : ; : AA ...... : ........... 11 ....... I—, ...... I ............................. � ....... � ..... ........ � ... __ ..... .................................................................................................................................. . : : :Acer rubrurn 'Autumn Florne' , � ....................... .................................................. ; iAuturnn Flarne Maple � � ...................... ............. � ... � ... � ... � ..... : � : z : 2" Cal. z : � � .... � ... I—— .......... 1 ...................... I ..... I'll.. 397 � � I ......................................... 15 . � ... � ............ � ........ � : : : : AR I .......... ..................................................................................................................................... ... ........... I ......... : : : 'Acer rubrum'Red Sunset' �.. ......... ...... ............................................................................. � ......... � ............... ....: � . : jRecl Sunset Maple � I I : : : . ................................................. � ................................ : 2" Cal. 1 . z .......................... � .............. I 397 I - ... � .... .... I .............. 16 : : : ..................................... : � AS : a : ................................................................................................. � ................................................................................. : 'Acer soccharum'Green Mountain' ............................................................................ � ..................................................... I � 'Green Mountain Sugar Maple � � % ......................... � ............. �� ... ... �- - . : I : ; � 2" Cal. � k : � ... ........................................... � .............. I I , 195 , � 11.11,��'ll""I'll�,�,�'ll,�,��'ll""I'l�,,����'ll""I'll,���,�,��,���� 29 : . : : AC .... "I'����'ll",���'ll""I'll�.11,11��,,���,���ll,�'ll""IlI ....... __ �,�'ll"�ll.l..�..�'ll,��ll.��������'ll",����.111I "I'�,,��ll,�,�'ll""I'll'll""�'ll"�������ll,"-,�,,���,�,,�,� .............................. : :Acer sac charum'Comme moration' : .... � ...... _ ........... �'ll""I'll����,���,,����������,�'ll""I'll.11,41��,,�,�'ll,'ll""I'l�ll,�,,,�'ll""I�",�,��,��,����� � iCommemoration Sugar Maple - : : z ... � ... : z : 2" Cal, I : � ���,�,���.�,��ll,�������'ll'.�,�Ill"""�,��,,��������,����� , � 1 195 . � _ ............... 1 ... 10 : ....... ... ..... ; : : AM � ... : ......... ... ... ........... ... ........ ...... ............................. ; : :Amleanchier x grandiflora'Autumn Brilliance' , *** * ; � �Autumn Brilliance Serviceberry � t _ , * **** * % - � : z : z : 8'Clump z : t I I - I I 130 I � - ....... .... I ... I—— 20 .... : ............ I.." .... I— ---- : : : BN 111:.1 ....... � ........... � ............................ I.., ..... I ......... I— ..................... I ............. I ....... 11 ........... I., ...... I ... I.., ......................... . : : 'Befula nigra'Dura-Heof' �__111111 ... � ....... � ...... � ........................................................... . ... � ............. � ........ � : �Dura+leat River Birch ; f .................. ..... . ........... . .... t ..................................... : � . : 1 : 14'Clump � . : � ............. I ...... � 397 I ..... .... * � 1 .... 17 I—: .......... .... 11.11..1.1 ..... ; : ; : CD __._ ..... ............................. � ............... ___ --- _._.___ ........ ...... � ..... � ............. ___ ......... � ........... : : : :Cedrus deodara ._ .... � ............... � ................................. ..... . __________ ...... __ ...... ; ; . I . . Deodar Cedar � � ....... _ ................ 1.11 .... 1..- : , : k : � : 81 � ; z _ ...... _ ........ 11.1- , I � 143 z � . ............................. 8 ' : : : ..................................... . . : CC : ........................................................................................................................................ -- -------- * ....... . .... ........... . . . : :Cercis conadensis' Forest Pansy' � ............................................................................................. � .................................. . . 7 � �Forest Pansy Redbud z � ..................................................................... , . ; � . : 1 6' ; : : . � --------- � ........................... � .............. 124 � � ......................... 6 � ......... ........ ....... : : 1 : : CF _. ......... 11 ....................................................................................................................................................... : : 1 : :Cornus f lorida 'Cherokee Princess' . � .................................................................................. I ...... ....... � ............. � z �White Dogwood ; . :..... ................................. � : ........ � . I : � ........ .......................... : 6- . : . . I ....... ....... - ...' [ .. - 124 ............................. 25 : ...... � ............ 11 ......... : : : LS � .t..1..1. ................ .......... I .................. ......................................... I ............... I ................................................... "I : : liquidambor syfrociflua'Rotundiloba' � ... I .............................. � ... I ... 1 ................... � ... I .................................... I ....... I .............. � lRotundiloba Sweetgum : � ..... � ................. .................. �, ........ _ ............................................... : . : : 1 : 2" Cal. . : i ; . I...., ........... 206 , ....... 11 .................... 17 : . .............................. : : : OV ...... . ..... ....... .... . . . ............. . .... ... .... � . ............ . . .................... . . . . . ... : : :Ostrya virginiona : ..... ; ................. ... ....... . ............... ...... . . ... ................. . . ................ � ; ,'American Hophornbeam i : ............................................ * ... . ... : � I : , : � : 2" Cal. � : � ..... ............. ..... ............... � ............... 99 z � I ............................. 20 : : ..................................... : : PA : : ................................................................................................................................................................................. : 'Picea abies v ............................................ ............................................................................ : . I Norw ay Spruce : � ...................... _ ................. . *** ... � ........ * ........................ : 1. : . : 8' 1. : . * .... ** ............... � .............. 41 i ............................................................. 165 : . . � : PS : ..... * ..... ... * " , " ,, * .... . . . . .. .. . ................... ................... * .......... .................. ......................... ' ** .... * I : : 'Pinus stroebus ........ 1-""s �.�.�. ... � ................................................................................................................................ � iWhite Pine ; . �....�........,................................................. : ................. .................... 11 ....... � .......................................................... : . . : . : � : 81 1 1 : N I ............... 118 z z W�W""""""`""w 193 . i . ..... "b"" ......... . � JV "w .... .. ... _� ............ ��.��� : ---- - bb_b__� ..... . .......... ............. : . . ; :Juniperus virginiana _ ....... �W.Ww�����. ..... ��e�ee.�.� � . 'Eastern Red Cedar � ..... ..... e-ele--",-"—���.��W.-��.W�ww��w . � : z : z . z : I 8' 1 ; ... www .............. o��o� � z � 16 � 39 : : : : PL : . : : 'Platanus acerifolia � i � london Planetree � : � . . : . : . : z 2" Cal. : � I � 368 � � ............................. 15 . : ..................................... : : *: QB . ; : ............................................................................................................................... ................................................................................................................................................................................................................................... : ',Quercus bicolor . . � I Swamp White Oak, � . ... .... . ... �- . � ; z ; � : 2" Cal. .. : . ------------------------ * . ....... ........ I ............... , , 299 � t. ............ I ............. 22 .......................... : ......... ....... 1111 ..... ; : : QC ............ �: ..... 1....., ...... __ ... I ...... 111.1 ....... � ..... 1 ...................................................... ".., ........................ ; : . . :Quercus coccinea ,, ........ � ........................... � ..... .................................................................. . . ; iScorlet Oak � . � . . .......... * . .............. * ...... **** ...... �_*** .............. : z : z z :. : 2" Cal. � . � *********** ... * ........ � ...... 1 ..... I 1 .... � 370 � � 14 : ....... ........ : : QP : : f . ...... ... ....................... � ........................................................................................................ � ... � ......................... : : 'Quercus palusfris 11111. ......................................................................... ... � ..................... ; , : :Pin Oak � : : ................................................. � .................. : 2" Cal. � : ! . � ................ � ............ � ..... I ............... 370 � � ............................. 13 : ..................................... . : : : QW : : .............................................................................................................................. � ........................ I ........................... : ,Quercus phellos .............................................................................. � ......... . ... I .................................. I I � ; :Willow Oak � ................................................. � .... � ...................................................................... : : � , : . 2" Cal. ' : � : z � 370 � � � .................................. 7 ...................... � : . .................................. : : QS : : . .............................................................................................. � ........... � ............... ................................................... ; : :Quercus shumardii � ...................................................................................... I .... ................................ ; . . . Shumord Oak � .: ............................................ : �* * .... : � : 2" Cal. � � : � . � * . . .. .... .... ......... . . ............. � � 329 , . , ...... 668 . ..................................... . : ':= Total Site ............................................................................................................................................................. ........... Plan Trees y - - ---------- * .......... ***** ................ *** .......... ***** ...................................................................................................... � t . : � ........................................................................... : . : I : . . : . . , . � TOTAL =� : 'Park Trees 111--.11-11111� 11- : : : 11111 : : 2 I .... . ....... : . : A A : �, ....... 1 ... %q ... ��.%��,������..����,��..,..-"%,%,%--���.-%%%-,—"—""'-"""".-.-,,.....,.--,-.-�.-..-�-�-----�-�-,.--� a 'Acer rubrurn'Aufumn Flarne' : : . � ......... �____,_%__., I 4Autumn Flarne Maple � �._ ....... �."-�%��—%-%-%%%%"--,-,"�,,�, : . : . � : 2" Cal. � : 1 I 397 : : : .... 11.1 ................. I : : 2 �'ll""I'll,�,�'ll""I�����,�,�.�,�����,��'ll"����,����,,�,-������,�,.1.11,.11,111,111,111,111,��'ll'I.",�,�.111,�,���.I."�,��.�����������,,���..���.��,.�������,,�,���'ll'I.I�,,����,���,,�111.11,�,��,�,�,����������,�'ll""Ill'-,�'ll,��,���,�,�'ll,��,�,,��,,�'ll"I .... : .... ....... _ ........... __ ........ : : AR : . ........................... ..., .......................... � ... � .... � ... __ ..... ____ ... __ ....... _ ....... __ ...... _.1.1..11.1..1.1.1 ......................... : 'Acer rubrum'Red Sunset' : : .... __ .......... � .............................. � .......... __ .......... I_— ............ � ................ 1.11 ........ � 't Red Sunset Maple � � ....... ........... . .... __ ...... : V . � '_ : 1. : i . : 2" Cal. � � � ' " "' ' ' 397 : : : : : 2 "I I'll 11? : : : AS : 111 I I 1 1*11, . . ',Acer saccharum'Green Mountain' : ***?1 1*111*1*11 . . a ..... ��,.���.�'I'll"�,��,��.�1.11,11,�����'ll""�,���������,�������-11��-11'll",,�,����"I 111�111.11111__ 'Green Mountain Sugar Maple . .......... I'��,����ll,�,,��,���,�,,�,�'ll""I'�,,�,,��,�,�,�,,���'ll""��,,'ll,��������,,�� ; t ; � : 2" Cal. � : � 195 : ?,* : : 3 : :_ ........................... : : : : AC : ................................... ** I , I , I I'll "I'll "I',"", *** ....... . : : I :Acer sac charum'Commemorof ion' _: ................ I ... .... ........ ......".1111.1111111,11"_ ................ . . .... . . ...... .. ...... .. ................... ........... , ' ............... ' *** ****' ': I I � � � Commemoration Sugar Maple � : . . .. ................ .......... ............... � ......................................................... : : I : 2" Cal. � I � I 195 : : : : : 25 1.............. : : : BN : : � ...................... � ........ � ................................................................ : 'Betula nigro'Dura-Heai' . : � I ... ,".." ............. 1.1.111111 ................................................................... . I— ... 11111 � : : ,Dura-Heat River Birch : : .................. ........................ I ...... ................ : � � : . : : 14'Clump � � � ................. ....... 1".. 397 : : . 1.1-I.- : 9 : : , .%_%%_ : : : : : CD ..... �,�%...%��-,.,.--,...,-",",-,.,,.---...."—."�—..",,-1,"�-11111--.,.,",-l---�".,..�...�..��-%%�%�-�..� . . : : ::Cedrus deodara w . . ............. .. ..... �,�.,,-......,,,-,-,..���-�.-.,�,�,--,-,--,..,..�%�%"'-�,...� . :Deodar Cedar � . ..... . . . ...... _ ............... � ....... __'_,_ : , : I ; ; : 8' 1 ... � 143 : .............................. : : 10 : : 1*1****" *11, : ..................................... : : CF : : .............................. � ................................................................................................................................................... : 'Cornus florida'Cherokee Princess' : � ....... � .................... � ............................................................................................ � ..... i ; : 'White Dogwood � ; .... * .......... ****** .... *** ........... ..................................................... . I � : � � : � : 61 � : � : � 124 . * - : : 12 : : ! . 111 I'll, ........ : : : : Ll : � ..................................................................................................................................................................... . : -Logerstroemia indica'Dynamite Red' : : � ...... ... I I . ...................................... ..................... ............ ........ .. . . .............. I � Dynamite Red Crapemyrtle i I .......................................... ..... � ............................... : z : I . " I I : 6' . . : ....... � .............. 77 : .............................. : : 1 : : . : ..................................... : : LS . .............................................................. � ................................................................................................................... . : 'Liquidambar sytracifluo'Rotundiloba' ; ........................................... ___ ........................................................................ ; . . . 'Rotundiloba Sweetgurn .... � .................................... ....... ......................................................... . " : � : z : 2" Cal. � : z . z 206 ; : � ............. � ............... : : : 64 ............................................................ : . . . ; : JV � ....... �, ........... : ****: ............. * ............. **** .......... * .............................................. ... : . : : :Juniperus virginiano I ... � ..... w ............ " * '", - � --- * .... .............. . ........ ** .......... * .......... ** ... * ................... " : : 'Eastern Red Cedar ; I . : .................. 1.11,11,111.1'..", .......... 1- .......... � % � : � : 81 1 � ��,��ll.l..,..,.,�."..".--��.� ..... I .... 1. 16 : : r, ...................... 11,: : : 2 � ... � ....... ..... ....... : : : : PL � , ........... 111 .... 1.1111. ..... ............. � ... ............ I ...... � .... "I ... I ..... I ..... I ... I ..... : : : ;Platanus acerifolia � ............... 11 ... ........................ 111 ........ ., ....... I ........ 111____ .... ................ 111� ; � . ' � Iondon Planetree ............ � ........... I...... ....... ... .. . � .. .. .. : � : 2" Cal. z ; � � : � ; � ... ... ._ ......... __ .... I ... 111.111, 368 : ; ............................. : ! I : *1 11 "I'll", ,_ : ......................... � ........... : :: QB : ............................. : ............................... _ ....... ________ .... � ... __ ____ __ ....... _ ................ _ .................................................... : :Quercus bicolor : ... � .. . . ................. ............................. .................. ..................... ........ �� � ........ ..... ..................... ....... I .... ... ......... � ........................................ ..: � 'Swamp White Oak c : : . I : . . " ' : 2" Cal. ; : : � 299 * ' ... : ?1111 , : : , : : : : �.. .. ...... � . .... .................... . :Quercus coccinea : . . .. ... ...... : ................................................................................................................................ � . :Scarlet Oak . . ...................... � ..... I ....... � ............ � ........... � : � : � : 2" Cal. 4 : � z ............................................. 370 , � ................... ,, : I : , . 2 , : . : � ....... .. . ................ . ..... ...... : : : : QP � .......................................................................... ........ ..... � ....... 1111111 ..... ��,�.,��..",,�..����.����ll,�,,�.�����,���,�����'ll""�Ill""I'll",.",��,Ill""".� .... �,��������,,�'ll""I'll""I'll.l.�.�.�� . : : : :Quercus palustris � __ . .... � ... 11_______ ... ....... , ....... ...... �,������������,�,,�'I'll"�,.�'ll1l.11��.��.:: � 'Pin Oak � ; ; 1.11,11.11,���,����'ll""I'�,.��� .... �������.����������,�,�,��,���������,���,��ll,",..'�'ll"..,.".I : i : ; 2" Cal. � � ... - 370 I : : 1. : 2 , : : : : : : : QW . ....... ........... � .......................................................................................................... : 'Quercus phellos : _ ......... .......................... _ .......... � ............................................................. � .......... __ ............. I � I � .Willow Oak � ................................................. ............................................. : I . � ; t . 2" Cal, � : � � ........... 370 I : .... � ......................... , ; : . ; 139 I ; : ....................... ........... : ..................... � ...... � ....................... � .................................................................................... 1 ............................ : : = Total Park Trees : I— ......... I .... I ...... � ....... � .......... � ......................................................... 11 .......... I., ........................................................................ � � z � � ........... : z . � : � : � I ........................................... TOTAL = : : : :Shrubs . ... � ......... : . � ..... : : 22 : %�� . . ; .... ... ,� .... : : CS ............. .... ..... _ ......... ... _ ... , .......... .............. : . : 'Cornus sericeo'Cardinal' .... � ... ... ... � ................. � ........ � .... ......... ......... � � � 'Red-fwlg Dogwood . ....... � ..... �:�.,�,,�1.11,11,111.1.11,�'ll""I��'ll,�,�'ll",���,,�����,�,��1.1.��,�������,��I ; � . : � 3 GoL � : � . . .. . .......... ��': : : : 22 : : ...... ..................................... : : I C : : .............. ����� .... �,..�-�-�-,�--,�—�����-�������������.�� ... ��������� .... . . : : :I lex cornuf a 'Burf ordii' �ee�eeeeeeee�,., .............. ....... .. -,����.��������������..�����.������� ... �e_-.1 . i ',Burford Holly .............. ................... � . ......... *'*********** ....................... _aab : � : I : . 3 Gal. i : � : _1 ... 11 ............. �.: : : : : : 22 : ................................ : 1 1 G : :_ � .... : ............................. _ ......... � ..... � ........... _ ............. ___ ................ � ... � .................... � ......... ____ .................... : :I lex glabra'Shamrock' : :._ __J ; , , , * I . ; ; 'I nkberry Holly � . .... � ... _ .... __ ............ � ....... � ...... 1 ...... � ........................ : � : � : � : 3 Gal. � : � : : ... ........................ : : : 18 ............. I ................ : . ; ............. ............... : : N D ............... ............. � ... : ..... � ...... � .................................... ............ __ ..... � ......... ...... 1111 ........ _ ..... _1 ....... : : Nandina domesfica'Nana' ... . : ...................... � .................. � .............................................. ...... ......... I ........ _ ............. ... . . . " .................. 11.1 ......... 11 ..... 1 ...... I—— ............ __ ..... � ..... 11 ...... __ ....... � � 'Dwarf Nandina i � , ..... .............. 111 ...... * **** *** . : , : : � 3 Gal. : : � ................................................ ; : : : : 22 : : : VB * : :... � � . ..... � ................... * .............. : : Viburnum x burkw oodii 'M ojav e' . : **"*'**'**'*'*** .......................... ..... * .... ........................... ** ........... ***'**** ......................... ; . I ;Burkwood Viburnum * .... � ............................... . , : � . : 2.6-3' � : � : N 1� ....... ....... ... .... 1. " : I : I : 106 I : � ...... . ............ . ............... : : . ......... ............. . ...................... : : =Total Shrubs ... ....... � ...... . � . .. - .... . .. ..... . ** * " - ... ........... ......... ................. � ......................................... . . .................................................................. � ........ . ................................................... ............. - .............................................. ...... 3 ... .... � ................. � ................................................... � ..... . . . . .. . � � � ; I -, ................. .............. . .. . ...................................... � . ........... ................. : .............................................. _� ....... ___ .................. : : � w � . : I . . .......... .............................................. � ..... ...................... 6,749 .......................... 5,955 ........... .............. 3,120 11111111111 ......... � 5,655 .. ...... I—— 1,300 1 .... � ..... I ........ I—— 7,940 � .... I ... I., ...... . 2,431 ........................... 992 .......................... 744 11 ......... � ...... I ....... 5,150 ..................... 11 ... 1,683 .... � ..................... 820 ... I .... � . ............... -119,470. 3,088 14,352 .......................... 4,485 11 ........... I ............. 8,140 ........... I ............... 5,180 .......................... 4,810 ........................... 2,303 .......................... 104,367 794 ..11..1..1.1 ... I .... � ......... _ ........... 794 .1.11,11,111,111,�,.��'ll,��,�,.������,����,�,,� 390 ................................................. 585 ........... I ... ...................... 9,925 1111_.._1. 1,287 ................................................ 1,240 ................................................. 924 ......... � ......................... 206 .............. 1.1.1111, .... 1,024 .1 .......... 1.11 .... � ..... � 736 ............. 1 ... I ..... _ ... _ .......... 299 ....................... 11.1 ...................... 740 .11�'ll,�ll,�,,�'ll"�'ll"������,���������1-1". 740 ................................................. 740 ..................... 11 .... I .... I., ...... 1 20,424 Alternative/Mix- Acer rubrurn'October Glory' 1111. ............................................................................................ I"— .................... ..... ................................................ : 'Alternativ e/Mix - Acer saccharum' Bonfire' 111:11,11,111.1�����'ll""I'l�,,�����,�� ...... ��,,�,,�,�,,���.1.11,���,,�.����,,���,,�,��,��.�..'�,,��"I'll"���'ll,'ll""'ll""I'll���������'ll,��,�'ll""I'll,�'ll,�,��. : : I ,Alternative/Mix - Acer saccharum' Flash Fire' .... � ........... .......... � ... _ ..................... _ ...... I ...... ........ � .... ...................... � ... � ... � .... . � 1. Alternativ e/Mix - Picea pungens'glauca' ..................................................................................... � ......... � ... � ........................................................................................... Alternativ elMix - Cercls canadensis'The Rising Sun' .............. ...... I ............................. I ....... I ................... I.., .................. I., ............................. ...... I ............................................ Mix'Princess'w'ifh'Brave'and'Appalachian Blush' Alternative/Mix - Abies concolor Alternative/Mix- Pinus nigra : .. I 11,:.,k 11".1 - .- - XV, I" " .\., ,,,�,�,,, — — \\2 _ - * .., , �, , ��, - 11. , : , " _____ . ___ -------- *_ ,.... : — -1 � : '. � __ __ " .1 s I., .. . I . ,��, ., , _ \ ___� -/,/ _____� — — , " .. - - - _��,v - \ — : - �, * ,:::� ------- " \ �. �... 1, ", .LE)n �- - 'b __ - .1. --,� � I : I/ ,� ...--'., .... \,�) (O - --- ----- ---- --- -.- ------ I .�� 1`a��'�_ . �-- .............................................................. � ------------------- � ........................................................................................................... � ---- � ---- � ... : - __ __1. , , ". \.- ----------- - - ITS OF NE _�x - � � I . _ - .... � __ : . . ... , . _ _. - _. ___�' 1-1 _____1 - : �� - _1 - __ , .".. � .- ......... I _... ___ lq9 M W - I .1. . .11 _�_ " � _.- .!�� : . -1. '. � " - �.�! 1��:�W\\\ _,�_. .......... � ...... I—— ...................... � .......... ............ 11 .................. I .................... ,..,. ..... I—— ................ ....... _ .... � ....................... : " I � � O? .... .. _ ____ .... � -.1 "I ,',��., .......... :::�_,_ n _�, - ______ ... : _ �_>� I . * \ __ 2�0 PAVEMENT, TYP - : " , _-___ ------ " " � _.- -- - --- , .- I : , .. � .. , ,_ . _�� ___ _. ___11 ------- : ,..,. .1 _.1. - - I -, - -_ " - Alternativ e/Mix - Querc us rubra : I _ 1 � _11 I... - � � - " -� - ..-.. . ..... ------------------ .6_ : ., 1. - --, r - _1 - .Lo - .. .......... I—— ..................... I ............ I .............................. I .......................... .... .............................. I ................................................. _ ,5s�_ .. ................ __---- 1. I I z - , -..-..-..-.. . ... ..... ..... - V50 , _-, ` __�_�_�___ \ \ -, _::�.'_.- \, - ....... : I.. � \ , - I :� _____ __ :- '. -1 - - : �� ._ , �_ .... � ....... _�, \\ - . A,90 I ; I : 1:7�1 , "' _�__ � � _', , . . , -1 ..................................................................................... I ......... � ....... � ....................................................................................... � ............ : - __ -1- - I ...... ... .... :-� --\. I - . """, : - - �_ _' , ls� r- '.1 ___::�_ -- \ - : - -1 ) __ v.:�5�'�-' .... ... ��i5: , . 1�' ,__ - _ 3 � �`�,��_�� .1 i __� _�,-_r , . ...... _.-I.- ..I... \ \ _ - ....._......- ,"", : .. '.... .- .5 ?,O\ __.___ - - ..... ...... J�90 I _ .............. I .................................................................................................. � ..... 111 ................................................................................ �_ ... -��-- ---- ,��_`, 1� ........ _ , � , ....., _.��� __ , --- ,� , , I __ .., "...."'. __ __ - � \3 - .,.. : __ ��.;_-,�'__ - - ,...., , 11 __ : _ ��-�!� ,,,,, - .LE)n 'I--".-- ..-..-.-- : � ,_ .. j �_'�_ . I ,___ . . ... .... �, I'll ADJUST , _ � , / ___11, - _ - \ _. : .1... __ __ " . 1_�r,LF , ___ _� .,..,-.. .,., I . . .... . .... - : ...'.. __1111' " I ;�_' 1�>, _._ -....-..- _ . . .... . ...... .................................................................................................................................................... � ....................................................... : __ ��O:_, 1. - I., , � -.1. __ __1 --,� , , - \ \.., � ____ - ...... .... . .... _- - .. D � ....I. . , �_ - ._i�',�---'-.�a,l ,, -, � -------- _ .1 )�%x .... .... I—. - 4��Y IV I., : _ _-___- ./ - ., ____�-_ _ .., ...._ � � : ., �_ . _�_� . I 1::� - � .... . .. "... .... .." - ,,--" `_ I - ... . ... ... "I'll , '****' .... APRON AS .............. I ................................................................................................... � ...................................................................................... - .. v ------- ------ _... 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TW, I ... , i i I I : " s;____` ./ __ - 1::� .1 , , . � I , . , ." - - I \ 1," 371.96 1, .", TMP-8Q-4i ' I . �'ll""I'll�,,�Ill""I'll"",�,� ..... ..... ... ...... . �,�������"..",""�,,���.�'ll""I'll"����,���������,�,,��'ll""I,,��,�ll,'ll",�������,�-,���,� 11.1 1J ,__,", ;.-1--r`�' .1 '�_ I ______1 ,., " " � 5B \, 1, 1, __ I I I ' : v _�____'_�' - - '�_ , I 11 � �_� I" INV. 368_16 \ " 1. , I , 1, I � : -,,,,, I )jq(A ... "I . Alternative/Mix- Acer saccharum' Bonfire ................. I : , Ill/ ..", 'I-, I , - I , , \ � \ t : � I .... I - .1 � . I -1 " . . : ,". .1. "I . �', , — I I I \ ".. I, � *' �, AUBREY SH1FiFLETT'\'>- 11 t � ....................... I ..... I ..................................................................................................................... � ............. ........................ __ -, "I __ — .." " ,, , , , �11 : " __ ".... I ,.,., I . '. I 1. . ..... � � � � : , / , ..., I \ % t % __�� __ , ,. . % . �,_' __ __ — — __� � ., , .. 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I I ." 11. ..., ,,, � , ,.", : __ "*___�,_ - - .... 1 * ... . .. .... .... ..... ____ I.. ... � I . " I., , \ _, .1 I .. ; __ I , ...... ...... ELECTRIC _... ...... ...... ..... .. . ...... . , \1 \ I., , ........................................ . .......... __ .................................................................................................................................. : _____ "... ...... I _ ... ... �... r,)t-%l C, 0 __ _. I.... , " ,,., . \., , .. "I "'. I I'm 11 11 \ \ . % -111, "'_., "., 11 ,11 , 1�... , ., 11 \- . . ...... ...... ...... ...... ... � -, ,..- - \ \ __1 __ 1� " .- )�j 1. I I / � � , I ..., 1� I" .. . \ I . . " " , I-, \ - � ".. I I " Lij 1�_ - � ;�,-- - ;,�' , I �f';�; ", "' �', I- , � I , � ,. ., .. I � . I I \ I , 11 .� I- _,�'__, , �-; __ -_ ,,, " I R. GREGORYMAGRUDER I 11, \1 I.... I , %. I . I . � " '.... 1. 1, kl_� --- - ---- - ----- ...... ...... ..�� -, I 1 ,�,��5.1 __-:A�_ - ,,- "Ill / I . �/ I'� .�,,� .1 1\ 1..� \�. . %. 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FIBER OPTIC / : IP 1* :1 � .1 ... ...... 1, I.. ,I .. .. 1, �.. 1� � . ", , ., I \ .".1 .... I " .., . ." *1 �1. \ \ -1 � .1 I\ . 11. \1 , ". ", I 1, W � _�,111 I "ov "" _� " _1 ,___;� , I. POST .11 ': � : � , , . I ..... 1, , 1, ".. ... .1 -1. 1, �. I 1. I .., \ , � * * I I 1- , , 1, _� ,;�,�; __ - 1011". - . � % - - - I ... I 11� -1 ., I \ ,o�_r�,-" .. ,,'��_ """, __-1 .1. . ___�, ; "S�- ;5� _- ,'. "I : ,, I I .-I I .. I I .1.1 \ I , \ '. . I., \ 1. " \ , . .1, .;;,�, 1% �1_11 " I. -II, . I .11 o�\ ;: -- ' � INV. 390.83 I/ 11 � I \ .11. .�,. ..... I . %. I � I I I \ , \ .1'. "' - , - - I \ ,, ; ./ � I I ... I "I I I , , I .., , '_"_��.' ___1 _;e� "I .. ., I 11 IN. 1, ..... . q,. 1, .1 � . .1 I 1. .... \ I.., .. �. W ,�_ I .. .1 , I . . . I -, .1 I . . I ; I I - _�,_ .. I 1. ! ; : �, I " . .. , " .1 . 11 1, , * 11 . '' " �', , : r: I " \ 1. \ . Z , `��, -, - , I ____� . 11 , , 1, , . _5 , � I .. , " . .., . I I 1. . . %. -11 \ , ,��_, _� " ..... " _,_� . 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V -�, -- LANE TRANSITION SIGN &, s ; _1 _. ..._ TMP 79D— 1 7 , " \ \ '__ �, .11 1. - ___,�� ' : . . ., . �..., .1 -1 � I , _-1- '.,� . / ,;_� I - SIGN .. : . . "I .1� . " I . I .1 � .�� � \ \ ..I 1,1 -�M�ILBOX / / , .- INTERSECTION AHEAD ., ; . :! 1-1. .." I ' I �. I I \ \ �, �. I 1. � \ 1� ,� " 2 I - - ,,� : . . __ .. I ... ., � . I .1 I \ . . \ . % \ , ,� \;(D�\ I : : ...... , R. GREGORY MAGRUDER � I ", I .., I � , , � I I I , , . , . ., Z (h4B) I / , __""�_, I ,� :: ! . :; ,..,. -, I, 1, I ". 11 11 % \ .. ... 1. 11. �. I . ... .., .1 , -, \ ,/ I'll � . . : : .... I I." I . ,., I � -1. I I . I ,- , \ .. - :, I I *. . ; -."\ ./ 1�, RESIDENTIAL .. I .. . � , . . 1. \ .. I 1/' d ___�,, - ..- w : � I ... 11. I ". - \ , . — - I : I '. : ; : ! I , ''. / ..". . 11 11 I .. .1 ��'-, ". I 1� .., .-1. 1. \1 . .1 - I. . I . I � � ;% , . \ .. I \ 1. " , : : � f I " I \ \ %. "... : I I : : \_/ 11.. I .. " I I I I : 1,� I \ 1. 11 �. I I 11 /_ :: 11 :. :1, . i . : � "I � DB. 368, P. 175 1 , .. .., \ \ . \ \ 1, .. \ .._ . i . i : I % 1,. I , I I 1. .. I . \ \� , I : � . . ; '. � i I I I . ., .1 " I . I . \ ` . : . , . '. : . � , . - I . . % .... I .. , / . : % I— , .. TMP 79D-19 : . I I , .., -1 . I - , \ . i ". � : � . � I , , '. , \ , . . . , I � I \ , I : .. i: .�. : . I : .;. I I I .. 1. % .I.. 1. TMP,79D-16�, " \ I .\ 11 ". 11 q i . , ; . ! , : , � 1\ " I � . : � I ; : : � I . I , . \ , I I I : 1_____i. t . I . R. GREGORY MA GRUDER: : I ... -_ I . .. I.. \ I I . . � I .. �, : � : rt : .: ..._1 ... ...... .. .... ..., I .1 . I A GREGOR YMA GRUDER,1 . 1. I /. ! �% I . ; . . :. 11 I . . : t I '. ; ' : . , / ., . 1, . 11 *1 . " . . �. \1 I... ._,_1 I , . \ � I l, — : ; . . . : RESIDENTIAL ; � 11 : .. 1, I I , �, \ . , I � / q � . : F - - _41 ... I'� %., 1, . / i *. ; : . � : � I �� \ I RF.11WJ0FNT1A.1 . \ �1\ I I I.. \ : : . : m '. : : � ." I . - I �; t / . w b . , � \ . : �� � % : DB. 368, P,., 175 1 � I I . I .1 I . : � . : . � . . I \ ! : . I : '. . . -1 \ : .: '. : m � . . \ ; :: 'i // .. 1. : �. '. : t * I I 1`11 " County of Albemarle ; . : , I . I . .1 : I . I % -1 Conservation Plan Checklist -To be placed on Landscape Plans : � : / ; : 11 � % . I \ : : . : '. : : . I I I % : ; * , * . . : I % - a *. m "-,\ , I (Handbook, pp,111-284-1 t 1-297 for complete specifications) : ; : : : f I ; : : : : . y \ � . . '. I. -I, : 11 ) I I I . I I w . � 11 . % , . w : "" : : , . . : : . : . ; �_.` , ; � I . \ : � : . : : . I . q i ! *� I , � 1. I .� , I ; . : I I . \ : � ; : : . . � I � I I I. The following itenis shall be shown on the plan: . ; : : . : : ; I . I : : � : I I . . ; : " . %.. I I 4. \ : : ; % : ! : ! � � I 1. . I . : : I � i . 0 Trees to be saved; : I ; I I I \1 I : . . '. � : : - - _� I " I : : , I . I , : . : :. � : I I- - I , . 0 Limits of clearing (outside dripline of trees to be saved); I . : ; I . ; 1, __ , � : : - -1 . , . . I , I / \ : . : : I : I : . - - - __ - 71 _", _."', �, � I % -.1. .. ; : . I : : ", "�, . : � . / ; . . , , . I i : i I , ,� " ., . 0 Location and type of protective fencing; : \ : : ,� , ., I \ % r I : ", : : � _", _', 1, � , /I : : : l ,� I I 1, � . : - � \ : \ . : .. , . . . . : I i � '11"� "" , . 0 Grade changes requiring tree wells or walls; I : I : i : r 1� I . . I � . . : " _.-I I % :. 1, I ; : ..-.. : ! � ; I : : � I I", . I .- \ 11 \ . . . . I ,,,- * 0 Proposed trec'nch.ing or tunneling beyond the limits of clearing. 1. ; i -- , : . . �, . �� -,, � : %, PAINTSTRIPINC : . " . , ! . . I : . I �, ,,� I I . I . : : , *. . . : : " '. : I : . I � % \ \ : : - ,��, , % 'AT END OF % I : . . . : � . � I I . : . '__ I I . : . % \ \ : \ . r; L � � i I '. I : I : PARKING ZONE 2. Nlarkinj!s: . . : . : . *. \ \ : \ . : : I I I . � 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. % p ; : : : : I I � . : : : . . : : : : : . : \ \ . ; : l'-) I I : I 0 No grading shall. begin until the tree marking has been inspected and approved by a County Inspector. I \ ; q : 1 � : 1. . ; . \ : : I I . 0 � ,�-� - V ,� - , , , �� �, , - ( � , � ___ ,-, - � 0 0 1 , D I I \ I . : � . -- j : i q : � I . I : I . , . . ; : " : , \ : . . I ; . . : � I \ . i I : I I , \ / � i : . : : -Construction Conference: I \ : . ; . . . . . I I 1 3. Pre I : . ; , : I � I : \ - q : I I I I . , � ; . . : , I : \ X, \ \ I i /_ --- -_ ; . : � �.. /I ; q 63 Tree preservation and protection measures shall be reviewed with the contractor on site. I . "I I -_ : : � .: I %, . I � \ � \ � I / - I ; \ I I I I 1 \ \ : I .I,- I- , : . � 1, , I : ..., 1, . ! : 1. I I " . . : . \ I ; I _� : : �... , 1 4. EQuir)ment Operation and Storage: ".. I 7 : ! : : '. : �. . . . . : , . : q " : t \ : � * , , � � . : I I � ." I I /I \ � / I \ : , , : \ : :\ `11\ I A . � . I I 91 " . � 1: I rr. A � my equ pmen , ve i eu car Lra c an storage ot construction matedals including sou shall not be permitted within the driplines of trees . 0 to be saved. 5. Soil Erosion and-Storniwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. .Fires: 0 Fires are not permitted with4i 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fenchm: 0 Trees to be retained within 40 feet of a proposed building or grading activity shalt be protected by fencing. . I C� 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells - 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail � Submitted for approval. 10. Tree Walls: 0 When the ground level 111LIst be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval, I I. Trenching and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling tinder a large tree shall be considered as an alternative when it is aliticipated that necessary tretiching will destroy feeder roots. 12. Cleartup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. ,DaniaLred Trees: 21 Damaged trees shall be treated immediately by printing, fertilization or other methods recommended by a tree specialist. NOTE: ITIS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITHTHE CONTRACTOR ONTIME CONSERVATION REQUIREMENTS. 12� ahlr_ . 3/16/2018 . OWNER SIGNATURE (DATE) CONTRACT PURCIIASER SIGNj.VrURE (DAT E) i 5/1/06 Page I of 1 " I . : I : : ,. : "I " . I . , / . I I I : . I : : , . / "' , , / . �, . , . : I : I / / : I , / . ; , . : . w / . - - dan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 a an a an ran inpe.corn -,,\_-VH Op - t-1 ��> . '' I , e, �, , 0- 4 , � - � 11 .� I .� .. � �. .4 .� I . r . . � - � �� , . ) . .. __ .. �� 7 _U Alan G. Franklin Of �0 Lic. No. 35326 4i 10 07-06-22 I-Q � I<\ "_ _`� 111�\ S 1�) I'll 1<10y,� �, /�ONAL 1� . F"61i - T_ - (D - , (D < Z V U) '< (D () 0� 0 > _j L.A.A - 1%4_W_11 >_ C\j > �-- LU Z U) D < .< 0 r C) CL LU 0� 0 < LL 2 Z < LLI < co _j _j 0- > < LLI 17— U) _j < Z LL KEY Z < I In W 0. < C) U) 0 Z < I 6N ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/1 9 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET ! ( j�,P(k,?//0[ -,� , OF 76 . Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 6 Alan G. Franklin Lic. No. 35326 0 07-06-22LLO. NAB 06 (D LL. _ i) Z (D O 0 m N > i- W Z Cn Z) Q 0 = U o- W � J O LA- z � � W J m Q W l— U) Q Z LL ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS Jan Franklin PE, LLt Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF o Alan G. Franklin Lic. No. 35326 L, 0 07-06-22 4 F`S,S / o NAB KEY 50Y~ 53 ;,:i r"^x• :may ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 ... . ... ... ... . ....... 0 10, 2640' 80' 49. 10 LF OF 15" CIP @ 4.71 % i . ...... ... ... LIMITS OF ASPHALT • . . . ................ TY M LL . . ... . ...... INTERSECTION — PHONE PED. ..... ----- - c:5 .. . ....... ..... ..... ....... AHEAD SIGN .INV. 360 81 ...... . .. .. . .... .. .... .. .... .. .... ...... DOUBLE YELLOW ST PEE FF ...... ...... .. .. ...... ... ... ... .. .... . ...... ...... ...... ....... ...... ...... ....... ------ .. .... .. .... .. .. .... ...... YELLOW STRIPED G( 'E . ... ..... SIGN ..... ...... .. .... ...... 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POST 7 . ..... ... ..... ...... 1_/360._81 O/-4P"-1 . ...... ....... ... . ..... .... ...... ... ... • • ... ...... ------- ...... ....... ...... ...... - LIMITS OF NEW...... .... 0 . ...... ..... . 01* ...... . . ..... .... ..... . ..... TMP 80-58 PAVEMENT, TYP ....JAMES RICE TEMPORARY CONSTRUCTION EASEMENT OR LET -TER OF PERMISSION FROM OWNER OF TMP 80-58A TO BE AQ�g�Q__ OHIE OHE 0 OHE -PR1OR-T8HQ1bN-9-T-R—UC CN TMP 80-58A Oni A Alt-n 1A111 AA170 Alnr7 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com '0'�TH OF Alan G. Franklin Lic. No. 35326 07-06-22 'ONAL am- 50 ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET mm"o 0 ♦ i l • \ P \ : .._,. ....... _. .._.... .. .. _ `T } + S f } 1, - _/ \\ 11} / .f..,. f _ _ , .,•• a--•_.. _ _ __. r r \ f z j` ,` / 1 ; f 1 1 7 7 f ,.� J R O V F t Yam, ~ - ...... , i f.. I , t x. 1 3/ '., .. „-•,. _. ; , � •.=i:.:--_._ p it l f, , \ •..:.::::....:...__ _„�. .% ..: .,: .. .". _- .._..-. _, .. , ':. - I , t /j q.. I r ' r \ a.' I' J •E -~_ 1 h\ 1Lu - 1 fI f' f J J' 1 �. f' f f, f, :t• K�'Y ' 1, I tr J 1 7` 7 ,ram , , .d- �b , f 1 \ - \. % - 'l 1i,. f, - J _. ATCHLIIV� SEE E _ S ET- 7 ,:J 1 i _1 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF Alan G. Franklin Lic. No. 35326 LQ 0 07-06-22 . LONAL � ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET s.. _ ! �/ry , ,. v r - - t c. f Y Y + %! f 3 '� T, 1 �-� �, Y 11 � f ...._ c�-12 f .._ - � :... . , r,- �. � ir.,:,.,1:�z �,r _� f + :! , 1; �+ \ f ;t C7N-STR ET PARKING r ,t..-ems + 1 _� ♦ 1 �_ sY . ' 1 ` , �L \ Y \. t l J 1 i 7 t'x. ry .(�i, rtJ",Ai+r S.:' 3.. .::i r \ •1. 1f +,i 1• i , i�f` ! , ��� , � � -{.. ! 2 .�•;r., ir�,, REQUIRE FOR PARK C f ��. Q f1 I 2 l r ; 1 f�r !` f1 t l ' t �'1 � , , ;�0' i�l�r�,ll°�AOI� r EE- , / / !�. ._. ,,.. , .' , .:. .. � Jr; .t i ) r r ,.-,� ,. rw, l Y .. � �. o. <.. ,:: 2 .f / / ��t _ r P \ „ , .. �� t'. � r, ram, ti i t6. �: x.., .: .. - r; .' #/P 5 c )c) _ ,S ,a f , , , � ,- .: :.: :\ r .. ,.., ...,d ,: /".. {,< �.,.. \;h.:, ��., ::.: .: 1• + "'�'irr r r ! / r t �. ,.�- )♦. .. r ,,, i F i ' T : , , , _ .. r .,. i .. ,,.. ,.... t i .:) '1: \ ff f: i:f i : • : + - .... . , f ._- , ,. .� , c�., ,:� � . ' LOT I-1 � ,,\ ! , . T - f ,--- .�) y K.. _ . , i �; ,, E��EIT,,�P / , f {I LOT I-2 �1 r - f - r f� 'f, f f ! J - P i VAT . � l � I - f � 't I 9N t i r1 i , P .,� F r .�. R i i � ii LL1 I l f' f T /� : f t � .-.-�. ;- 6 825 SF 1.� , .� 1 r ! + ! f l '', l ! / f• :f r • i f V ;/. . - � BN 1' I . l ! �' r f _...-. -•-_ / � 1�.5�}6-52� fi i •,il. drff . iCa.� / °i ;+ tit/, '+ i r `✓ ii { -.__ ! i- ',..�. \./ "'t i ! t t t it t �j'�\ I •., � eA ''" i,' Ir \ if � t f ! 1 r+ it ... f ! / r`- ___ ! f; � \. `.: ,..•,.t , , 'ra , r: ;t ;i' ' � / fi r r r J -._.. ! •' '-1 _. ! r' Y'i/ ...., 1 ,,� ',. .. f`".a.it 1 l l t ��. I�`J .. f-. _._ + (f 1+ f. rj tl . JV Y LOT _. O 3 1 '• 1 JV.., ....� .,��; .. ==�, .. :\ �.:�.r�:..ya:.,,.'• �� / !_._ ) r1 i .. f ;f. l f ,. � ; � n > � 7 ,� r!r , . . . Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com I H OF Alan G. Franklin Lic. No. 35326 ,O .0 07-06-22 4 cj ILO/ o ..NAt. �w z �a� z o> J N > F- uJ w � p.. =Q0U U a � �z� z �z� Q Z aim _a 17- Wry Q Z ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET PrR$II D(�� OF 76 S /+ + + ------- 1 't\ f . L_ , l . ✓:\}':: _ --J PARKING ZONE •.\ `• ` i - \ , 10 WALL MAINTENANCE'.._.._ ESS EASEMENT O� Y:. JV „ .5619 * , , fr f' ' j 1 BN i :'� :� _ LOT�J-39 \ ` LOT J 55 l / f ;3t P.506 529 \ \`` C� ;, -._ r-:=� '„ .� k ``t o '�`, 5 187 SF ' i' f Q \ 7 31 SF , '1 i : r fc. 1F ` 1 ._..._. a ._. _._._._. i •_.t._f f . f ; ..r ; .'•,. . .% , ' VDO_ :n ON —STREET PARKIN — A , .QUIRED FOR PARK h. C i STD. HRH°1 f f O i _ i #;I?• 7 ,r f - � �t ) f ACi . ! f - r r , ;r F , , a 1 ��'p .. , , , t \ .f VDOT — .r 3.9,x.' .. f. LOT J 38 '- , ., ;, CSC ..:, .... \ + 3 „ 8 7 SF , r ;'. _ , r f r E ..... \ �.� 1 � t'i' 3— f C P , �'',t [Ery^y .q / \ lr l , l - T PIµN *t, ; , \ , / \ J _ lr- :<- i , - I l SPACE EASIWMEN'` l� , , f, I�'�'�•S1.=MENT, TY�, ���C�-o `�'`, X` . •' i ^ ... n 1 •\ l� - � \' �-= LOT J'S4 `.; , f' , f : SPAN OF ,. 5 S :f 17. F / i 2 1 '', r LOT 40 i F 6 ASPHALT.=` J .f x 1 f l�l/PO STREAM ' /\Qej 1 i - 1 II I�.B:�610 ;, c _,�- STREAM `,,: , UFFER r_. _.. SF IL 02 8 ' \ \ TRAIL �41 BMP ;AC ..IT. �.._ 3 - :f 1 1 i t , ....... fir, }�� y [���.j �5�q (��� _ \ 1 to + p , ,I EASEMENT li ` S a f f / T7 r r f E� .tg {,: �5, ry }may `, "t ��?* �d tV E fLd E'S3 E :' , f , , \ i t Ct / '..STREAM .. ray= ;:�. I"OI'�ilm�.'�Tr0I'�s�3�°,i ti "t\ , \ .._ .. , i PARK \ ._ _SPACE :ImAlm EASEMENT _.... _._._._ \-, 11 � I ' 6 A PHAL TO E DE ICATED D THE COUNTY' F ALB MARLS` . " - \ � i = ' - "-`'- ` t` < S T Ta' / t , , 9 E , r // , ,t , ....— t! NO•I�E, - TRAIL \ t � - C' = SE AS A PUBLI PARK t \ , :.ti - I I FOIE: LJ \: - . .y �- f +. t .>_ \ Q 'i /�• J '- IIrI"ERENCE`API�R0�1EI��PO 201�-t�€�€�1�� `I"'O� I�t`�O�I€N &'i SEDIMENT CONTROL PLAN, X I I I STYANAG I T PLAN \ iL'� AND STREAM BU~FWRMIIGATI N PLAN.k 53iR LOT J- E :`, JV i" 5 1 �i9 SF " � i ; MATC'HLl(� SEES ET '�8 t \ ,+, _ ;�,,, , , , , \ , Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 5-'�p,�T H OF Alan G. Franklin Lic. No. 35326 0 07-06-22 .. NAB 015 U W U) v z U � � Z O � � J N > F— LLJ W j Q. =Q� U a Ljj U) 0�z� z oz� Q Z J \ m � J J Q W H J Q Z LL ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET I \ i :w lof- / I I � i::,:-. 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ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03107122 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/1 9 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET ) I m 0-9/0 1'�)� OF 76 KS Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �j H op' o g 7. Alan G. Franklin Lie. No. 35326 w .0 07-06-22 4, I-LO NAB KEY 53 ISSUED: 03-07-22 SCALE: 1 " = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET �gl��� OF 76 ...... ___ _.... .--- . - P� EXPANDED VUOT-R:-O.W. ;, PL VDOT' + R-1 PL/ PL ' PL �µ .. NI EXPANDED VDOT-R�.O.ti rl TMP'79-26 - / DONALD RIGGIN . � PRESIDENTIAL DB. 1031, P. 209 4U' uu, Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com \_T H OF' Alan G. Franklin Lic. No. 35326 ,a .0 07-06-22 = . NAB ISSUED: 03-07-22 SCALE: lit = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF' t-,, Alan G. Franklin A Lic. No. 35326 W 0 07-06-22 = . F`ss / 0 NAB KEY 53 ,: .atey 7 58=: _N Z yr` ^...:>>::�{:;::;::`:: %?•: _,.��. .: ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS 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. 7Rmktii xrem,,,,mu 5 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. MULCH LAYER (AS SPECIFIED) FINISHED GRADE CULTIVATE SOIL IN PLANTING SOIL MIX LANDSCAPE AREA TO (AS SPECIFIED) A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR I RACK nF CI1RR - SAME AS BELOW NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS (1) STAKE & GUY PEF IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER (AS SPECIFIED) OPTION 1: VERTICAL MULCH LAYER- STAKING BEGIN AT PIT LIMITS AND ADD NO MORE THAN 3" TAPERING UP TO 1" AT TREE FINISHED GRADE (2) STAKES & GUYING PER COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX TREE. SET STAKES 180° AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. SET GUYING A MININUM OF Y2 THE COMPACT EXCAVATED SOIL HEIGHT OF TREE AND ABOVE +1.= 12" TO FORM ROOTBALL PIT ON THE LOWEST BRANCHES ... 2_3" DOWNHILL SIDE OF FINISHED GRADE=jT=1-jj.-_ PLANTING AREA I=!l1.=lII- PLANTING SOIL MIX 'll=ill-- III_=,ll ' :;.::`;':' `,. r *``` TRENCH EDGE REMOVE TOP, / OF BURLAP -III_-III'-!I . _ _..,.. _ _ _ �7N-BIODEGRADABLE `;: '• - •• D _ I ENTIRE EAR AREA TO BE -- _-_ III I.Ilfl.(li AND/OR ALL I`, I--lll_-111_-II PACKAGING AFTER FINAL =11!-=III..=I11-''::::'. •` I11=l11-III=III- MULCHED 1...�li�.l II.=lll.=III..=II :;:;:: ;.:1 PLACEMENT OF ROOTBALL -Ill=111-lll- l I I=1 i 1_-111=1 I lI=ITL I.IITllillll I = 11.=111= I - I z -111=1 i t_ 1 I {_--1 11.- 111=111=' ` III_=! I EI 11= 11_-lIII.-_- � 1 I I---Ii l i l I=III I! SCARIFY BASE OF PIT. BREAK =Il1=I ll=11l=I - - - -111=Ili=lil-lll=ill- I I=i ll.=Ill=ill-i li-Iil-111-111-111=iI �TII=III-III-111=III=111=!l1=lII =ill=l I1=111-111-111_=111.� THROUGH AND LOOSEN ALL +11.�1113�;1�11.=1� AS HARDPAN (REMOVE NECESSARY) TO FACILITATE RETURN EXCAVATED SOIL PROPER DRAINAGE AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. ROOTBALL PITS PREVENT TREE FROM SETTLING IN FUTURE TREE 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. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE J IIIWIII III -1i1-! ,, ICI,;,. REFER TO TREE ROOTBALL PIT DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE i-. MULCHED SECTION 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 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE ROOTBALL PIT DETAIL TREE PLANTING SECTION CH LAYER TIVATED SOIL SECTION L-001 SECTION' PLAN L-002 SECTION' PLAN L-003 SECTION' PLAN L-004 N.T.S. N.T.S, N.T.S. N.T.S. 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2-3"; a 0 1;0 TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE -, . 1'--=-I I I=f i l=I I I=ill°-�:i f l_::. ; .• :.:�'.;-••; �;. •:::'. ;;�¢,� ` ; III i I NEI I I----ii l 1----III,- illli�A1IITI Ell! ! I..._i I I_! I I__.I I I._::I I l•-:::I 11=III: =1 I I:�:::€ I I: =f I C�:I 11=€ I I_.i I I.....€ 11= •� I I --:::I I h�f I I_, I:::-€ I l:::::€ I h::I 11::-1 I i.-! I I::::a 11:::-! l I::::a 11:-::1 ! IIII; fII�III;�;III�III-_::IIII:: FII AliI ill Ill €I _ L UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE 12" UNLESS OTHERWISE NOTED CROWN BED 2-3"; o TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH o FINISHED GRADE -� ROW NOTES: SPACING 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 r 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH r TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. ROOTBALL ""-'- O.C. SPACING _.._. ,._ (AS SPECIFIED ON DWGS.) t� BED TYP. EXISTING GRASS WIDTH PLAN TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE _ '1 T1^TI'iTt"m- =I! ,��i, " ' • ,: , III:III III =111 :i! PLANTED O I=h1 , w lllll��lllllllllllll� FINISHED = - _.� .... L.._, I l..._:=-. I III GRADE II Ill: III Il:::: �IIh-:III:�III::::III=-IlL.._iII-:•-fII:::-:III I _ ,�.,, vttnt}.} .,,�h ,.t,,ltdiJ?va�cii{!t,,,.bfd::• I i•::::I I I-i I I=--•+ I +_€ i i-i i i-i ii-n i-� � �• _ -I 11-Ili-I 11=! 11=! 11W I lI-T=NMI IIIII-1_ E I 1=1.11=111=11 I PLANTING SOIL MIX AS SPECIFIED); li _�- �f i CAI! ice! I -. _ CULTIVATE A MIN. OF 4" LAYER OF REFER TO = sl•_-- �" II 1--lll= = �- I,II-III=11=1i1_ PLANTING SOIL MIX INTO BED; PROVIDE - 116;,111=-III=III=111 i11=111 Ill=11ilTiill ROOTBALL DETAIL;"' =III; il(=111- 1=1=i11=�=iiI=l{i� 1" OF CROWN FOR EVERY FOOT OF BED TYP. V �_I11- <<€)'�,t .. ' =1it : rlil;i I-111=, WIDTH. NOTE: O.C. LENGTH OF WOOD STAKES VARIES WITH W SPACING HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. ROOTBALL TREE (AS SPECIFIED ON DWGS) O.0SPACING •j W�BED I TYP. IDTH�' EXISTING GRASS PLAN TO REMAIN UNDISTURBED EXCEPT WHERE TREES E I-�:I I h:::III:::::I 11-1 I L--•III:::::€ I• „� :• :I { I:�::€ I I �•:I I h:::€ 11_, I L...:III= PLANTED t V �ill�1(L�::111=III:�::€II�:III� '�:':�• .�.:. i " `:�.•; I_�:111-II!`�::111:=II!"�:III - iII w _ t.... i i• i i i FINISHED •..III::::::::€I1.-••ill=•III:::::II .III::::::::III=1Il:::::: €IFS• - -� L,,IlIIhIII:�::€Ili IIII III_I(I� €Ill...€II €II !II III_...€III I!I I, III .II_ III III_.::111�-IlI�::III�� GRADE = I III I I I I III I I I .I 11--_1 I I_I I I....:I I I_.-• 11 _II_ .� I L-...III. -I I L.._I I Lei 11:::: € I I=III - Ell ;III,_III; _ : i!I-m:111::_ill- II1=1I1=1 1- IIa :111 III=1 IIII.:�.III :EII=ri'. `'•;i ' ` Ill III --III !I IIh €II: III air---� � t r-: III UNDISTURBED SUBGRADE `11=)ll-III - PLANTING SOIL MIX (AS SPECIFIED);��=45° CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) SECTION, PLAN PLANTING SOIL MIX (AS SPECIFIED) GROUND COVER (AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) 24' I (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) 12" TYP 0 L-005 N.T.S. PLANTING PROCEDURE 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. IN _...III••= =1 I I I I I 1 I i 1(I-1 11...-11 I.:. 1 11.=1 I.-- _III.-- I_I 1=1 I_I�A 11E 1 I I--= 11 • ....._c c c.__ 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 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" , TYP. FINISHED J ---III: GRADE ! _.1i....Ili.=1 TREE (AS SPECIFIED ON DWGS) 45° TYPICAL STAKING:-'I!--IIfL--lil: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE &RUBBER HOSE (OR EQUAL) AT REFER TO MIN. OF TREE HEIGHT ROOTBALL DETAIL 2 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS) MASS PLANTING AND STAKING ON SLOPE 7'F-- STAKE GALV. WIRE "-HOSE KING ENLARGEMENT TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO IIII=IIII= FORM ROOTBALL PIT ON DOWNHILL SIDE. =IIII= SHRUB PLANTING ON SLOPE IIII=III II�` (SET PLANTS PLUMB) IIII=IuI_nu=IIII=III III=IIII=IIII=IIII=IIII=IIII= MULCH LAYER AS SPECIFIED IIII=IIII=IIII=IIII=IIII=11 ";•'.? ( ) 24" PLANTING SOIL MIX 1=IIII=IIII=IIII=IIII= (AS SPECIFIED) III-IIII=IIII=IIII=IIII=IIII III=IIII=IIII=IIII=IIII= " ' - `° ! TRENCH IIII-IIII =IIII=IIII II= i EDGE -III' IIII=IIII=IIII=II'' (TYP) IIII=IIII=IIII=IIII ADD EXCAVATED SOIL TO BRING TOP � ' • �•� ` OF ROOTBALL TO FINISHED GRADE. 4" MIN. TAMP LIGHTLY PRIOR TO SETTING SHRUB TO PREVENT SETTLING. I=IIII= II=IIII- =IIII=III =IIII=IIII- -_ -'ill-IIII= '' _IIII_IIII=IIII= SET TOP OF ROOTBALL - 4 -nlI-IIII= LEVEL WITH FINISHED GRADE. MI . 1 SHRUB PLANTING ON SLOPE DETAIL L-olo N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); 2' MAX TENSION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W/ MIN. 1' (3) GALV. FLEX 'C'RINGS PER POST. �{ LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO =IIII=IIII= FORM ROOTBALL PIT ON '=IIII=IIII DOWNHILL SIDE. IIII= JUNIPER PLANTING ON SLOPE IIII=III I (SET PLANTS PLUMB) IIII=InI=nn_un=IIII I1:���� III=IIII=IIII=IIII=IIIL III=.`s:,:'����,4� >' MULCH LAYER (AS SPECIFIED) IIII=IIII=IIII=IIII=IIII=11 -IIII=IIII=IIII=IIII=IIII � �` PLANTING SOIL MIX - 1- III-IIII- �I-IIII_III (AS SPECIFIED) II IIII=IIII=IIII=IIII=IIII II-IIII-IIII=IIII=IIII- TRENCH IIII-nil=IIII=III' _ II_ EDGE =III' IIII=IIII=IIII=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP-IIII_IIII-=IIII=IIII ;.:.' OF ROOTBALL TO FINISHED GRADE. -IIII= 4" MIN. TAMP LIGHTLY PRIOR TO SETTING I•=IIII= II=IIII= SHRUB TO PREVENT SETTLING. =IIII=III =IIII=IIII_ _ 'llI=IIII. '�=IIII=IIII=IIII= SET TOP OF ROOTBALL -il�I-IIII= LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE SECTION L DETAIL -011 N.T.S.L-006 .T.s. N.T.S.•r.s. N.T.S. N: r.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 701I (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR I� DRAIINAGE TRENCH EDGE (TYP.) " r FINISHED M GRADE _=IIII- � • M \ '\:'\- I co =IIII PERENNIAL/\//\//\//\//\//\//\/\//\//\//\//\/\\/\\/\\/\\/\\/\\ \\ \\ SOIL MIX /\/\/\/ / / / - __ =IIII=IIII=IIII=IIII-IIII-IIII=IIII=IIII= (AS SPECIFIED) III=IIII=IIII=IIII=IIII=IIII=' -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIIIII '1il-IIII=IIII=IIII=IIII=IIII=IIII=III' =IIII -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII-IIII=" 'I=IIII=IIII=IIII=IIII=IIII=IIII= III=IIII. -IIII=IIII=IIII=IIII=IIII=IIII=IIII= CULTIVATE SOIL WITH ROT OTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING DETAIL L-014 / DETAIL L-008 N.T.S. / N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �r VTH BSc Ci Alan G. Franklin Lic. No. 35326 w .0 07-06-22 4,j . LONAL � A� W 1 V r� vJ Z O - M tv I- Q w z U) V d O = U Z_ W Z O Q <C Z LJ CL ® Q W VJ Z LL KEY ISSUED: 03-07-22 SCALE: REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 . .... .... ... ... .. ... ... ... ..... .38o I.......... .. .......... . 3 . ......... I'v ItIIII tII CC3 C 4'X8' BOX CULVERT @ LAZY BRANCH LANE STA. 19+13 D.A. = 25.74 ACRES* Q25 = 200.36 CFS* '(DATA FROM WPO APPLICATION: NODE 3A) DOUBLE BOX CULVERT @ LAZY BRANCH LANE STA. 32+63 D.A. = 19.33 ACRES* Q25 = 92.73 CFS* '(DATA FROM WPO APPLICATION: NODE 1) 2E2 2 D 2 I 2C3-1 -V Drainage Area Table - Cont. ID Drainage Area (Ac) c tc (mins.) 2A3 0.41 0.68 5.00 2A2 0.40 0.75 5.00 2133 0.31 0.68 5.00 2132 0.12 0.85 5.00 2C4 0.27 0.77 5.00 2C3 0.42 0.77 5.00 2C2 0.24 0.77 5.00 2C2-1 0.29 0.77 5.00 2D3 0.34 0.77 5.00 2D2 0.09 0.85 5.00 2E3 0.17 0.68 5.00 2E2 0.10 0.85 5.00 3F3 0.24 0,77 5.00 21`2 0.09 0.85 5.00 2G3 0.13 0.72 .00 2G2 0.00 0.00 5.00 2H3 0.17 0.85 5.00 2H2 0.15 0.85 5.00 A2-3 0.25 0.72 5.00 A2-2 0.23 0.55 5.00 A2-1 0.15 0.85 5.00 A4-2 0.11 0.80 5.00 A4-1 0.14 0.77 5.00 A4 0.24 0.77 5.00 A3 0.14 0.77 5.00 A2 0.12 0.77 5.00 213 0.04 0.95 5.00 212 0.08 0.90 5.00 2J8-1 0.07 O�85 5M 2J3-1 0.18 0.80 5.00 2J9 0.32 0.80 5.00 2J8 0.00 0.00 5.00 2J7 0.00 0.00 5.00 2J6 0.18 0.72 5.00 2J5 0.53 0.77 5.00 2J4 0.15 0.80 5.00 2J3 0.15 0.77 5.00 2J2 0.09 0.85 5.00 2K6 0.03 0.90 5.00 2K5 0.03 0.90 5.00 2K4 0.06 0.90 5.00 2K3 0.06 0.90 5.00 2K2 0.06 0.90 5.00 21_7 0.03 0.90 5.00 2L6 0.03 0.90 5.00 21_5 0.06 0.90 5.00 21_4 0.00 0.00 5.00 2L3 0.06 0.90 5.00 2L2 0.06 0.90 5.00 2NC-1 0.65 0.68 5.00 2M3-1 0.56 0.59 5.00 2W-2 0.13 0.68 5.00 2M2-1 0.16 0.68 00 2M1 3 0.13 0.85 5.00 2M12 0.31 0.85 5.00 2M1 1 0.06 0.85 5.00 2M1 0 0.01 0.72 5.00 2M9 0.05 0.85 5.00 2W 0.20 0.72 5.00 2M7 0.41 0.68 5.00 2W 0.13 0.77 5.00 2M5 0.12 0.65 5.00 2N44 0.05 0.72 5.00 2M3 0.26 0.77 5.00 2NQ 0.00 0.00 5.00 AA5 0.36 0.50 6.50 AA3 1.77 0.40 7.21 ID Drainage Area (Ac) c tc (mins 2N2 0.18 0.72 5.00 2N1 0.17 0.77 5.00 204 0.13 0.80 5.00 203 0.16 0.72 5.00 1 202 -0.14 0.72 5.00 201 0.14 0.72 5.00 2P2 0.18 0.68 5.00 2P1 0.12 0.68 5.00 2Q1-1 OA5 0.68 5.00 2Q4 7.00 0.55 17.00 2Q3 0.00 0.77 5.00 2Q2 0.14 0.68 5.00 2Q1 0.15 0.77 5.00 2R3 0.05 0.55 5.00 2R1-1 0.20 0.77 5.00 2R2 0.16 0.77 8.00 2R1 0,39 0.77 5.00 2S16 0.39 0.77 5.00 2S15 0.12 0.77 5.00 2S14 0.26 0.77 5.00 2S13 0.14 0.77 5.00 2S12 0.00 0.00 5.00 2S11 0.08 0.80 5.00 2S10 0.17 0.68 5.00 2S9 0.20 0.63 5.00 2S8 0.17 0.63 5.00 2S7 0.18 0.63 5.00 2S6 0.19 0.68 5.00 2S5 0.11 0.72 5.00 2S4 0.09 0.85 5.00 2S3 0.12 0.80 5.00 2S2 0.00 0.00 5.00 2T2 0,09 0.851 5.00 2U8 0.39 0.40 5.00 2U7 0.86 0.40 5.00 21.16 0,00 0.00 5.00 2U5 0.44 0.63 5.00 21.14 0.86 0.68 5.00 2U3 0.26 0.72 5.00 2U2 0.32 0.801 5.00 2V5-1 0.43 0.65 5.00 2V6 0.15 0.72 5.00 2V5 0.25 0.68 5.00 2V4 0.17 0.77 5.00 2V3 0.14 0.80 5.00 2V2 0.06 0.77 5.00 2W3-2 3.21 0.45 13.00 2W3-1 0.31 0.68 5.00 2W5 0.45 0.70 5.00 2W4 0.12 0.77 5.00 2W3 0.10 0.771 5.00 2W2 0.00 0.77 5.00 2X5-2 1.40 0.40 13.10 2X5-1 0.25 0.72 5.00 2X5-B 0.70 0.59 5.00 2X4-1 0.13 0.80 5.00 2X3-1 0.15 0.80 5.00 2X6 04 11 6 0.77 5.00 2X5 0.19 0.77 5.00 2X4 0.10 0.80 5.00 2X3 0.00 0.00 5.00 2X2 0.00 0.00 5.00 2Z1 0.80 0.59 5.00 CC3 0.41 0.50 7.00 CC2 0.66 0.45 7.58 BB2 0.24 0.771 5.00 'NAG _AR I_E EAI,- IIJAMES RICE' TIA _TYP.. _)EN I -LIMITS SIL L RL ... .... ... IIDB.,34,90,-P� 409 ..... . . . .. II'36, R,? L 2VV4 2VV5 ID 3�'568 - P, 6-08 I.. .... ... ... ... ... ... ... ... ... .. --- - --- --- --- II. ... ... . .. ... ... �7j r II... ... ... ..... VE .. ...... ... RCI ..... ..... SGR .... ...... I. . ..... EA 3996,'IP. t. . ... ..... ... I-- -- ----- --- ;68 I`) 672, 9Q -3 -bB, 35 -"---CONCENTRATION 4,. -TIME_OF PATH 17yp. .. ... ... .. .. tIIII.... ... ... ... ......... I... . .... ... ... . - - . ... ... . ... 2W�- IA� IIt. . . ..... . ... ... .... ... 2X41 IIIIII2YA I... ... .... .. I2X5-B .... ... ... 2C2 IIIIt--- --- --- -- Ij > ------------ IIIIt. . ... .... ... ... ... . I... ..... .. .. . --- ------ - IIIIIII2X3- ... ... ...... ... ... .... II... ... ... ... .. ... ... ... ... It... ... ... ... IIB2 Iit12n A 01' ITWI 80-55 Wit L 1A A4 CA T 04N .. ... ..... . ... ...... .... ... ... ... Ilip 27al, F', 749 tRFSIDENTIAL IDB V I- ----- I0B. 71 Z P. 589 I... ... .... . ... ... .. ... ... . .... . .. ... I--- --- ---- - - --- --- --- III�9 TK4P, 8047 . . ... .... ... IIW,'F- 1� OR60-00'S 1, P,, BETTY McCL I-RESIDf-WrIA III6B. 06 11 p 44 -71 8 IR6��/D'F'Nr L I,-DB`419P, -124 It.. ... .... ... IIII... ...... ... ... ... ... . .. .. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com '�H OF' Alan G. Franklin Lic. No. 35326 Lu 07-06-22 �ONAL p-_--Iq 150" (D Z Ile (D < 0 1 < co >_ ui > ZF- ui < U) 0 Lij (D Lu < _j Z 0 ry LL Z W C) > 00 w U) Z I I KEY ISSUED: 03-07-22 SCALE: 111 =100' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /I 9 - VDOT/ACSA/C0 COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 PIPE DESIGN TABLE n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HIE Pipe Hydrology :Pipe a "a LL m `° v ro 12> U *' U N U A c V a o C v w c 0 coo E c 4 vi ar M !U6 CL o - U- H LL 44 Pipe run: 2A 2A2-1 2A2 1 0.16 10.68 1 0.109 1 0.109 1 5.00 1 6.67 1 0.73 0.73 1 355.54 1 352.07 1 170.61 1 0.013 2.03 '15 1 9.21 1 4.46 1 0.64 2A3 2A2 1 0.25 0.68 0.170 1 0.279 5.00 6.67 1.13 1.86 352.32 352.07 33.75 1 0.013 0.74 15 1 5.56 1 4.10 0.14 2A2 2A1 0.40 0.75 0.300 0.579 5.14 6.62 1.99 3.83 351.97 351.50 62.16 0.013 0.766 '15 5.62 1 4.90 0.21 Pipe run: 2B 2B3 2B2 0.31 0.68 0.211 0.211 5.00 6.67 1.41 1.41 351.75 351.60 33.84 0.013 0.74 '15 5.55 1 3.90 0.14 2B2 2B1 0.12 0.85 0.102 0.313 5.14 6.62 0.67 2.07 351.40 351.30 14.34 0.013 0.70 '15 5.39 4.00 0.06 Pipe run: 2C 2C2-1 2C2 0.29 0.77 0.223 0.223 6.00 6.67 1.49 1.49 350.28 349.47 43.36 0.013 1.87 15 8.83 5.00 0.14 2C4 2C3 0.27 0.77 0.208 0.208 5.00 6.67 1.39 1.39 350.40 349.83 79.13 0.013 0.72 -15 5.48 3.84 0.35 2C3 2C2 0.18 0.77 0.139 0.347 5.00 6.67 0.92 2.31 349.73 349.47 34.16 0.013 0.76 15 5.64 4.50 0.13 2C2 2C1 0.24 0.77 0.185 0.755 5.13 6.62 1.22 5A0 349.37 348.00 91.42 0.013 -1.60 18 12.86 5.14 1 0.30 Pipe run: 2D 2D3 2D2 1 0.34 1 0.77 0.262 0.262 5.00 6.67 1.7.5 1.75 1353.11 1 352.84 1 36.32 0.013 1 0.74 15 5.57 1 4.00 1 0.15 2D2 2D1 0.09 0.85 0.077 0.338 6.15 6.62 0.51 2.24 352.74 352.20 32.77 0.013 1.65 15 8.29 6.80 0.09 Pipe run: 2E 2B 2E2 0.17 0.68 0.116 0.116 5.00 6.67 0.77 0.77 353.41 352.75 43.20 0.013 1.53 15 7.98 4.50 0.16 2E2 20 0.10 0.85 0.085 0.201 5.16 6.61 0.56 1.33 352.65 352.20 54.00 0.013 0.83 15 5.90 3.90 0.23 Pipe run: 2F 2F3 2F2 0.24 0.77 0.185 1 0.185 5.00 6.67 1.23 1.23 359.46 359.10 35.96 1 0.013 1.00 -15 6.46 3.90 0.15 2F2 2F1 0.09 0.85 0.077 0.261 5.15 6.6-1 0.51 -1.7 + 359.00 357.00 1-14.54 0.013 1.75 15 8.54 5.50 0.35 Pipe run: 2G 2G3 2G2 1 0.13 0.72 0.094 0.094 5.00 6.67 0.62 0.62 358.97 357.64 184.85 0.013 0.77 15 5.68 2.60 1.18 202 2G1 0.00 0.00 0.000 0.094 6.18 6.29 0.00 0.69 357.44 357.00 58.00 0.013 0.76 15 5.63 3.00 0.32 Pipe run: 2H 2H2 2H1 0.17 0.85 0.145 0.145 5.00 6.67 0.96 0.96 351.70 361.30 33.86 0.013 1.18 15 7.02 3.00 0.19 2H1 A2 0.15 0.85 0.128 0.272 5.19 6.60 0.84 1.80 351.20 350.16 71.78 0.013 1.45 -15 7.78 5.30 0.23 Pipe run: A2 A2-3 A2-2 0.25 0.72 0.180 0.180 5.00 6.67 1.20 1.20 357.24 355.46 94.00 0.013 1.89 15 8.89 5.00 0.31 A2-2 A2-1 0.23 0.66 0.127 0.307 5.31 6.56 0.83 2.01 355.36 354.76 35.94 0.013 1.67 15 8.35 5.30 0.11 A2-1 A2 0.15 0.86 0.128 0.434 6.43 6.53 0.83 2.83 354.66 361.83 184.38 0.013 1.53 16 8.00 7.10 0.43 Pipe run: A4 A4-2 A4-1 0.11 0.80 0.088 0.088 5.00 6.67 0.59 0.59 353.75 353.45 40.58 0.013 0.74 15 5.55 2.90 0.23 A4-1 A4 0.14 0.77 0.108 0.196 5.23 6.59 0.71 1.29 353.35 352.98 41.20 0.013 0.90 15 6.12 4.06 0.17 A4 A3 (E)<) 0.22 0.77 0.169 0.365- 5.40 6.53 1.11 M.34 352.88 350.80 81.52 0.013 2..55 24 36.14 12.87 0.11 add 28.95 cfs from Phase 1 A3 (EX) A2 0.14 0.77 0.108 0.473 5.51 6.50 0.70 32.02 350.60 350.16 33.83 0.013 1.30 30 46.78 9.60 0.06 A2 Al 0.12 0.77 0.092 1.271 5.57 6.48 0.60 :17.19 350.06 348.50 128.70 0.013 1.21 36 73.43 lam 0.20 Pipe run: 21 213 2r2 1 0.04 1 0.95 0.038 1 0.038 1 5.00 1 6.67 1 0.26 0.25 357.90 356.80 1 142.96 0.013 0.77 1 15 1 5.67 1 2.30 1 1.04 212 211 0.08 0.90 0.072 0.110 6.04 6.34 0.46 0.70 356.70 356.50 21.98 0.013 0.91 -15 6.16 3.40 0.11 Pipe run: 2J 2J3-1 2J3 0.18 0.80 0.144 0.144 5.00 6.67 0.96 0.96 1 356.55 355.70 38.00 0.013 2.24 1 15 9.66 4.90 0.13 2J8 2J7 0.39 0.82 0.320 0.320 5.00 6.67 2.13 2.'13 366.37 364.90 167.80 0.013 0.88 15 6.05 4.00 0.70 2J7 2J6 0.00 0.00 0.000 0.320 5.70 6.44 0.00 7.06 364.80 363.42 127.10 0.013 1.09 15 6.73 4.96 0.43 2J6 2J5 0.18 0.72 0.130 0.449 6.13 6.31 0.82 2.84 363.32 361.76 89.00 0.013 1.75 '15 8.55 6.24 0.24 2J5 2J4 0.23 0.77 0.177 0.627 6.37 6.24 1.11 9191 361.66 355.40 160.96 0.013 3.89 15 12.74 9.10 0.29 2J4 2J3 0.63 0.80 0.424 1.051 6.66 6.16 2.61 6.47 355.30 353.25 65.74 0.013 3.12 15 11.41 9.60 0.11 2J3 2J2 0.15 0.77 0.116 1.310 6.78 6.13 0.71 8.02 353.15 352.75 40.68 0.013 0.98 -18 10.42 6.50 0.10 2J2 2J1 i 0.09 1 0.85 0.077 1.387 6.88 6.10 0.47 8.4E 352.65 1 352.30 36.95 0.013 0.95 18 1 10.22 6.50 0.09 Pipe run: 2K 2K6 2K5 0.03 0.90 0.027 0.027 5.00 6.67 0.18 0.18 367.80 366.48 132.48 0.013 1.00 15 6.45 2.50 0.88 2K5 2K4 0.03 0.90 0.027 0.054 5.88 6.38 0.17 F.34 366.38 365.38 103.05 0.013 0.97 15 6.36 3.00 0.57 2K4 2K3 0.06 0.90 0.054 0.108 6.46 6.22 0.34 0.67 365.28 363.48 181.72 0.013 0.99 -15 6.43 - 70 0.82 2K3 2K2 0.06 0.90 0.054 0.162 7.27 5.99 0.32 0.97 363.38 359.40 159.48 0.013 2.50 15 10.20 5.60 0.47 2K2 2K1 0.06 0.90 0.054 0.216 7.75 5.87 0.32 1.27 359.30 368.60 22.63 0.013 3.54 15 12.15 6.90 0.05 Pipe run: 2L 2L7 2L5 0.03 0.90 0.027 0.027 6.00 6.67 0.18 0.18 380.80 379.40 132.49 0.013 -1.06 15 6.64 2.60 0.85 20 2L5 0.03 0.90 0.027 0.054 5.85 6.39 0.17 70.35 380.80 379.40 132.49 0.013 1.06 -15 6.64 2.60 0.85 2L5 2L4 0.06 0.90 0.054 0.108 6.70 6.15 0.33 0.66 379.30 375.90 142.75 0.013 2.38 15 9.97 5.10 0.47 2L4 20 0.00 0.90 0.000 0.108 7.17 6.02 0.00 0.65 375.80 365.90 164.60 0.013 6.0-1 15 -15.84 6.90 0.40 2L3 2L2 0.06 0.90 0.054 0.162 7.56 5.92 0.32 0.96 365.80 359.90 131.96 0.013 4.47 •15 13.66 7.01 0.31 2L2 2L1 1 0.06 1 0.90 1 0.054 1 0.216 1 7.88 5.84 1 0.32 1.26 359.80 359.00 1 23.25 1 0.013 3.44 1 15 1 11.98 1 6.91 1 0.06 Pipe run: 2M 2Z1 2M6 1 0.80 1 0.59 1 0A72 1 0.472 1 5.00 6.67 1 3.15 3.15 1 354.75 353.35 1 30.58 1 0.013 1 4.58 1 15 1 13.82 9.10 0.06 246-1 2M6 0.65 0.68 0.442 0.442 1 5.00 6.67 2.95 2.95 1 352.60 351.25 56.44 0.013 2.30 15 9.99 6.60 0.14 2M3-1 2M3 0.56 0.69 0.330 0.330 1 6.00 1 6.67 2.20 2.20 349.75 348.87 21.42 0.013 4.11 15 13.09 8.30 0.04 2M2-2 2M2-1 0.13 0.68 0.088 0.088 6.00 1 6.67 0.69 0.59 348.19 347.66 44.46 0.013 1.19 -16 7.05 3.50 0.21 2M2-1 2M2 0.16 0.68 0.109 OA97 5.21 6.60 0.72 -1.30 347.56 344.75 33.87 0.013 8.30 15 18.61 8.77 0.06 2M13 2M12 0.13 0.85 0.111 0.111 5.00 66.67 0.74 0.74 367.12 365.57 38.84 0.013 3.99 15 -12.90 5.70 0.11 2M12 2M11 0.31 0.85 0.264 0.374 5.11 6.63 1.75 2.48 365.47 362.01 50.08 0.013 6.91 15 16.98 9.80 0.09 2011 2M10 0.06 0.85 0.051 4.792 17.23 4.27 0.22 20.44 360.06 359.61 31.84 0.013 1.4'1 24 26.89 7.90 0.07 2110 2M9 0.01 0.72 0.007 5.003 17.30 4.26 0.03 2'1.30 359.51 358.73 53.98 0.013 1.44 24 27.19 9.70 0.09 2M9 2MB 0.05 0.85 0.043 5.045 17.39 4.25 0.18 21.43 357.63 355.46 145.42 0.013 1.49 24 27.63 9.70 0.25 2M8 2M7 0.20 0.72 0.144 5.189 17.64 4.22 0.61 121.39 355.36 353.66 118.00 0.013 1.44 24 27.15 9.60 0.20 2M7 2M6 0.41 0.68 0.279 5.468 17.84 4.19 1.17 22.94 353.56 352.60 69.71 O.OU 1.38 24 26.55 9.80 0.12 2M6 2M5 0.13 0.77 0.100 6.482 17.96 4.18 0.42 27.11 350.50 350.10 32.16 0.013 1.24 30 45.74 9.70 0.06 2M5 2M4 OA2 0.66 0.078 7.186 18.02 4.18 D.33 30.01 350.00 349.31 70.92 0.013 0.97 30 40.46 9.10 0.13 2M4 2M3 0.05 0.72 0.036 7.222 18.15 4.16 0.15 1 30.05 349.21 347.72 148.76 0.013 1.00 30 41.05 9.10 0.27 2M3 2M2 0.26 0.77 0.200 1 7.753 18.42 4.13 0.83 1 32.03 347.62 346.43 119.29 0.013 1.00 30 40.97 9.30 0.21 2M2 2M1 0.00 0.00 0.000 8.211 18.63 4.11 0.00 33.73 1 343.50 342.00 130.53 0.013 1.15 30 43.97 1 9.90 0.22 Pipe run: N2 2N2 2N1 1 0.18 1 0.72 0.130 0.130 1 5.00 1 6.67 0.86 0.86 349.14 347.23 41.91 0.013 4.56 1 15 1 13.79 6.00 0.12 2N1 2M2 0.17 0.77 0.131 0.261 1 5.12 1 6.63 0.87 1.7.3 347.13 344.75 33.65 0.013 7.07 15 17.18 9.30 0.06 Pipe run: 20 204 203 0.13 0.80 0.104 0.104 6.00 6.67 0.69 0.6U 360.18 359.22 36.38 0.013 2.64 15 10.49 4.80 0.13 203 202 0.16 0.72 0.115 0.219 5.13 6.62 0.76 1.45 359.12 353.63 126.25 0.013 4.35 •15 13.47 7.20 0.29 202 201 0.14 0.72 0.101 0.205 5.13 6.62 0.67 71.36 353.53 352.04 98.13 0.013 -1.52 15 7.96 4.80 0.34 201 2M5 0.14 0.72 0.101 0.626 5.42 66.63 0.66 4.09 351.94 351.25 41.83 0.013 1.65 15 8.30 6.70 0.10 Pipe run: 2P F2 ZP1 OA8 1 0.68 1 0.122 0.122 6.00 6.67 0.82 0.82 365.38 363.81 1 61.92 0.013 2.54 1 15 1 10.29 5.00 0.21 2P1 2M10 0.12 0.68 0.082 0.204 5.21 6.60 0.54 1.36 363.71 359.61 82.23 0.013 4.99 -15 14.42 7.50 0.18 Pipe run: 2Q ZQ1-1 ZQ1 0.45 0.68 0.306 0.306 5.00 6.67 2.04 2.04 364.87 364.31 46.36 0.013 1.21 -15 7.10 5.00 F 0.15 2Q4 2Q3 7.00 0.55 3.850 3.860 17.00 4.29 16.52 16.52 367.15 366.70 30.28 0.013 1.49 24 27.58 9.20 0.05 2Q3 2Q2 0.00 0.77 0.000 3.850 17.05 4.29 0.00 16.50 366.60 365.10 99.00 0.013 1.52 24 27.85 9.30 OA8 2Q2 2Q1 0.14 0.68 0.095 3.945 17.23 4.26 0.41 '16.83 365.00 364.47 35.44 0.013 1.50 24 27.66 9.26 6.06 2Q1 2M1'I 0.15 0.77 0.116 4.367 17.30 4.26 0.49 18.59 362.50 361.26 82.46 0.013 '1.50 24 27.74 9.50 0.14 Pipe run: 211 2R1-1 2R1 1 0.20 1 0.77 1 0.154 1 0.154 5.00 1 6.67 1.03 1 '1.03 1 363.62 363.08 35.83 1 0.013 -1.51 15 7.93 1 4.76 1 0.13 2R3 2R2 0.05 0.55 0.028 0.028 6.00 6.67 0.18 0.18 364.75 363.90 24.00 0.013 3.64 15 12.16 1 3.60 0.11 2R2 2R1 0.16 0.77 0.123 0.151 8.00 5.8-1 0.72 0.88 363.80 363.08 50.13 OA13 1.44 15 7.74 4.20 0.20 2R1 2S13 0.39 1 0.77 0.300 0.605 8.20 5.76 1.73 23.49 362.98 362.66 32.16 0.013 1.00 -15 6.44 5A0 0.10 Pipe run: 2T 2T2 2T1 1 0.09 1 0.85 1 0.077 0.077 1 5.00 1 6.67 1 0.51 0.51 353.75 353.00 1 25.50 0.013 2.94 '15 1 '11.08 4.50 1 0.09 Pipe run: 2S 2316 2S15 0.43 0.70 0.301 0.301 7.00 6.07 1.83 1.83 375.66 371.17 65.34 0.013 6.77 '15 '16.81 9.00 0.12 2S15 2S14 0.12 0.77 0.092 0.393 7.12 6.03 0.56 2.37 371.07 369.90 37.35 0.013 3.13 15 11.43 7.30 0.69 2S14 2S13 0.26 0.77 0.200 0.594 7.21 6.01 1.20 3.57 368.00 365.85 215.25 0.013 1.00 15 6.46 6.50 0.55 2813 2S12 0.14 0.77 0.108 1.306 7.76 5.87 0.63 7.67 362.66 361.52 53.85 0.013 1.93 18 -14.60 8.40 0.11 2812 2S11 0.00 0.00 0.000 1.306 7.87 5.84 0.00 7.63 361.42 360.13 46.83 0.013 2.75 18 17.43 9.54 0.08 2811 2810 0.08 0.80 0.064 1.370 7.95 5.82 0.37 7.98 360.03 356.70 149.65 0.013 2.23 18 15.67 8.86 0.28 2810 2,99 0.17 0.68 0.116 1.485 8.23 5.76 0.67 8.55 356.60 353.59 100.88 0.013 2.98 '18 18.14 9.90 0.17 2S9 2S8 0.20 0.63 0.126 1.612 8.40 6.72 0.72 9.21 353.49 350.13 131.44 0.013 2.56 18 16.79 9.60 0.23 2S8 2S7 0.17 0.63 0.107 1.719 8.63 5.66 0.61 9.74 350.03 347.43 103.74 0.013 2.51 18 16.63 9.66 0.18 2S7 2S6 0.18 0.63 0.113 1.833 8.81 5.62 0.64 10.30 347.33 346.66 39.74 0.013 1.69 -18 13.64 8.69 0.08 2S6 2S5 0.19 0.68 0.129 1.962 8.88 5.61 0.72 11.00 346.56 345.31 71.31 0.013 1.75 18 13.91 8.74 0.14 255 234 0.11 0.72 0.079 2.041 9.02 5.58 0.44 11.38 345.21 343.77 103.60 0.013 1.39 18 12.38 7.88 0.22 2S4 2S3 0.09 0.85 0.077 2.117 9.24 5.53 0.42 1 11.70 343.67 343.25 37.41 0.013 1.12 24 23.97 7.22 0.09 283 232 0.12 1 0.80 0.096 2.213 9.32 1 5.51 1 0.53 12.19INR 42.35 81.34 0.013 0.98 24 22.44 7.34 0.18 2S2 2S1 0.00 0.00 0.000 2.213 9.51 5.47 0.00 12.1141.50 74.06 0.013 1.01 24 22.77 7.29 0.17 Pipe run: 2U 2U7 2U6 1.26 0.75 0.938 0.938 11.21 5.14 4.82 4.82 361.75 360.10 132.00 0.013 1.25 15 7.22 6.30 0.35 2U6 2U5 0.00 0.00 0.000 0.938 11.66 5.08 0.00 4.76 360.00 354.13 62.30 0.013 9.42 -15 19.83 13.27 0.08 2U5 2U4 0.20 0.62 0.124 1.062 11.64 5.06 0.63 5.37 354.03 353.76 36.00 0.013 0.75 18 9.10 5.20 0.12 2U4 2U3 0.14 0.80 0.112 1.174 11.75 5.04 0.56 5.92 353.66 353.28 50.75 0.013 0.75 18 9.09 5.50 0.15 2U3 2U2 0.26 0.72 0.187 1.361 11.91 5.02 0.94 6.82 353.18 352.68 60.22 0.013 0.83 24 20.61 1 5.90 TO.17 2U2 I 2U1 1 0.32 1 0.80 1 0.256 1 1.617 1 12.08 1 4.99 1 1.28 1 8.06 1352.58 1 352.00 1 74.00 1 0.013 1 0.78 1 24 1 20.03 1 6.10 1 0.20 PIPE DESIGN IGN TABLE E n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDFF.. Pipe Hydrology Pipe o v W m Q o U Q U N Q U E s' o ci" F U) m v C1 ) :: .. C3 s� � i ' - N > i U Q J = c U} Q p M i LL LL j } v LL E Pipe run: 2V 2V5-1 2V5 0.43 1 0.65 1 0.280 1 0.280 1 5.00 1 6.67 1 1.86 1 1.86 1 356.00 1 355.73 1 25.17 1 0.013 1 1.07 1 15 1 6.69 1 4.65 1 0.09 2V6 2V5 0.15 0.72 0.108 0.108 5.00 6.67 0.72 0.72 358.32 355.73 108.61 0.0-13 1 2.38 15 9.98 4.70 0.39 2V5 2V4 0.25 0.68 0.170 0.558 5.39 6.54 1.11 3.65 355.63 355.28 31.84 0.013 1.10 15 6.77 5.53 0.10 2V4 2V3 0.17 0.77 0.131 0.688 6.48 6.51 0.85 4.48 355.18 353.11 109.75 0.013 1.89 15 8.87 7.22 0.25 2V3 2V2 0.14 0.80 0.112 0.800 5.73 6.43 0.72 5.15 353.01 352.35 78.88 0.013 0.84 18 9.61 5.52 0.24 2V2 2V1 0.06 0.77 0.046 0.847 6.97 6.36 0.29 5.38 352.26 352.00 24.00 0.013 1.04 18 10.72 6.06 0.07 Pipe run: 2W 2W3-2 2W3-1 1 3.21 1 0.45 1 1.445 1.445 13.00 4.84 6.99 1 6.00 1 345.75 344.50 51.00 0.013 2.45 -15 -10.11 8.00 0.10 2W3-1 2W3 1 0.31 1 0.68 1 0.211 1.655 13.10 1 4.82 1.02 1 7.98 344.40 343.85 3'1.84 1 0.013 1 1.73 18 13.81 8.10 0.07 2W5 2W4 0.45 0.70 0.315 0.315 5.00 6.67 2.10 2.10 348.56 348.09 32.91 0.013 1.43 15 7.72 5.70 0.10 2W4 2W3 0.12 0.77 0.092 0.407 5.10 6.63 0.61 2.70 347.99 341.85 102.31 0.013 6.00 15 15.83 9.60 0.18 2W3 2W2 0.10 0.77 0.077 2.140 1 13.12 4.82 0.37 10.31 341.75 338.85 114.08 0.013 2.54 18 16.75 9.90 0.19 2W2 2W1 0.00 0.77 0.000 2.140 1 13.31 4.79 0.00 10.25 338.75 338.00 36.32 0.013 2.06 18 15.09 9.40 0.06 Pipe run: 2X 2X5-2 2X5-1 1 -1.40 1 0.40 1 0.560 1 0.560 13.10 4.82 1 2.70 1 2.70 1 342.75 339.63 48.00 0.013 1 6.50 15 1 16.47 9.0-0 0.08 2X5-1 2X5 0.25 0.72 0.180 0.740 13.18 4.81 0.87 3.56 339.53 338.36 50.60 0.013 2.33 15 1 9.86 1 8.00 0.11 2X5-B 2X5 0.70 0.59 0.413 0.413 5.00 6.67 2.75 2.75 339.75 338.35 23.69 0.013 5.91 15 1 15.70 1 9.60 0.04 2X4-1 2X4 0.13 0.80 0.104 0.104 6.00 6.67 0.69 0.69 338.65 337.20 71.79 0.013 2.02 15 1 9.18 1 4.40 0.27 2X3-1 2X3 0.15 0.80 0.120 1 0.120 5.00 6.67 0.80 0.80 340.45 336.10 1 40.89 1 0.013 1 10.64 15 1 21.07 1 4.50 1 0.15 2X6 2X5 0.16 0.77 0.123 0.123 6.00 6.67 0.82 0.82 339.15 338.36 71.79 0.013 1.11 15 6.82 3.70 0.32 2X5 2X4 0.19 0.77 0.'146 1.423 13.21 4.80 0.70 6.83 338.26 337.20 31.86 0.013 3.30 '18 19.07 7.70 0.07 2X4 2X3 0.10 0.80 0.080 1.607 13.28 4.79 0.38 7.70 337.10 336.10 45.04 0.013 2.22 18 15.65 8.80 0.09 2X3 2X2 0.00 0.00 0.000 1.607 13.36 4.78 0.00 7.68 333.72 331.77 77.88 0.013 2.50 18 16.62 9.20 0.14 2X2 2X1 0.00 0.00 0.000 1.607 13.51 4.76 0.00 7.65 331.67 331.00 45.00 0.013 1.49 18 12.82 7.60 0.10 Pipe run: 2Y 2Y3 2Y2 0.29 0.75 1 0.218 1 0.218 1 5.00 6.67 1 1.45 1 1.45 366.36 1 364.46 32.00 0.013 1 5.94 1 15 15.74 1 8.00 1 0.07 2Y2 2Y1 0.17 0.68 1 0.116 1 0.333 1 5.07 1 6.64 0.77 1 2.21 364.36 1 362.50 50.00 1 0.013 1 3.72 1 '15 1 12.46 1 7.60 0.11 k Pipe run: AA AA5 AA4 0.36 0.60 0.180 0.180 6.50 6.20 1.12 1.12 353.90 353.15 85.00 0.013 0.88 15 6.07 3.80 0.37 AA4 AA3 0.00 0.00 0.000 0.180 6.87 6.10 0.00 1.10 353.05 352.53 70.00 0.013 0.74 15 5.57 3.50 0.33 AA3 AA2 1.77 0.40 0.708 0.888 7.21 6.01 4.26 5.34 352.43 351.62 108.15 0.013 0.76 18 9.09 6.40 0.33 AA2 AA1 0.00 0.00 0.000 0.888 7.54 5.92 0.00 6.26 351.52 351.00 70.00 0.013 0.74 18 9.05 5.30 0.22 ►lan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ',�JH OF &� / Alan G. Franklin Lic. No. 35326 0 07-06-22 = . FPS / O N A L II J Q J U J Q U W C� Q Z 9 KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 -FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 63' QLLI Uf, C5O V OLo ^Ln;d• t- II- r- �OOrr000 -N : M ^r O N QO�rM N ❑❑ L_ + r W OM N 00 N N r ❑m(0c�MMM I N �O oO N ❑m�Cl[�(Ln �(j��Z �0CD2ZZi- : (n I 2E j oa-�j>O ���0 7 30 ❑ Z ��: ZZj _ O F0 j s 370 �� N_ NC? O U) d' m W V OM (4O,pM 4-c} M: _ M N L,n m(ypr t` j° NLL wpr N L0u')c r ❑m MMM N I-Lnr ❑;m+c�M COVER OVER >t❑`rM � F ���z �Do2E2 - U)Qo�l- WATERLINE REDUCED ' : 0 � j � � � 0 � H � O TO 3' TO CLEAR STORM -- z u) z ❑ _ -- > (n cn > 360 360 360 .........................>........................................o..............................................................�. _............... ...... z 360 360 . 0 -,-aRAIN- .9' > > - �.-- - T-: 5: 3 0: - _Z ---- - "; �2--- ! : : : : I i ... : : : :350 m - : : : - : :: 350: : :..- . . : _ --' : : N ............................................. t.............................................._............................ : : . : : ............................. ...............................: i : 350 350 /33.$6 1 31.84LFOF15 : : : LF OF 15" 15.34 LF OF 1 HDPE @ 0.79 : 62 $5 LF OF 15" : 10.5' HDPE 0.75% : HDPE @ 0.65% X (2B3-2B2) HOPE @ 0.75% : �I� (2A3-2A2) (2B2-2B1) w z PASS WATER UNDER 340 (2A2-2A1) - 340 340 - ............................................................................................................................................................................................. STORM W/ 12 MIN. : 340 340 : SEPARATION Q Q I a 0 ❑ 10+00 10+80 10+00 10+40 STORM DRAIN '2A' PROFILE STORM DRAIN '2B' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V :............................................................................................................................................................................................................................................................................................................................................................ `- ULLI .................................................:................................................Ir ......�................................I U) - O O N ^ N Q rl• Imo• I� : d) - W C7 :d• - r- O O 00 (�O�i Qd d (h Uao«�Ocot (�(O��t d ................................... r WILIU((OOON ... (n � ^ O O .......................................... ............................�..,... N Il` WO O Oh -CO .............. M �` (D (0 r W(ON(fld: NLLU ❑ + 00 N.rir d 000 N`�Lnd OiO� iN`�d'd'O W o I CY) L0 � I' `' : ❑ U (V In m O Lo Ln ❑U NLL p + N w m 0 Lo NvtOC�IN ❑ m LO (O 1() L() MMM N COOM p O m + MM (nQ`rM I MMMM E(/) :�MNM(M ���? (nc?O2FZZ? ❑`-�z ❑r2� (n❑`MrM (p�❑�Z �M ❑��Z� I � , ( � O �° ❑I¢-(Zjj0 0��j0 p���0 Z> � 0(/) j z �.t j0 z Q��O :..........................................................................................�............................................................................................................................................................................ . :�� j ❑ j EXISTING GRADE : P U) Z Z j U) > z ..............................................................................................z....................................................................................................................................................... ................ .. z 360 370 ....> p U) (f) j � j ....... z.................... ,� - 370 PROPOSED GRADE o _ o....... o o............ : o ° _ - : - - : - : HYDRAULIC _ ` - - 79.13 LF OF 15" HDPE 0.75% 2C4-2C3 - o �. . 2C 2 -2C1 1. 50 /o ) GRAPE LINE - _ ---- ' ' 350 360 360 HYDRAULIC GRADE PASS WATER UNDER � 3: LF OF 15 LINE X Hp STORM W/ 12" MIN. - PE @ 0.72% -- _ - - -- - - - . . . _ . - . . : : i i :: SEPARATION z (ZC3-2C2) 1.7 - -. _ :................................................<.................................................................................................r................................................................................................................................................. ;...........................I.......I.......>.:................................................:.................................................:..........................................--................................................................................................... 4 a 3 0 350 350 54.00 LF OF �5" X 4i.20 LF OF 15" Q HDPE @ 0.83% J HDPE @ 1.53% a (2E2-2E1) (E3-2E2) ❑CL ❑ .................................................:..................................................................................................�.............................................................................................................................................................................................................................................................................................................................................................................................................................................................. �o .............................................................................................................................................................................-......................................................................................................................................................................... co 10+00 10+40 10+80 11+20 11+60 12+00 10+00 10+40 10+80 STORM DRAIN '2C' PROFILE SCALE: 1 "=20' H; 1 "=10' V STORM DRAIN '2E' PROFILE SCALE: 1 "=20' H; 1 "=10' V r (O O O r` r CS O N ^Imo+ N r- Imo- -co -• 1� r r- O O N CO O-O M^ CO N (9 <f O^ O O> °0 e t.- N O Ln LL) ^ O O LD i r t- ILL (OOc d1d:e} d•OCMd M (0(0(0t- (�000cFd M N(OMMM ❑W(JON ❑s11`: . .rl. pco� UOO LL(O4r-rO LL00't Ln-t: QI-`. d Nv+ d'On00 () O NLL (LIC) N`�N(CJNN N MtiM N LL1 +O � Nv-tMO)6i NvOMO Oa op)N(V N QmOOMM 070(M 0U�c�imM� Nm + M� ❑ rM mMF (�(�(� m�MV7 ❑�r� ❑mc (DL17Ln pmin(Dln 2 CUr MM �MMC� m°O(Dln ce)V)❑ ❑C? ❑� U) MMM M I MM: O %<:k ❑M + MM U)m ❑-O F- U)-O' U)-O I. 3: : ' r i-J Q wW (f) 5 O 5 O 2ZZF- (AQr2� U) I-_ ❑r;�Z{- pr Z _ �I- - - - Q ❑ ❑ U) - ❑ r �_ z ❑ r �_ D; _ p I..- Z co ❑ r z Q r _ QU)� ❑QUO ►- U) j ❑Q�j0 ❑Q�p w�j ❑Q�j° QQEO❑(n�ja?;°o ❑QiYjO ❑QUO Q > > I-- I- O I- I- i i- F- LL I- Imo- F- F-. F- N N I- I-- F- I-- z z j U) u) j i ❑ Z w U) : Z > u) U) > p Z U) co z > (n (� > X (n Z �; Ln cn (� Z > (n (� > 360 _ �- 360 360 �� �-- - 360 370 �- -- - 370 370 `� - - 370 I- O O O. EXISTING GRADE HYDRAULIC O O E- O ?= O O 0 ❑ ❑ ❑ I-- ❑ ❑ DC ❑ ❑ ❑ > > _ _ _ _ _ - - - - O❑ PROPOSED GRADE GRADE LINE > > uj z > Z, > YDRAULIC > - - - -17 >L z RADE LINE HYDRAULIC U _ - - -- -) 3277 LF OF 15" :- _ ` - - -- - 350 I ____L 350 350 :GRADE LENS -L:::=- - - = - 350 360 360 360 360 HYDR� ULIC : HDPE @ 1.65 /0 UA LF OF 15" ._�. ° _ - - -1.7LGRAD LINE (2D2-2D1) HDPE @ 0.74% ..,,. \ - - --_-_. . . 43.36 LF OF 1 PASS WATER UNDER @ (2D3-2D2) 9 LF OF 15 HDPE 1.87° STORM 1N/ 12" MIN. : X i. �_' HDPE @ 1.00% X (2C21-2C2} SEPARATION w - .., w z ' :.>: (2F3-2F2) z 340 340 340 - 340 35O ALCF11-L-MATERIAL SUPPORTING-MATERIALEMBANKMENTS AANQ"""""""""""" "" PASS --WATER UNDER "".-"..........-ft 35O 35U _ - 350 w STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I - STORM W/ 12 MIN. w > 3 AOLF OF 15 40.58 LF OF 15 Q : SEPARATION J HDPE 0.97% HOPE 0.74% Q SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD v) ' Q @ @ AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE � : � � ( A41-2A4) (2A42 2A41) p UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S p p p MAXIMUM DRY DENSITY AS DETERMINED BY VTM-1 370 360 350 370 360 350 340 370 360 350 10+00 10+40 STORM DRAIN '2C1' PROFILE SCALE: 1"=20' H; 1"=10' V 10+00 10+40 STORM DRAIN '2D' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+80 10+00 10+40 10+80 STORM DRAIN '2F' PROFILE SCALE: 1 "=20' H; 1 "=10' V ..........................................� NU00 ................................................ .................................................................................................:.. (Nj�Oln -..................�...................................................................................-..............................................................--................................................................................................................................................................................................................. cY -..... .................................... ......... �(0��� ................. ...................... Q LLDrlj N� (O M LO NME UcqQ dCO L) MLO ��z v) I!-- UCD� ZI- r ❑ � - ��j z �Ej0 EXISTING9RADE ��0 �❑ ❑ - nz PROPOSE GRADE t- U) _ O - - HYDRAULIC - ___- - - 0 ❑ GRADE LIN - - - - - ! _ _ _ ................................................................................................................................................................. - ....::7=................................................................ 195.14 LF OF 15" HDPE @ 0. 7% (2G3-2G2) 2 5' ..- --. ®.._ -- -.. , __ _ J X 58.00 LF F 15" HDPE 0.76% 10.4' w (2G2-2G 1, z ..................................................................................... ALL F LL MATERIAL SUPPORTING OADWAYS, E BANKMENTS,.AND ..............._........................... .................................................. � ................................................ ................................................. STRU SELECT TURES WITHIN MATERIAL AS THE RIGHT-qF-WAY DEFINED IN SHALL ECTION 207 CONSIST OF TYPE F THE 2016 VDOT I ROAD Q w U) U) � AND RIDGE SPEC[ ICATIONS AN MUST BE PLACED IN SUCCEPSIVE w UNIF ' RM LIFTS NO EXCEEDING 8' AND COMPA TED TO 95% OF THE SOIL'S 0 0 ...............................................................................................M.......................................................................................... MAXI UM DRY DEN ITY AS DETER �'..............................................................................................I................................................................................................................................................................................................................... INED BY VTM 1 = 00 00 10+00 10+40 10+80 11+20 11+60 12+00 12+40 STORM DRAIN '2G' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 370 360 360 350 350 11+20 10+00 10+40 10+80 STORM DRAIN 'A4' PROFILE SCALE: 1 "=20' H; 1 "=10' V ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ O O wOLn r- O Ln M r' i0 Ln M M r� LL) ,, un O 7 020011- O � 00 O O U) O O 0QCCOLOL(1 ❑` (A��z r M �O(OL(hLO ❑ Q r M (� U)P�< co 0of-CO ❑ U)U)i�2Zf- F U)NLN (t CO M M d•LnLL( ❑ Q i• co co �F-�2ZF- LO co ❑ i- + M CO U) i- � I ❑ � ❑ -� z O ❑ (n z O z � - cn ❑ HYDRAULI .............. ... ..... f ❑ 0 GRADE LI � EXISTING GRADE _ _ _ . Q PROPO - - - - � ................................................ ................................................. ................................................. -�- ,..., ........Z............................................... .............................................................................................................................................................................................................................................................................................................................................................- / - -_- -- ................................................. t ............... ................................. .......................................... ......................................................................................................... ........................... .................... - _ �- °, - 1 1'i5'LF C1� 18" WD 0.7 o AA3- i ° I - - 10+00 110+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 STORM DRAIN 'AA' PROFILE SCALE: 1 "=20' H; 1 "=10' V Q�OL� w - w^ON Q -NU) --1- Op co - d �pNLQIQ❑p II �- �'Lo� Q Z �-, mCNI Z ` on M M M M co ❑ u2Z Q-D : m°0Od�O� ❑ -IM coU)-rM r2 F- Uz M ❑r!2Z �� O � u-Z z lnl- OnZ ��0 z n> -- F U) �- o U h Q 0 w> Z Z O _ > zZ EXISTING PRO GRADE EDGRADE 0 Q > O ❑ > O ...-.......' ❑ - _- -_-_ GRADE IT�INE --t1 -. - - - :- L O 15 DP 53. 2 e2 . -- _ `�' 'e ' .38 . . . ._..._ 1 9 35.94 LF O� 15" -. - - - - - - - - ' - -'- -____.. 1-2$:7 .._-r -L-F--OF36---HD - 1.2_1%_ E--@---- ..1. _ - - � 2. - HDPE p 1167% jT 2.5' (2A22-2A2 ) X i I 0 0� i Q >w, H I � U) i > = n- , 0- u_ 0 ! 00 (O I I I 00 10+00 10+40 10+80 11+20 11+60 12+00 STORM DRAIN 'A24 PROFILE SCALE: 1 "=20' H; 1 "=10' V ..........................................�................................................ N0O0L) .......... . NJNOaO.. .W MO.O.0 MN 00 N r COU+1 jQM > Z U) ZoMMc� (U)Z MM '. : (n �- - ��z ¢r2Z�f 2��Z4 Qcr--21- ���o ❑ ...................................................................................................................................................................................................................................................................................................................................................................................................................I......Z....... : : : : : :> : 370 370 �, _ O `:. HYDRAULIC GRADE LINE; .............................................................................................................._....^............................_..._........................_..._........................T...._..._...._...._...................._...._.....-........y......_.. .._.........- _ - -.....-....-.......-.... ...... .................... .... - 360 360 - `" �- 142.96 L OF 12" HDPE: 0.77% 213-212 _ _ _ 21.98LFOF12" ....................................................................................................................HDP...E.. 0 0...9.1.%..............................................................................:................................................... i @ :..................................................................................................................................................................4............................1 350 350 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... (212-211) 10+00 10+40 STORM DRAIN '21' PROFILE SCALE: 1 "=20' H; 1 "=10' V 12+40 12+80 13+20 13+60 14+00 14+40 370 360 360 350 350 340 340 ON - .-. 0=Op ^❑N�^O � =(OI-C?CM = -7�O L7Mti�0.) N- r 06 r17 Np L0 �L) Q2E°°oW CD XA o� f 2z nmQr.L , Q-; I - j� MZo PROPOSED E � �oQ °p / - 0 ---7 1 1 g > z HYDRAULIC > o- > z - GRADE LINE r _ � - -- _ -- f. V- 71.78 LF OF � I' 5" , \- 33.8 HDP HDPE @ 1.4 % W (2H2 (2H1-2A2) Z ALE FILE MAT STRUCTURE": RIAL SIJPPO THE TFNGROAF}W IGHT-OF-WAY EMBANKM HALL CONSI NTS; AN T OF TYPE I w SELECT MAT�RIAL AS DEFINED IN SECTIOIN207 OF THE 2,016 VDOT RO 'D Q AND BRIDGE SPECIFICATIONS AND MUST E PLACED IN U UNIFORM LIF S NOT EXCEE�ING 8 AND COMPACTED TO CCESSIVE /o 95 OF THE SOILS d MAXIMUM DR DENSITY AS PETERMINED Y VTM-1 0 - 00 10+00 10+40 10+80 STORM DRAIN '21-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V ..................................................................................................:.................................................:.................................................................................................:.................................................:.................................................:.............................................. ......................... _ ................................................................................................:................................................:.................................................. ... ;... M _ ti N N L()^OOIf)00:^M��j N^COOOMM 2-((OOOON-c) 0(000`t00) 0s()�cO(DLq 0 O-.M OO N d N r: CO (f) Lt7 r NU��In l�l�j Qmc-CONr NmM(OO LSj LM NmtOO (OOP Nm0(~o0 ❑- MMMM; (��} �Mc� ❑(? + MMM 0(?NM('MM �M� M(M �OQ2zzIo�2zl- �p��zl- : EXISTING GRADE ❑r-2_z_� ❑2� p U) F �: p Q � - ❑ ❑ Q � ❑ : PROPOSED GRADE ❑ Q ❑ I- jj I I >O : I-� j° E-I- j0: �-- c) ZZ>: U) U) Zj U) U) zj : (�cn ->I u)0) j : : : .................................................... _:................................................................................................... z...:........................................ ...:.............. . z z . �- - I- z . �- - 7 - 3 0 _`--- ❑ ;:i::i:::::::::::::: ..........-.........-.............-.........-........ -..........................................-....-... ::::.::::::: ...........-.................-...-..�................ ::ii::::::.::. ... ........-..................... _---------- -- ----- - '� ... ;::::::::::::: ........ ::::::::: - ':: .-T....T.......:::::::: . 17 ....................:ti:::::::: .................................................::::::.::6: :::::::;:::.: ............. 30 26.25 LF 5 ° 36.38 LF OF 15" _ _ 1.8' :HDPE @ 2.64°�c '-""" 98.1 F 15'�-I~4DPE• . �2•%• 2-�-201 __ _ w ' U) (204-203) : z: z i 1.3: ............................................ 0 .' W HYDRAULIC W 350 : : i t41.83 LF: OF 15 I- : - GRADE LINE ►- HDPE g. 1.65% `l ' Q (201-2M5) w : U a 0 o i0 oti : ZO 10+80 11+20 11+60 10+00 10+40 STORM DRAIN '20' PROFILE SCALE: 1"=20' H; 1"=10' V 10+80 11+20 11+60 12+00 12+40 12+80 7 3 0 360 350 360 350 LF OF 15" @ 1.18% 2H1) 340 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com No I PVT H OF °.. og a Alan G. Franklin ry % Lic. No. 35326 W .0 07-06-22 �, 015 U W LL:(DQ U) 0 Z LJJ V < (D .j O J > O N > I- 0- W Z Z r < O 13- z � Op z Q � aQm ° � > J (n _ a w �y J Q Z L1. KEY ISSUED: 03-07-22 SCALE: 1 If = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET 11"'V1, be)lc)D- of 76 390 380 370 360 350 STORM DRAIN '2L' PROFILE - (OPTIONAL ROOF DRAIN SCALE: 1 "=20' H; 1 "=10' V ���: ���: N Olnmic5°0O _ Cn ' m tT3 r --� =ONd f�f--In Zo�OCOnINr- N00 (N O�0°ocD W L1 ZpNI�°O1� i N^lf)cOC? N+(64It(m��N njOmm i N`�d O�O}O�Oieni dI-co��d �c,mc�cc�mh {mmm ❑❑ mmmmm U) co cf) # mm U)�Q�ZZZI— ❑�2ZI— ��P�h ❑Q�ZZH ❑o�Zh (A���_� :D �— —U)�jjj0 �EQ-�jO �p U)U)c'>>0 OQ�jU 0 i O❑ ZZZj cncn Zj u0 > cncn Zj U)U j 360 - o Z - 360 380 o z o z- -o 380 380 ❑ EXISTIN� GRADE o > ❑ ❑ > PROPOSED GRADE > EXISTING ;GRADE > > _ PROPOSED GRADE —i --G-{gyp@`I tl�JE- HYDRAULIC '�— ? •: GRADE LINE — — — 350 ----- - 350 370 - - - 370 370 1.5' _'—'E41.90 Lf OF 15" - 33.65 LF OF 15" _ HDPE pi 4.56% HDPE 7.07% (2N2-2N1) _ _ — — — — 61.92 i F OF 15" 340 (2N 2M 23 _ 340 360 - Ha�E@�4% 360 360 cp (2P2-2P1) cn qr U 4 4_ ao 10+00 10+40 STORM DRAIN '2N' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+80 10+00 10+40 10+80 STORM DRAIN '2PPROFILE SCALE: 1 "=20' H; 1 "=10' V 11 +20 11+60 r �•O O r O O r-- O c0Oo0 NO O 1� c0 �n C�J � .d' N �' O 117 O O O�r-O m O M. O O CJ Om.f�CO = U3 O O (� W OO + ONE-O NmOI`CO(0(0: yNO��N 0U°000O(0 N�f�o�� c-1�COCO ���IN�cOD N W °0 Il- ❑ 4mC0 ��NI— ❑m�mmmm Ea- Z Z ~ �ChOmmm ❑ Z ~ ' V% -�ZF- EXISTING GRADE �� �ZI— � ❑ ❑ ZZO F-� z0 o� z_O PROPOSED GRADE p�- ZO o� �- >— -- -- „•-•—� Z - o - o > HYDRAULIC GRADE LINE 2.8 24" HDPE @ 1.52%°(2Q3-2Q2) — — — _ %82.46�fl��Q 22.00 LF OF 24 " ---- — _ 35.44LFOF24 HDPE;@1.36/° HDPE @-1:50% E2Q4- Q3} (2Q3-2Q2) W co I 'U > a. co 10+00 10+40 10+80 11+20 11+60 12+00 12+40 STORM DRAIN '2Q' PROFILE SCALE: 1 "=20' H; 1 "=10' V 380 370 360 70 60 50 40 390 380 370 360 350 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@aianfranklinpe.com I H OF ci Alan G. Franklin Lic. No. 35326 L, 0 07-06-22 . LONAL��' KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET E3 ! P4 fiR �%lo `ice of 76 380 370 360 350 340 STORM DRAIN '2M' PROFILE: STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V ^r(o to O o)Cm B - d OU�Cb[ Co ° � O (dL) M h - �N00 ro .d 0 D m v ,.O N m d(0to 0 m ❑ mm C Q. N m N O �Oi N ti r-; (o (o m ❑ m d1~ Nr- .O ;m m(� m❑ ❑ ((O Zn� — ❑� Z�Zn� `Z � � ; z�_0380 — —3❑> ❑ ❑ O ❑0 + > : > EXISTING GRADE : : -I : :< PROPOSED GRADE ; 370 // I�/ /� � A .6' -" 0! _—® i ------ I ------ — - : f -- i - : 38.84LF;OF15" 360 _ — —: —_ _ : — '�N m__ . .' -�� 50 08 LF O F 15" @ ':. 3 °/ _ . -------------- HDPE @ 6 919/�2M13=2M-1-2}- — 3 __— - — -_ _"I'll —�; 14542 LF OF 24" HDPE @ 1.49% (2M9-2M8) (2M1:2-2M11) Ir<-�11- _ 5398 LF OF 24" 31.84 LF OF 24" HDPE @ 1.44% HDPE @ 1.41% 350 (2N110-2M9) (2M11-2M10) 3 340 w Zw —,L -�__—L_ 3 -,�? ::::::::::::::::::i:::::::::::::::::::::::::::::::::::..::::::!.:;::::::::::::: ;::::::::::::;::�:::::::;::::::::::::::::::::::::::i:.;::::::;:!!::::::::::!::: ::i:::.:::.:i::::.:::::::::::;::::::i::::::�:::.:::::::::;::::::::: .:::::t::::::::;:::m::::::::::::::::::::::::::::::::::::::::;:.;::::.p ;::::::�i;;:i::::::;::::::::;::::::::!:::::::::.:::.!:�.::::::::::::::::::: ::::::::::::::i:i:::::;::;::::::::::::::::::!:::::::::.!:::::::::::!::::::::::: U d f❑ 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 2 + 0 00 STORM DRAIN-'2M' PROFILE: STA. 16+00 - END SCALE: 1 "=20' H; 1 "=10' V 370 360 350 360 370 OF 15" 4.58% 350 360 10+00 10+40 STORM DRAIN '2Z' PROFILE SCALE: 1"=20' H; 1"=10' V ........................................... .......^..........�...................................................... m_ O (o (o (ot r O In (fl LC); .................................................................... r ^ r (o r D! OO O ............................................................................................... ............. ................................... , O 0 0 r m Ln O 1 N O m f� N❑L66 U) —+ O�'NN'• NUOI�(o(o(): NvNOmcMN ❑Um�'(o(o(o N NOmm cq , i ❑�a0r-(o(o : ❑❑OIL-(o f ❑ I cMCMm (np�2ZZ�-'i Ucy) + V)mmm p,�ZZi— ?0' + mcMm + mc7 i �Q] 2ZF_ • emu) � ; ❑��j j0' ❑Q »❑p �lQ� jQ❑ Q�0 � ZZ> cjcj ZZ> `• Z> ; j Y)~ 0� ................................................ ...................................................................... _: Z i _..............................�...., O O EXISTING GRADE > > PROPOSED GRADE' HYDRAULIC : GRADE LINE rl F 2.2' : : . ! . : : r77777 d-- -- cr ---- _;- .=== 7__::::::),�-- — : : : : : : .............................................................................................. : : : >................................ :_ : : : : . 24.Q0 LF OF 15�� 5a<,1.3..LF..OF..1.5........:.......................... i -- 32.16 LP OF 15" o ; HDPE 3.54% HDPE @ 1.44/0 : HDPE @ 1.00% 2R3-2R2 (2R2-2R1) ( ) (2R1-2S13) i� ep .................................................:.................................................:................................................:.................................................:.................................................:.................................................:................................................. 10+00 11+00 STORM DRAIN '2R' PROFILE SCALE: 1"=20' H; 1"=10' V 380 380 370 370 360 360 80 70 370 60 360 50 350 40 340 N�OlnmLn Ln0 =ONd r� I`Lt7 �^r_ Nto°0f � (oLn N^CID (AM NDC? f� N����� � NUo❑ Mc c-{ cM c7 2im °�d N (h + m cM U)f--��ZZZI— ❑ u- C—:) ❑E3�2iI— �O��O I-wa'j>>O ZZZj NH jO Z> o U)U) U)U) > - Q - H o - > > EXISTING GRADE PROP SED GRAD --T-- _ _ - - - -- -_- HYD� AULIC - - I-- TI j G DE LINE Q- ==-, � - �.. �_. - . .- _. . � T� 44.46 LF 1 33.87 LF OF 1" I HDPE @ 2I HDPE @ 8.30°o 4 3' (2M22-2 (2M21-2M1 go iY � U) a_ CL ❑ ❑ 10+00 10+40 STORM DRAIN '2M2-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 ��0000r oocfl mcL cq❑NLti� ❑Otodr ' dr'• i- coHo jj0 F-� �-2�❑O� O 360 360: Oo zz� — jcn j HYDRAU IC GRADE LINE T 350 350: _. ---,4: _G : : )F15" : 21.42LFOF15" 1.19% HDPE @ 4.11% 21) (2M31-2M3) 340 340 M 370 350 360 340 350 0 0 0 0 0 (fl �(fl00(7(flNtn oot oLno CD ONd1::'Eq(Oo• NU+opmN� -O to to to toLID❑m- mmmcoco fi_(o°ON NCO (+ ((r)ccy) p Z Z Z? U)— o 2 H ❑��»>Q ❑QUO U) ZZZj oU) j 0 _ _ O > - -C- — �_ - F '*'_� EXISTING �RADE - PROPOSED GRADE HYDRAULIC a 'Z __ GRADE LIME ;�=� - 56.44 4F OF 15" HDPE @ 2.39% (2M61- M6) 370 360 350 10+00 10+00 10+40 STORM DRAIN '2M3-1' PROFILE: STORM DRAIN '2M6-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V _....^..................................................................................................... O CO 00 CO ^ Ln LL7 �CoO(flOOQ7 r (oNl� N v O M M In I` ^..................................................................................................................,.................................................,.................................................,.................................................,.................................................:..................................................................................................................................................., Ln �' c-c-000 N � f`- C` r:^(o; ; _ N,�r lnLn O N ❑coO+ mcf)mco Nmm�� o ❑' +o m m' ❑m i mmMM (n o Q O c- Nm�O� EXISTING GRADE ❑ r m Ln m ❑� ———�- i (�❑r �I- > > ❑c-�_ZZI— - - (ni❑� PROPOSED GRADE D ���»O ���0 �U) zz> U)U) '• > i 0�Ij>O U)U) Zz> — �_ - :w(n > ....................................................................z_.......................................................... ; 380 :.................................................._s................................................................................................ 370................................_ i i . ,.........................................................................................._..............................................._.................................................................................................� Z... 7 3 0 0 0 > --- --- - : HYDRAULIC �-___ GRADE LINE / :: � -- _ - : 3 7 0 _----- 6 _ — 3 0. ............................................................................................._..............................................._..............................................._............................. .. 360 ........................................................................................................................................:. . : - - _ - 170.61 LF OF 15" HDPE @ 2.03% (2A2-2A2-1) 0 ................................................;. ................................................: 360 350 ; ;................................................;................................................;................................................:................................................,..............................................._..............................................._;................................................ = 350 35.25 f F OF 15" HDPE @ 4.74% (2R1-1=2R1) :................................................:.................................................................................................I :............................................................................................................................................................................................... .. 10+00 10+40 STORM DRAIN '2R1-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V STORM DRAIN '2A2-1' PROFILE SCALE: 1"=20' H; 1"=10' V ........................................... ............................................;.................................................,.................................................;..................................................................... .............. c.......................................... .t... .. ..... ...................................................................................... .. ......,........................................................................................................................................................................................................................ ......................... .. ... ... .. ... ...................... ` ' i i : i .^ �_ orN...............................................................................................................................m.............?.t o...:O oo r _ y N N mNM � ❑ En L- I N ❑ w ❑LNLN LL( ❑❑L M m i +m❑+ ; ❑ mn� M+ : nMpQm c?�: Z r Z�- — N�Z1 )h F-t ❑ZsC ��Zl— O�cn��Zl— r A _ _ O I��O ❑Q� wZ � O F�>>�)Q' czOOO : n Z❑ - I-c> wco zj cn❑nzj j > ❑Wv....._: Z ❑ .:............................................................................................................................. .....,—...................................... Z > .....................................................................................................................................................................................................:............... .390 : Z :Z........................... — : p — 390 — 0 p . > > : ! : 380; 380 �,....._:........ _ �� . i / r- ..N ...(�9.... . �,� NW +O NmO)N;d d co CD . ❑ ` �...� m U M co m Cm7 CO + co m EXISTING GRADE / j j O o O PROPOSED GRADE , ❑ z co (n z > : U) U) > 370 ................................................................................................................................................._.................................................................................... ..................... .................................................................................................. ..................................................................... ..... : ;...................... 370 380 .... ..........z.... ...:....� z...... 380 _ --- _-- — — : HYDRAULIC ; �_ O O ❑ ❑ GRADE LINE : i` Op > I > > ---- - -- -- __. . . _ --t : -- 360; j__� 360 370 70 -- : � — _ -— , 1 /"�: = - ;74.00LFOF15" i , . ��„ 2 S F F 15 HDPE :HDPE @ 1.25% 74. 0 LF OF 15" HbPE @ 0.78°/a (2U2-2U1 : 2'LF OF24" HI�F'E@ O'.83(2U3- U7-2U) 11 _ . (2 6 : - _ w : z L - . ..................................................................................................: ......................................................................................................................................................................................................................................................................................................................................................................... 350 ; 350 360 _, ................360 i t : : : : : : : : 50 LF OF 15" HDPE : : 36.00 LF OF 18": : :50.75 LF OF 18 0 @ 3.7Z% (2Y2-2Y1) Q ; 32 LF OF 15" HDPE HDPE @ 0.75% HDPE @ 0.75/o cA o ' n: (2U5=2U4) U � @ 5.94 /o (2Y3: Y2) Q (2U4-2U3) a a 0 ac) a0 :............................................................................................................................................................................................................................ o0 :.................................................:...............................................:.................................................:.................................................:...................................................................................................:.................................................:.................................................:...................................................................................................:.................................................:.................................................:.................................................:.......................................................................................................................................................................................................................................................................................................... 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 10+00 10+40 10+80 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �T H O9 �P�/� aC i? "!... ". I � I " 4 .. 7 Alan G. Franklin � Lic. No. 35326 W 0 07-06-22 14j, F`ss / o ��� NAB KEY F__ ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM.- 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS STORM DRAIN '2U' PROFILE SCALE: 1 "=20' H; 1 "=10' V STORM DRAIN '2YPROFILE SCALE: 1 "=20' H; 1 "=10' V 1 P4W"W�0 1�e"Q� 0 f �6 390 380 370 360 350 340 330 39, 38, 37 36i 35, 34i 33 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 STORM DRAIN '2S' PROFILE: STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V ;... .............................................................................................................................. :............................................. ...................................................................................................................................................................................................................... ;.........^...............................:... ;... :O NOOO � 00 Ln L() t� CO '� and ICI m ........................................... ....................... ..^ ................... I�mm m r b : t17 �- O N�m10;00=00�� .................................... �..... ............................................. ..................... ..:...�..... ................................................................................................................................................................................... N O)I�NN m^1� InOO c- O r, Ln d r- CO OO GO (O U�C�jOLnNN .................................................................................................................................................................................................................. ......................................... d ^(�OOO O c- 00 Q ��O)(D000 ........................................... In d �h r` E �- d O) O O; '•(% (OOOr c- .......................................... .. _ (0 ( � O N � (OOj N�mN Ln N d (O Lo LO °M�mmC7 m O) (O (O (O ❑La�Mmm N m r- COO N U Qk ^ (O (O (O °❑�mmm ❑I?(3 ()mMm N O I� CO 4O m 1 °mNmmm N m d' fl• I� f1-: ❑�Nmmm; 00 f�; La ❑m�m�: (n❑�-2iZ - i ,12Zh- - Q�>o fn� (n r�Z❑ U ❑ r �ZZ? (n-N�Zf- °Q�>o i(n❑N�ZF- N . °ago: ❑¢�>o v,cn z ,-cn z� --Q� o ❑dam»o �-�- oU) zj w(f) zz� �-cn z ❑Q��o' (�(0 z > ❑� E-rn > : .......................................... :................................... _.......................... ... I : — :............................................. ..:.. .. ........ . ..... ... ... O ...... �.... :....................................:.........................................;.............................................:.........................................,. • — ..................... ........................ ........... ................... 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Z: O - ..........................................................................._ 390 I ❑ > O ❑ ❑ > O RID NGL STEEL PAN > CONTECH B GECOR SINGLE E RADIUS S EL ARCH S ❑ > ❑O �i > : ON CONCRETE STRIP FOOTINGS, OR EQUAL (28'-10" SPAN:X T-5" RISE) : - - - - € CONCRETE OR MODULAR BLOCK HEAD/WING WALLS, TYP. _ - - - - D..............................................._:................................................:..............................................._:.................................................:...............................................: ... _ , .................... .. : : EXISTING GRADE / , PROPOSED GRADE 1.5' HYDRAULIC i GRADE LINE: '1� i / 6 ___ :.................................................:................................................................................................:Z . : . ................................................:................................................. :................................................. : . : ................... .......................................... .... 12 .... ....................................................................................... .................................................................................... 370 / 1.1 2 5. o - ". ," 1 s: ,.: -V _." -__ _ -- ---- f _ " " f ,. , _ 37.35 LF OF 15 :HDPE @ 3.13 /° ....................................:..............................................._:..............................................._ . . ................................................. _ 1._. . �,:. ( ) - 46.83 LF OF 15" ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND HDPE @ 2.75% STRUCTURES WITHIN THE RIGHT-QF-WAY SHALL CONSIST OF TYPE I (2S12-2S11) SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD O :.................................................:..................................................................................................:..............................................._:..............................................................................................._................................................................................................_..............................................._..............................................._.................................................. .... . cc ................................ : i ............................... AND BRIDGE SPECIFICATIONS AND: MUST BE PLACED IN SUCCESSIVE 'SOIL'S : : I 350 €D UNIFORM LIFTS NOT:EXCEED(NG"W ANC)... COMPACTED TO 95% OF THE s : : + : : : : : MAXIMUM DRY DENSITY AS DETER(v11NED BY VTM1 - r- 53.85 LF OF 15" HDPE @ 1.93% Q (2S13-2S12) -................................._I..............................................._................................................ :..............................................._..............................................._..............................................................................................................................................._..............................................................................................._.................................................................................................................................................................................................................................................._:.............................................. ... :... ' 340 I w : : I I I w z w z 330 U W... w �- Q Q Q �` c G U > _` _ U > _ 0_ ❑ ' 0- ❑ ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... O 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 STORM DRAIN '2S' PROFILE: STA. 16+00 - END SCALE: 1 "=20' H; 1 "=10' V 380 370 360 350 ........................................... ................................................. > OO N.^.O.I�.nIn` Nv . ;; ; ... ;;. ^ ON� .......0....................... Q�m000 f N ....... Q O O NNWp I. ` , Ln ❑N V m n LL: h+ mCMcM; ° p ❑^ { n�OLi ,n ❑ nmN mm?U N Lt)0im (f❑ 0 m(n �QZ n _�� ,+) h OD. � N co v�Z;ZI- - od+ �� v Q_ � _ L �� 7W�> � > �❑�: Qp -❑Q> Z - nZ > Z ❑ Z Z + n❑- ni -..................................................h ............................Z................................................_....................................................................................................... ; J.............................Z.................................................................................................................................................................................................... i - Q... ......�.... � . 380 F- I_ ❑ O - ❑ - OO ❑ > rrc0Le) � - 11-� tfcfl ❑ > > O I- > ❑ � m Ln Ln Ln Ln (�' N ❑ N Ln Ln i w �-- > ❑ O EXISTING GRADE � � z Z f-•: U)n .1 > PROROSED GRADE is 370 - zz]: ju, > 370 _ _ _ - _ _ I HYDRAULIC _ - _ - -- p �' GRADE LINE - > HYDRAULIC — _ - --� ' GRADE LINE i _................................................................................................_............................................................................................ 6 0 6 3 0 360 _ 108-6a-LF OF D ° -. --- ...................................................................................................................................................:..................................................................................................:.................................................:...................................................................................................................................:...................................._ PASSIWATER UNDER W z - : :............................................._:.......... .................. 31.84 LF OF :18„ ......................................................................................................................................................................................................................................................... 5O 350 i 1.6' ........................................... € i TOR S M W/ 12 MIN. w HDPE @ 1.10% = 24.00 LF OF 15" : SEPARATION Q : (2V5-2V4) : 25. 17 LFOF'15"350 HDPE @ 1.04% ?> U) HDPE @ 1.0: (2V2-2V1) j i (2V51-2V5) o i a- bo i oo " 10+00 10+40 STORM DRAIN '2V' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 10+00 10+40 STORM DRAIN '2V5-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 1. ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY VTM-1. 2. BACKFILL SHALL BE SUITABLE MATERIAL REMOVED FOR THE STRUCTURE, ALTHOUGH THE ENGINEER MAY REQUIRE THAT BACKFILL MATERIAL BE OBTAINED FROM A SOURCE WITH THE CONSTRUCTION LIMITS ENTIRELY APART FROM THE STRUCTURE, OR OTHER APPROVED MATERIAL. THE OPENING TO BE BACKFILLED SHALL BE DEWATERED PRIOR TO BACKFILLING. BACKFILL SHALL NOT BE PLACED AGAINST OR OVER CAST -IN -PLACE BOX CULVERTS OR OTHER STRUCTURES UNTIL THE TOP OF THE CONCRETE SLAB SECTION(S) HAS BEEN IN PLACE FOR 14 DAYS, EXCLUSIVE OF DAYS ON WHICH THE AVERAGE HIGH -LOW AMBIENT TEMPERATURE IS BELOW 40 DEGREES f IN THE SHADE OR UNTIL THE CONCRETE CONTROL CYLINDER(S) HAS ATTAINED A COMPRESSIVE STRENGTH EQUAL TO 93 PERCENT OF THE 28-DAY MINIMUM DESIGN COMPRESSIVE STRENGTH. 3. BOX CULVERTS SHALL NOT BE OPENED TO CONSTRUCTION TRAFFIC UNTIL CONCRETE HAS ATTAINED 100 PERCENT OF THE 28-DAY DESIGN MINIMUM COMPRESSIVE STRENGTH AND HAS A BACKFILL COVER OF AT LEAST 4.0 FEET. THE MINIMUM HEIGHT OF, BACKFILL COVER REQUIRED TO PROTECT PIPE CULVERTS FROM CONSTRUCTION EQUIPMENT SHALL BE IN ACCORDANCE WITH STANDARD DRAWING PC-1 FOR THE TYPE AND SIZE SPECIFIED. 4. ALL STORM STRUCTURES AND STORM PIPES CONSTRUCTED ON FILL REQUIRE INSPECTION BY QUALIFIED PERSONNEL REPORTING TO THE ENGINEER/OWNER THAT INSTALLATION IS PER VDOT SPECIFICATIONS. 5. ANY STORM PIPE WITH A CONSTRUCTED SLOPE <0.5% WILL BE REJECTED BY ALBEMARLE COUNTY AND WILL NEED TO BE REPLACED AT THE CONTRACTOR'S/OWNER'S EXPENSE. 370 360 350 340 ............................................................................................................... �� I-65q }N- i�d��ti N W +O m N °U m to a) m + j co >� Z (`� CD cmc m ❑ T G ��> �. < ' Z - ................................................. (A o..................z.......... 370 O > ....................................................................... ........................................ 360 ':.........................................................................................__..� .........................=77 350 -- 2550LFOF15" HOPE @ 2.94% (2T2-2T1) HYDRAULIC GRADE LINE 340 10+00 10+40 STORM DRAIN '2T' PROFILE SCALE: 1 "=20' H; 1 "=10' V 90 80 70 60 50 40 30 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com c��, H OF PI-c 1 .* � - ��. Alan G. Franklin � Lic. No. 35326 � .0 07-06-22 � . Fss / 6Lo NAB 1 06 U W � vz � � � J LLJ U U. � J > O N > I— 0. W Z Z r < 0 g a. z Ljj p LL O z Q � aQm ° Q W F_- Cn J Q Z LL KEY F --- ISSUED: 03-07-22 SCALE: ill = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTSI 10/01/19 - VDOT/ACSA/CO COMMENTS. 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET M PA F/0 14,-� OF 76 : ........................................... : : : : , 3: � ................................................ -, 0 0 t ) 0 C> - * : : ; ....................................... : : .... : ................................................. ; ................................................. : ................................................. : ................................................. N -, '1��z .... 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I : : : : : : : : : : : . : : : : I -----� : ! ----- : : =:=-=% i : : : : : : : : : : : : : : : 350 360 : : : : : : : . : : : : 3401 : : : : : : : : : : : - . : � - 7 - - - - - - - : - -+:��� : ; : / . : : . : : : : : : : : : : : : : : : : : : : - - � - - - - . : : ----- - .. : : ======Z== i : : : : : : : : : . : : : : . : : ), : � : ; : : : : : : : : : : : i : : ; : : : : : ; 340 : : : : : : : : : : : : : ; : : : : : : : : : : k : : : - : : : ; : : : : : : : : : : : : : : : : : : : : : : : 350 : : : : : : 1 330: : : : : : U-I : : : Z 78 LF OF PRECAST t �- ..... --- : : -I- : : : : : : : : : : : : : : : : : : : : : . . : : � : 330 : : : CONCRETE BOX : 0,- : : uj : : : : : : : ; : : i : : : : : : : CULVERT, OR EQUAL: : : � : : !:: : PROVIDE CONCRETE 2- : : : : : : : : : 4'(SPAN) X 4'(HT) I : 3: : : : ; : : : DEEP (MIN:;)TOE WALL ATI ; : : 2 ; : : (0.50% SLOPE MIN.) : : a- : : : : : : E TO CULVERV : ENTRANC. : : : i : : : : : ; : 0 : : : : : : : : : : : : ; : : : : : : = : : : ; 00 . . ; : ; : : : : : . i 10+00 10+80 BOX CULVERT_@ LAZY BRANCH LN STA. 11+70 SCALE: 1 "=20'H; 1 "=1 Q'V (4'X 4') Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com p,� H op I- /10 .1 �. � � ? ,JG A-,." I � ./,� I .. - , ,. . � 's . - �, . C) I . - I. .1 '7 -u Alan G. Franklin Of 1;O Lic. No. 35326 w 10 07-06-22 4j. I<\ --Z�- <,\ cj I'll �, 1<1L,/1 0 N A 1- � � `�� .--"-. -) 016 � - . -r . - (D - , (D < U) U) Z W V < (D .j () Q� H 0 _j IIIIIIIIIIIIIIIIIIIIIJ > 0 100 >: 0� N > I.- CL Lu Z Z U) D < < 0 g M () n Lu n ry -j 0 Q� :5; LL < O� Z <2 Lu 0 < co �- j > -i CO n < w U) < Z: u- KEY � .1- ISSUED: 03-07-22 SCALE: REVISIONS: 07106/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /I 9 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04 04 17 - SRC COMMENTS SHEET jppt���)(()J,�a OF76 Mw 120' JVX fQP B N I .I CD f � a DOUBLE GATE BEN("' '"� POURED -IN -PLACE RUBBER PLAY SURFAC OVER 4" COMPACTED VDOT #57 STONE SURFACE ELEVATION 4" LOWER THAN TOP OF DEPT. OF PARKS & RECREATION TO SPECIFY PLAYGROUND EQUIPMENT AND LAYOUT OF SAME TO BE PURCHASED AND INSTALLED BY DEVELOPER VDOT CG-2, TYP. 55.5' TYP 4 : d EXTEND WALK TO ASPHALT TRAIL r A s ,r 5' TALL ALUM] -GUARD "FLAT 'W TOP -ASCOT 2" FENCE `CONCRETE WALK. ` 'Q A' Q r y Q ° POURED -IN -PLACE RUBBER PLAY SURFACE A OVER 4" COMPACTED VDOT #57 STONE SURFACE ELEVATION 4" LOWER THAN TOP OF CURB S N DEPT. OF PARKS & RECREATION TO '--- '° °— Sf'tuivY PLAYGROUND EQUiPMEN I .y AND LAYOUT OF SAME TO BE ` PURCHASED AND INSTALLED BY J DEVELOPER A , A 1 v. DOUBLE . GATE v v EXTEND WALK TO PAVILION TERRACE I, 9' I, 55.5' PLAYGROUND LAYOUT - AGES 2-12 PLAN VDOT CG-2 CONCRETE ADA RAMP 120' TYP 55.5' 9' 55.5' TYP CONCRETE TYP ADA RAMP 71 BENCH TYP. MULTI -PURPOSE LAWN PLAN ,��:y��a• • • �•:.;•;r3tj's•r •� •�.•ti1� •�;•� •rs• •! •(4•rr•rs•� • 15 �r6i 's�¢'M �� �• NON �1:�••�••�••�r�(•��9N N f� �� M3�Yn�!M�Spi� • ,i•��.�i-'�t ii N •� •¢.•-,N •rN il•N •FsN H•H •i•�i:�i'�i �r�r••'.�s' ls�!s.�!sr.•..�ls. ..��.i!•�lsa! vKam CONCRETE PAVEMENT SECTION 6" SCREENED TOPSOIL - 4" LOWER THAN TOP OF CURB -ATOP FILTER FABRIC MEMBRANE AND 4" COMPACTED VDOT #57 STONE 3000 PSI CONCRETE W/6x6 10/10 N REINFORCEMENT - SEE PLAN FOR JOINT ALIGNMENT VDOT CRUSHER RUN STONE BASE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR INSTALL STANDARD PARKS & REC "PARK LIMITS" PLACARD AT TOP OF EACH POST ON OPPOSING SIDES (FACING TOWARD PRIVATE PROPERTY AND FACING TOWARD PARK) 4' LONG 4"x4" PTL POST BURIED 18" DEEP BACKFILL VOID BETWEEN HOLE AND POST WITH DRY CONCRETE MIX AND WATER -IN THOROUGHLY EXISTING GRADE NOTE: POST LOCATIONS ARE SHOWN AND NOTED ON PLANS. POSTS ARE TO BE PLACED V INSIDE PARK BOUNDARY LIMITS TO AVOID DISTURBING PRIVATE 8„ PROPERTY CORNER IRONS. D I A PARK BOUNDARY MARKER POST & SIGN PLAN Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF 0 Alan G. Franklin vo Lic. No. 35326 0 07-06-22 4 . Fss / O ��cj NAB ,, KEY ISSUED: 03-07-22 SCALE: 1" = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 immw r i- f k�j s. d -A 77 J ("I A Gy C K Jr� f A K ----- ;'x< ":,;I, . ... .. x, r) .. . . . ... ... (D ('I �D ;J S-1 is 9 p A kj r, J j, V, f'fll Lip, %_�. I I I I . ....... ..... If VI /* q V- A ti . ....... ;z- J r) 0 A _--�BN a r A `P�j I Ji ,A J Z J A!*� A V 6'ASPHALT TRAIL ON f-1 n E" �'l -0 u '-d r 4 GRADE W1 2% MAX. J, ;�D J, C -V ............. CROSS SLOPE, TYP. :10 1 "1, :�\J \:'j I> 'Y V "J 'k e If -_4 PARCOURS STATION TO .... .... "D "i V�l BE DETERMINED BY V.. ACPR & INSTALLED BY w -'I..... ...... DEVELOPER, TYP. J. N > ........... d (12 STATIONS) 8',TALL ............. 9 GAUGE, BLACK X ...... ...... 0 f"I A VINYL -COATED v., CHAINLINK FENCE (8 0 PAR OURS ST TION70 I N V. BE DETERMINED -BY STREAM ACPR & INSTALLED BY STREAM V DEVELOPER TYP. x IN, (12 STATIONS) PARK LIMITS 1, ji >(1 3 x .......... . . X i................................................. MARKER POST AT X REAR LOT CORNERS,,47? TYP. Al V V. A_ Al k 'I 10'ASPHALT TRAII ON :_x A- < A, GRADE W/ 2% MA) �4 ...... ...... .. ...... ..... A, X, A CROSS SLOPE, TYP. < A' A' A' 1%� I" b/. /z 7 4- �,j i FINAL PATH p _T ND DI A, LOCATION TO BE L:;vy, P FINAL PATH k R1 N I V 4— �c icQVA OND o o dDETERMIN ED IN THE .11/4 ACRE, LOCATION TO BE :J -E�XISTINQ ;c FIELD DETERMINED IN THE :c X__ FIELD j STEEL CONEX SHIPPING .4 wl� RAC K WITH WOOD I "A -BED ON 12" N 4- DECKING pl!j "r %7 VDOT #21A BASE IN 1 1)4 K STREAM: BANK .41 '8'�TALL Y 4- 4- J\� J V R/ V Z JV 9. G.AU`GE,,BLACK 'TED, ............ "�VIN�L,�COA CHAINLINK,FE�NCE I .. ... ...... 6 'ASPHALT MAINTENANCE TRAIL, TY ENTRANCE jw TRANSITION' STREAM WITH (2) - 8'X �p 'TRAIL + ....... c_ 2�0'09NEX STEEL FREIGHT "'TO 6 J, - rb --- ------ ----- - .0 PAINTED BLACK W/ R AT D WOOD DECKING wV STATION TO 'BE DETERMINED BY PARCOURS STATION TO: ACPR & INSTALLED BY" Bl� DETERMINED BY' RIVANNA VILLAGE,TYP. >.< ACPR-& ll�STALLED�BY! 112 STATIONS) "'-DEVEL OPER TYP.` JV (12 STATIO�S ...... ....... i'D< GWOOQS PARK;.,! 12 4 (,-i 6Q HKEaEKVEDyVOQDEDI P H SELECTIV SUFFICIENT SHADE IS NOT i i. A' EA WIT' E PROVIDED'BY EXISTING TREE X OF TREES AN[ THE DOG PARK, OPYIN C L�ARNG -AND UNDE�kBRUSH AS ' CAN 'OF NEEDE�LY JHEN APPLY 3!1 fACPR MAY REQUIRE DO`qB -ARD LE-SHREb Woob MULCH TO lo 6'TALL REES ALONG:; THE SOUTHERN AND WESTERN �-x 9 GAUGE, BLACK x x x PEO H PLANTING OF LARGE CANOPY SHADET' S 0 R Ffi�C E ND) VINYL -COATED OUTER PERIMETER OF THE CHAINLINK FENCE -A I DOG PARK AND THE: )ESIG'NT ARE ED PURCHASEAND rOR DOGS 20 LE�S x INSTALLATION OF A SMALL SHADE SHELTER INSIDE THE: X` . ...... J 0 DOG PARK BY DEVELOPER (IF NEEDED� \PL PARK LIMITS 6'TA�L 9GAUG E, BLACK� MARKER POST AT VINYL -COATED REAR LOT CORNERS, ..ARF-A"DESIGNATED CHAINLINK FENCE TYP................................. I IIA' (0 -20 .1. -1 :/ I FOR DdGS < LBS' I/JV N co x Y BE DETERMINED B PARCOURS STATIO TO -ob� ACPR & INSTALLED BY DEVELORER, TYP. DOG WAERING, S -bLOS'I1.NG' ELF (12 STATIONS) "HYDRANT /* ALL -PORT WETLMD fTRASH &POOP� TRASH X EAM STREAM ............. Lx x _.x �X- . ... . KIOSK FINAL PATH LOCATION TO BE 6'ASPHALT TRAIL ON CF CF DETERMINED IN THE GRADE W/ 2% MAX. FIELD CROSS SLOPE, TYP. dF C F YARD HYDRANT PARK SIGN PARCOURS STATION'TO vow . ...... BE DETERMINED BY ACPR & INSTALLED BY DEVELOPER, TYP. (12 STATIONS) 1 ",WATEF SERVICE JV N 6'ASPHALT k Y J V/ TRAIL, TYP. ill> ...... J V-/- x JV/ J V-1- ........... J V, J V, J V/ ............. .............. ................ 11V J V, (0 DOG PARK IMPROVEMENTS �O SCALE: 1 " = 20' 0 10, 20' 40' 80, Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 a an a an ran inpe.co �\��H OF, Alan G. Franklin Lic. No. 35326 07-06-22 Is, /�ONAI_ 06 Z < Z _j n C) U) 0 > Z >- LLJ Ljj Z U) :D LIJ r 0 > c) 0 n w 0� 0� I In 0 10� U- < Z Lu �e cn 0- < w In 1-- U) _j Z LL KEY ISSUED: 03-07-22 SCALE: 1 11 = 20' REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02107/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 CONSTRUCTION TP:AI 1 fC MANAGEMENT f'LA i RE I iEiVtENTS VDOT NOTE: THE PROPOSED ROAD CONNECTIONS AND PROPOSED LEFT TURN LANE A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY SHALL BE SET UP AS'SHOULDER CLOSURES* Sa ON GLENtvI`vRE ivAY,0.S FROM ROUTE 250 TO MAIN STREET. THE LOCATION WIDTH AND DESIGN i DESCRIBED IN THE 201:1 VIRGINIA WORK AREA PROTECTION MANUAL ASPHALT -PAVED .. OF THE SHARED USE PATHSHALL BE SUBJECT TO THE APPROVAL OF WASHING EQUIPMENT TO INCLUDE: CONSTRUCTION THE COUNTY'S DIRECTOR OF COMMUNITY DEVELOPMENT (THE =i FIRE HYDRANT OR WATER TRAFFIC ROUTE, TYP. "DIRECTOR" ): IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME TANK/TRUCK AND NATURE OF THE EXISTING USE OF GLENMORE WAY BETWEEN & 1' DIAMETER HOSE W/ NOZZLE ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND g (2)- 2�/2 NYLON WASHING BRUSHES PROPOSED s h EA Y DUTY Or PUSH BR OOMSECUESTRIANRiDERS THAT -THE PATH DEPICTED ON THE APPLICATION a DIRECT vA4x WATER TO LEFr-TURN LANE PLAN WITHIN 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED f �X zt. Y--'- i< r USE PATH, BUT THAT PATH IS LATER DETERMINED (PRIOR 7U THE END SEDIMENT TRAPPING DEVICE OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE INADEQUATE TO SERVE ALL USERS, THE OWNER SHALL ESTABLISH A � SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR. FLAGMAN � / ' AS PROVIDED HEREIN. J •/�# i '' �.,�,� ,, � � �X FLAGMAN TO BE PRESENT DURING ALL HOURS ? r B. IN ADDITION TO ANY TEMPORARY- TRAFFIC CONTROL OF; , I�ST RJC[ON {9 F FROM 7 AM 5 Piv9} SIGNACyE REQUIRED BY THE VIRGINIA DEPARTMENT OF q FLAGMAN TO STOP CONSTRUCTION VEHICLES .; . _ ,. O TRANSPOR rA 'ION VDOT J, INSTALL SUCH SIGNAGE AS DETERMINED -, ' �t+ ONLY; GIVING PRIORITY TO NClR� IAL'rRAFFICt33t d ! ?�n TO BE NECESSARY BY THE DIRECTOR:�' I C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE L�%' i � � ����Y�¢f€)2 € T THE PROPERTY ATTHE (GLENMOR E EtE WAY AND MAIN STREE T 1 p(� t Jf a .. 3: ;1 ^f { INTERSECTION. THE - LENGTH AND WIDTH OF THE PAVED PORTION F - . _t T �.: 'CIGATIUN OF EKiST14VG ..:. O O .., LX, THE MAIN S t KEET C ! ST Mc•R D€21�fE I," r . a �P STRUCTION ENTr�AF`dCE SHALL BE SUFFICIENT TO �at`z.�;�'8 ,f,'r•'.{ i , A..:., �� rt ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER EXIT THE I ':�• Jr'r r t f l Ptt P REDUCE �W... :.aa U ER�rY'r0 U.. , RE E ©UST SO[L STAND MUD, GEiAVEi. AND OTHER / r ,+ f 1 a ) r SUBSTANCES F3ETNC, C Er'OSITED N GLENMORE � O GLE U WAY, A t t , AND TO ��-� ACCOMMODATE A CONSTRUCTION VEHICLE WASH -DOWN AREA, THE FLAGMAN AHEAD s' � ; ` � �� ✓ �' �� v: ^}�. SIGN ar M w: i �;;: ;>?�,, L.ENGTMANC3WtD'rt-I •-.--`` .- .",,; ;r .�.::.:,,.._, CrF THE: PAVED PORTION ()F THE MAIN STREET .;,.•' t � mot,; �;: �>.�,' 7. .. \.: CONSTRUCTION ENTRANCE SHALL ofSU BJECT TO APPROVAL BY THE .. � .. DIRECTOR, tc >.�� F. i;, �.- w-,._ T p•:.t< x S ,r 'T, r•.. : 7, ••t;t t3- ' r r � J. >f f /t 4.. -pa-- LEE TJESTABLISH ACO CONSTRUCTION 1EMICLcNA -DJWN AREA VIDE�fAR__ USE PATrliTHiN THE PAVE? MAINST€,E GO SrRUCTiONENTRANCE: THE �tJ' Y:.. f3tf4 ' ^-� h sLE DETAIL)..z WASH -DOWN AREA SHALL HAVE EQUIPMENT` THAT SHALL. B6 USED TO { ;,1 I�. f': t r REMOVE ANY SOIL, SAND N7.UC, GRAVEL OR OTHER SUBSTANCES FRO,tiT ANY CONSTRUCTIONH VEHICLE, PASSEN GER CAR, OR MOTORCYCLE / r, r .. $EFC7EzE. I'T EN rERS (UNTO GLcNiL9URE WAYFROM THEPROPERTY_ THE � r �. � >f c '•-E t t WASH -DOWN AREA AND FT EQUIPMENT SHALL BE SUBJECT a`U' APPROVAL BY THE DIRECTOR i� MORE �LEr� 4E� 2 5y, E. I;iAVE. A FLAGMAN PRESt=Dtl" AT THE INTERSECTION OF .,...,..,.„`..-_ �-� �, � ,� � `^"" - • J� � ,<� , : `f;' GLENMORE WAY AND THE MAIN STREETr t' • r'j � ��\ ,' CUN�i"rRUCTIC}i�i ENTRANCE Al" z.. r W. ti t AL <ENTERING f:: � TIMES WHEN C:ONSTRUCTI UPd VEHICLES ARE E ANI3 EXITING THE PROPERTY TOASSIST THEMIN SAFELY ENTERING AND � 1 � �SJ O : r} 1 t• r i EX1T1N s THE PROPERTY t' 11 - R Y AND TO EN5UE7E':aMr SMOOTH .3U TRAFFIC FLOW FOR �. x t S f` r r l �; v C `T jj__ t U[r MUTER AND ANY C3'THE[2 VEHICLES r HICLES USING'. GLENMORE � E WAY. -.1; T F F • _4 1 t. i k 2 F: CLEAN THE INTERSECTION OF GLEr~ttv9U'n'Ei WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING, OF EACH DAY DURING WHICH CONSTRUCTION ACTI I [Y OCCURS ON THE s ....._.1 ..... 4 , .. r . ST % PROPERTY, IF NECESSARY, TREMOVE a Z O ANY SOIL �]AN ' D RAVEL �. J f r_+ --0 s- , OR OTHER .,UE35 CANC.ES 1 � t ;,_��.= _ �. FROM TME-ROAD. f , e j 5 d J i ft 4 N \ P t G. P -FtO V ICJE.THEGLEN[i40RECOh`i[vIEJI+1iTYAa"SUC;€Al-IE31;7WITHk`` WRITTEN b4t1 EKLY UPDATES OF ANTii 1PATED CONSTRUCTION ACTIVITY ENTER - O ,`.'' "rr , FOR THE UPCOMING WEEK. ONLY Ak 5 1.•; f� ;. ` of -•,'-{ ,'a:ter- \ \ ',f' s C' x Y ems. .t ,,r~ i sJ� r IqWXc .pz h _1 , � ,^.�»`°'�° _.-,• ,,,." s z r dye .( f f e F ,ry rr \ l i } f F 'e&. { I I (,,� � , zF r•�,I F" f �• -_-i j J : 4 r r Ehrur r T y N )F ,. .P NA s . 1 > t g . " FIRE CO, t.F� i:_ r-,..::>z t � { plus. F I r-t, r:. L,... t ii T f:FJ'1. � i' F I 1 w r-- • 1 �t <t ��,.•�{ f rtjf.......... .+IJ I 1. . l t i f. (p F Y.$+q _. ., ..:. s s. ! _-..a �.. _L_______f .:a r :. •:I MIN 1- �1 i-3� t; j N SYCaI�,K ErT -�' 1..... :. t FtJFUhEPi?ASE•- ^�; h � l EXISTING; PROPOSED TREE, TYP. i l 1 3' MIN. II I 3 MIN.. , J EX. GRADE 1. 1 . 01 I ; _ jI (-------- VDOT STIR: HR-1, TYPE 3, OR EQUAL, t I I i'r; :... 1.O { I. 2 t '•J I .,..,...._.:..-._, _. / _ ;------Vfll�l, i � (SEE NOTES BELOW) ,.� _ . j 1 �'+ i 3:1 SLOPE, fYP. + A64 (2 1 MAX) 3>t\lrtm. G a a u-. J:_L SLOPE, 3 E P, �✓ivj� \Y� \'�' , d1'$�\ �: y '� �y'. c a !' : w C•.'tf\4,`.l' \l\..r 1 i (2:1 MAX) -f SLOPE tN DIRECTION OF P#EVA� I` 2" SM-9.5 ASPHALT SURFACE 6VDOT #2 - _., E.XISTING_GRADE 1A STONE COMPACTED SUBGRADE NOTES: 1.. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A. MAXIMUM 6.1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES OF THE PATH. E. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES), WALLS,. FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL: OBSTRUCTIONS. 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A PHYSICAL BARRIER SUCH AS RAILING (FIR-1, TYPE Ill) OR CHAIN LIMN FENCE IS REQUIRED? IN THE FOLLOWING SITUATIONS, SLOPES 2:'1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER SLOPES 3:1; OR STEEPER, WITI I A DROP OF 6 FEET OR GREATER g SLOPES 3'41 OR STEEPER, ADJACENT TO A PARALLEL_ igATER HAZARD OR OTHER OBVIOUS HA A11D SHAPED USE PATr DETAIL S-Oi3 IanFrankfiri PE LLC ,IV and S;Lertan Er,'J,ineetir? 427 Crat,oetrf Lane (,n aL VA22932 43.t531.5 44. alen nf. c Ulrposm. {C. 5 ILL W LLB > `r U E: f..L `A I L.. ' C7 &1 C/ryr/ , t,t.- u. _ Elf Z) Z e, 0 0 S.. . t`aA- ,.Ed' i55U D: 09A.'-1/2015 E 0Rk➢VE1 REV151flN5: _ a.-;s x!;,rxikW. ttv, e Hv mars I Alan Franklin PE, LLC Civil and 5 11 plan Ej-%ireerinC 427 Cr,3iibwy Lane Dozat V.At2932 434-5345644 a1�rF�31a-�fear•�iirpe.com CL I� L-i:.t LL! < J ' ° 2 >;.� t, :5LL 0 J SCALE: NONE ISSUED: 09/21/2015 DRAWN BY: AGF REVISIONS, ,.1.'tC31 tXIPd.49. 4t1`-CehVAEt'1 a DRAINAGE SWALE DIRECTS FLOW TOSEDIMENT ?IMENT TRAPPING' DEVICE 70' MIN. 3" SM-2A ASPHALT TOP COURSE A Q C) 2 ,/r Ji7 2%a z =;t „'J 2 t- -zEr .F" .w�"r. �1 DIVERSION DITCH SID E ELEVATION EXISTING GROUND - EXI TIN - PAVEMt _NT 6" VDOT #21A AGGREGATE BASE T �tSPHALT PAVED WASHRACK ` 01 MIN'. a------ - .i Y 1 t3 12` Mft EXISTING 3 �/ may{ PAVEMENT " - 2e/4 di �,i •y DI VERSION DITCH I�. POSITIVE DRAINAGE 10t - -�x MIN: WIDTH AT DESIGN WATER TO SEDIMENT ELEVATION IS 4.0' I TRAPPING DEVICE FLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET WATER HYDRANTWITH FR OST PROOF HYDRANT 3' ABOVE GRADE AND 4' t: 70' IVI IN. OFF EUC�E OF PAVE=MENT OR CONI�IEGT 1 HOSE` TO FIRE HYDRANT OR WATER TANK/TRUCK "T 6i Y f : a 1 1 i a , II i a I v ••-• ••vx = - v I I I 1 ':1#I-;i�t-1,77?I all "�: tli-: b�•r -15-{ _�:'��',�, '-"yz.` w,t" f. <fiic�u'' ?\ X'i�S•� 'ti k-•+��,,`tpf!' . .,'r :,l :Y.7;L. ,,.1 F''�,.:r':.-�..�� �����..f }�`��. E;� �d F i"'•'tis 7: r--; 1 -gi. li " NOTE, MINIMUM A k� SHUN WATER ER TRAP OF 1 S REQUIRED I RI~Q REE? WITH A MINIMUM WASH HOSE PIA. OF 1.5" SECTION A -A ALE AR.E COUNTY CONPCION E�PAICE SECTION N.T.S. RjVAjNNA VILLAGE CONSTItUCTIoN TtaANSPO TAT10N 111ANAc E.N1EN'r PLAN Rivanna Village.LLC, the Owner and Developer (the "Owner") of Rivanna Village, which was approved by the A4:lbeniarle County Board of Supervisors visors as ZMA 20 f 3-000l2, hereby establishes the following Construction Trwispc rtation. 11Afanagement flan (the "C N4 Plan") .in satisfaction of pro ff€'.r: fl 10 of L1V A 90 t 3-00012: 1- The: Owner shall establisfi, construct, and maintain a .f 0-foot 'vide shared Late path along Gle:nmore LVay front Route 250 to Main Street, as shown as "10' Wide. Shared Llse bath" on the attac:'.Iied ,:xbibit prepared by Alan Franklin, PE, LLC`, crititled. "Rivanna nna Village Constrttetio.n Tragic Management Plan .F?xhibit" dated September 21, 2015 (the -'CTM Plan f xhibli").. 2. La addition to any temporary traffic control signage required by the Virginia Department of 7'ransportattion ("VDOT'); the Owner agrees to Distall SUCKsignage as determined to be necessary by the County Director of'C:'omnitmity Developi.nent (the "Director")- 3. The: Owner shall establish and nrai.ritaain an asphalt -paved constrLrctioaa entrance; to the Rivanna Village property at the Intersection of t,lenrrrore. Way a and Matiti ;street, in the ,area shown, on the CTM Plan. Exhibit as "Asphalt-Paaved Construction Entrance Lltilizira Lxisting Piro Fly'drant for Equipment Wasih Down." 4. The Owner sh.a-ll establish and inaaintai.n. a vehicle wash-do%,n area. within. the paved con ;tructioa entrance, and shall use :;itch. mash -down area to .remove any soil, sand, mud, Pave] or ether substances front any construction vehicle, passenger car; or anotorcycle bcfbre it enters Onto Cale:rn-pore Way from the Rivanna Village property. 5. 11le Owner shall .have as flagman Present at the Intersection of Crl:enmore 'may and Main Street rra the areaareashwv ta on the C.,iM Plan :F'x:hibit gat all times�, laeaa: t;orastrLLctacsrt vehicles are.- entering and exiting; the. Rivanna Village property, to assist therm in saf.efy entering atricl e xi.ti-tig the property and to ensure smooth. traLf:lic flow for con+anauter and other vehicles using Glenino.rc Way. 6: Tt.he Owner shallclean the construction intersection at ClennsrcWay ti:n.d Main Street every evening of each day during which constrLrction aCt vity occurs on the Rivanna Village property to remove ally soil, s<and, .inud; ., aavel or othersubstances. from the road. 7. The Owner shall provide; the Glenrn..ore Community Alss€Jciation. with written weekly updates ofanticipated c oristruc;tion activity for the Lrpc:.oniffig week. r RIN"qq g{ p ;vim y q q �+ y,� g q{� _ Ais1 NIA.:V7.�-LA3c'L E:LH-t°i.J _ sjs By. t Andre�y 1.1pninti, Manager 39U3ia19_ t.liC.`C ,:..:::-:.........::.,.:,:::. Alain: Franklin PE, LL( 610 46d she Nall ciigint eriog 427 rfuibvey Lare rion,; VA 22932 alan�a€a attarrFli�gs,�rrE t"t Lu ❑ Lu Ld Eu �+ 'a L1.1 E Li. I~- F--- [jai G 0 U <UL m t C- UL> 0 Lj z }�� 0. >D+�p�. U) Z 0 0 L�- SCALE-- uI o 1 tr A •' , XS ORfixWN UY: AG REVISIONS: I. 71:.Ci-f t) CtAiti4t: L 'J', CCM ' N G `E t,4... I Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �P\_T H OF GI - Alan G. Franklin Lic. No. 35326 W 0 07-06-22 Z . �i5' C9 S/� AL E� ..N - KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET GAYw1 101�, OF 76 APPROX. AREA =149.1 SQ. FT, PLATE MAKE UP: I @9S,2@8S TOTAL = 25 S NOTES: I 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES,Nd R17`-10 eC.. 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S W INCHES, B ri il BRIDGECOR SINGLE RADIUS ARCH RIVANNA VILLAGE - TERRAPIN TRACE KESWICK, VA MODULAR BLOCK HEADWALLS (BY OTHERS) „ .. ....... .... E ................:::................. -................. -................ .-.................�7'•0" HEIGHT OF CURVED ANGLES BRIDGECOR SINGLE RADIUS ARCH 28'-1V' SPAN x T-5" RiSE 7 GAGE, HOT -DIP GALVANIZED TOP OF FOOTING - I : ELEV. _ 356,00 CONCRETE FOOTINGS (SEE CBC REPORT 22245D-2-0319-05, REV.3 DATED 11/16(20) 570093-INDEX PACE NUMBER PACE TITLE 1 COVER SHEET 2 PLAN VIEWI5ECTION 3 ELEVATIONS 4 SPECIFICATIONS 5 PLATE LAYOUT 6 MOVEMENT CONTROL HOOK PLACEMENT VERTICAL SETTLEMENT JOINT. LOCATED AT THE TRANSITION FROM THE FOOTING TO THE LEVELING PAD. MODULAR BLOCK HEADWALL/ INGW W RLL BY OTHERS 'ONE FULL BLOCK LENGTH MIN, AND EXTEND TO THE OUTSIDE EDGE OF FOOTING PRE-570093-010-13CORSRA-CON-Cl REVA CONTECH PROJECT ID A 570093 31 1 CONTECH BRIDGECOR LLj I r^ t vJ 5" LEG OF I C� 5"x3 1/2"x1/2" ANGLE REINFORCED CONCRETE LEVELING PAD ARCH FOOTING _-_ MODULAR BLOCK HEADWALL DETAILS SCALE = N.T.S. ` AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS a THE FSTRUCTURE T : a TOP OF FOOTING - ELEV. 358,00 . ACHIEVE AN ADEQUATE HEADWALL WIDTH, MAINTAIN THE SETTLEMENT JOINT AT THE FOOTING / LEVELING PAD INTERSECTION. COMBINE THE ABOVE WITH A WINGWALL INTERSECTION AS REQUIRED. NOTE: ,tea OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION. SEE PLAN VIEW. SELECT GRANULAR tt+ BACKFILL MATERIAL 1 �.. MODULAR BLOCK HEADWALLS (BY OTHERS) ELEVATION VIEW _, i Ya, SCALE -1,5Q -- - VARIES �fi2 MIN lt4 573112"XII'V ANGLE - f ,;�Z t,, e 3/4" BOLT -16" O.C.d GEOTEXTILE ATTACHED WITH CONSTRUCTION ADHESIVE LOW SHRINK PORTLAND CEMENT Briodgec'Approval Date a�. Data a RECOMMENDED HEADWALL DETAILS GROUT 1800 PSI MIN. COMPRESSIVE Daajrpkut STRENGTH TO FILL AREA SHOWN. y MTH 3/1$/19 1 7(2Zt19 JBE REV,1 2 7122119 B REV,I REFERENCE WALL DESIGN BY OTHERS FOR SPECIFIC INFORMATION INSIDE BRIDGECOR project No. Rev. L.'5"' .. ... ............- -----E- V_-.......------------ t 3 �5r29f20 BE REV.3 CSC-22245-2 4 Ettgineer8 [I1u17126DH REVA FOR APPROVAL Ttroa,a Jn&`d awim"smi<WV:n cn:to ckaielxi a W4"im ss ox.wemow ,fact rm,a ,grcx and wreracbx by Yf2OJEC,i NQ.: sEQ. NO.: tXtrE: Ca. N�uroaY S� �au�r NnkNa��,rt.» alr� BRIDGECOR SINGLE RADIUS ARCH 570093 010 3/18/2019 112, Yin wr, ymt�ad,�x��«sue 4 5/2812020 REVISED NOTES SHEET 4MJa RGE C aexh`b,ddt:rnY :rennet w4tl:wttna lXantFxt L.na�t or T H osslcNEa: CRAM unsar.F:uuvmttnydlsdww "f d;d w:rati..r+[zA r,M ( It er adNardyAw s�rs'atvywr nAtre 3 ?J1g/2Q20 GENERAL REVISIONS PER EUR SCC ENGINEEi�ED SOLUTIONS LLC STRUCTURALPLATE Anew - 0 7P 7'-5" RISE XXX SCC YJ'h l:4a. r rrxt,'rscr..ss tsu ear spa scyWad &dann,san t,c„•Mnm 2 7/22/2019 REVV. HEIGHT OF COVER SCC www.CanteehEs.eom CONTECH RIVANNA VILLAGE - TERRAPIN TRACE aHE�rEa nevndvED: u,d:+a ,j s b—d r d,«aa c d<� au a a a«,ux,,,bx d 9025 Centre Pointe Dr„ suite 400, West Chester, OH 45065 MJO XXX ss;,taucchWedau:.axiwdn:xroa+sesmu:t•sdreporuw 1 711g1201g REV."uHAPFJLAYUUT Scc CONTRACT �j wr'uric,hnuixraW.itaro-acdvw6maf4.o6sco{p*Sunncio KESWIGK. VA �ttEEThC3.: ca roarroy h de hna bwwa rasa q currodte > L DATE REVISION DESCRIPTION BY 8Q0• }38-1122 513 645 70Q0 613 645 7g93 FAX DRAWING r 3 'F BRIDGECOR SINGLE RADIUS ARCH - (END VIEW) cENTEE CENTEI 28'-10" SPAN x T-6" RISE SCALE = 1:60 FLOW - TWO RING LAYOUT OUTSIDE VIEW SCALE = 1:60 BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x 7'-5" RISE 7 GAGE, HOT-131P GALVANIZED --------------------------- MODULAR BLOCK HEADWALLS (BY OTHERS) MODULAR BLOCK HEADWALLS (BY OTHERS) CONCRETE FOOTINGS (SEE CBC REPORT 22245D-2-Oa19 05; REVA DATED 1111640) FLOW 71'-6" (OUT TO OUT) 28'-10" SPAN BRIDGE PLAN SCALE = 1.150 BRIDGECOP SINGLE RADIUS ARCH 28'-10" SPAN x T-W RISE 7 GAGE, HOT -DIP GALVANIZED FLO ---------------------------- — 71'-6" (OUT TO OUT) BRIDGE PROFILE SCALE - 1:150 7'-5„ 1i� , r Approved Date Ray. Date By Cleseeyx_ } By MTH 3/18/19("'�rBC Prgect Fto. Rev, ...... . ---1- 7/2Z119 JBE REV.1..... 2 J26I2U DH i�EV.2 ... .�.._..iit CBC-22245 2 4 Engineers ...................... __..... 3 � 5i29f20 JBE1 REV.3 4 1111712o DH R> v,4 FOR APPROVAL Trs.a and i"t.,tnnumsivn�x„rw cTs, a aAded �`!' r ad xammc wvi kScbXtY C loch rn+aws[,vt act ik ¢LLC t'Lon dCn k NaimSrdtia dm s,g, a>< re�fi�e .v �r4a , nderw<a- REVISED NOTES SHEET 4 WO RG C a T E I/ BRIDGECOR SINGLE RADIUS ARCH FR4JECT No. 57009a 5E4N2 010 E}RTE: 3/18/2019 4 ol2gl2020 DESrGNED CWASYN: r�od9adM car panne .tlswr far aeror :fan .eca<sot 'A us P mtt pr dears " n" "a cutaa,+my,eafi,:a.ss,rv�r,:nc�sr,•Dr GENERALREVIStUNSPEREOR SCC ENiINEEEt£�? SC?I.EITIf�1NS LLC .cJi�iiElii.'X'i.A�.�N«/'i 1 [t P rE 2- 0 SPAN7- RISE XXX SCG S 211g/ZU2r3 sects use. ¢,by:Vuxoicsnwa ax as�aa«n �e m sa REV. HEIGHT OF COVER SCC www.ContachE$.com CONTECH RIVANNA VILLAGE -TERRAPIN TRADE 2 7i22J2019 CHECKED: ArMOVED; V & kry�As•,aduMaucafhld¢rat'eewsroax,:waaeai as e'a�,tAa,��aa.�,daba rvarksr t"ano«:de REV. SHAPULAYOUT SCC 1U25CemtrePointe Dr.,Suite 400. West Chester: OH45069 'CONTRACT MJO XXX 1 71u=ig aklEEr hsc2.: in r,xda,tt .ruswd wfy "c+ae.riva::n "t ffa dregs GxnxA ar<�aawd>rtrmdaa aa"ad�ma�.raasca'"Mkt*X SQ0-33$-1122 513645-1000 6136457991FAX DRAWINGKESWIGKr VA i•acow.ria �fauawus - A'sd� arxx DATE REVISIONDESCRIPTIONB( 2 as 6 NONWOVEN FILTER FABRIC TO BE PLACED BETWEEN THE SELECT BACKFILL AND ADJACENT EMBANKMENT FILL/NATIVE FOUNDATION SOIL AS UFTERM(NED NECESSARY TRENCH MINIMUM LIMITS OF COMPACTED SELECT EMBANKMENT BY PROJECT GEOTECHNICALENGINEER CONDITION GRANULAR STRUCTURAL BACKFILL CONDITION TO PREVENT SOIL MIGRATION (TYPICAL ALL SIDES). 3.0 ASSEMBLY AND INSTALLATION 10.0' BACKFILL WIDTH 10.0' BACKFILL WIDTH SEE NOTE #1 SEE NOTE #1 3.1 Boils and nuts shall conform to the requirements ofASTM A449. The single radius arch structure shall be assembled accordance with tlate la 1,0 STANDARDS AND DEFINITIONS d idthe p layout dr 'n y t caw, gs ................................................................................................ .................... provided Y o Manufacturer an per mo Manufacturers recommendations, ro ' b UT d a 11.1 STANDARDS -AEI standards refer to the current ASThUAASHTO edfdan Bolts shall be lightened using an applied torque of between 150 and 250 ft: Ibs, 4.5' MIN. COVER LEVEL ............. .............. - __ ....................................................- J unless otherwise noted. ....... --------------------------------------------------------- TRENCHa - x 3.Z The sin fa radius arch slrucWre shall be It � lallad In arc r h tfteplans w w 1,1.1 ASTM A761 "Cfxnegetsd Steel Structural Plate, Zinn Coated far 9 is o danv t and 'NALL .............................--------------.........---------. i _ U - Ffe(d•t3alted Pips. Pipe•Arches and Arches° project specifications. the Manufacturer`s recommendations, and AASHTO Standard 2.5 MIN. COVER """""""" """ 4� S ec(f catlon for HighwayBr es - Section 26 Division If - Constructk3vAA5HTa SEE NOTE #5 a4 (ARSHTO Destgnadan M 167), p- Bridges ..... ........................................................................ LRFD Bridge Construction Specifications Section 25. J a ..................................................................:i: ...... ......................... -................................... U u 1.1.2 AASHTO Standard Specification for Highway Bridges Section 12 3 r;................................ ' t........................._....._ I Division i - DesEgn, AASHTO LRFD Bridge Design Specifications 3. Trench excavation shall be made in embankment material that is structurally LL ------------------------------------------------ ---- ............................... adequate. R1s trenchwidth shalt be shown on the tans. P quality n situ u S n ShE Edition; 17 rTdV q p Q Y BRIDGECOR p to echo 12. t don.,.0 a DOrModrfrcarans 8" LIFTS em a ri Material must be removed and replaced with suitable tr ckfll directed - I3 nkmer Berl , vs re a v s a r i a s SINGLE r to 1 1 s b tins loser, ...................RADIUS ..........t -D 3 Standard for Y Eng AASHTO Stands fion fo ..................... ...................... 1.G_ ill 0rvisron II Construction AA5HTO EJ2FD Bnd . Constructor NATURAL ........--.......-. ARCH ....8" LOOSE LIFTS a tUj Specifications -section 2fi. ASTM A807, Standard Praedee far 3.4 Bedding preparation is critical to both structure performance and service life, Ba n ..... ..................... ..................._....................................... Tire bed should be constructed to uniform t€ is acid rade to - void distortior t laUNDI T ABED InslalGn Corfu fed Steel Structural Pate PI e: All matsnab anda rs hatnSU """' 9 p create undesirable stresses in the structure and/or ra ,deferiaration of the ruadwa Y EMBANKMENT ..._............. .................................................----------------------._..-------------; constructon shall be in accrordance with VOOT Road and Bridge rapid y r The bed should be fee of rack formattons protruding stories, a lumps, Speo,ficalrons datec12020. , pr g ones, fr zsn u ps, roots, ..............................................................................._ t .............................. ....... ----- arxi other foro,gn matter chat may cause unequal settlement. t.2 DEFINITIONS 3.6 The structure shall be assembled in accordance with the Manufacturers instructions. REINFORCED CONCRETE 1.2.1 Owner - In these specificaflona the word "Owner° shall mean All plates aiiall be unloaded and handled with reasonab€e care. Plates shall not be FOOTING VDOT. rolled or dragged over gravel rock and shall be prevented from striking rock or other SPAN hard oojacts during placement in trench or on bedding. GENERAL EMBANKMENT FILL MID NATIVE 1,2.2 Engineer -In these specifications the word "Engineer' shalt GENERAL EMBANKMENT 501L (BY T FILL OTHERS)TO BE AS PER SECTION mean the Engineer of Record or Owner's designated engineering 3.6 The structure shalt be backfllted using clean well graded granular material. FOUNDATION S ENGINEER'S RECOMMENDATIONSSPEfepreaeotative. Baclffill must W placed symmetrically on each side of the structure in 8 inch AND PROJECT REQUIREMENTS (TYPICAL ALL SIDES). loose Ififs. Each lift shall be compacted to the specfied density, 1.Z.3 Manufacturer - In tirese specifications the word "Manufacturer" ADDITIONAL SELECT GRANULAR STRUCTURAL BACKFILL NOTES: shall mean CONTECH ENGINEERED SOLUTIONS 8U4-2W-4655 3.7 If temporary construction vefitcles are required to cross the structure, it is the NATHAN SAUER. Contractors respans b(lity to caritas` the Engineer to determine the amount of r� SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY FACTORS IN additional minimum cover necasaary to handle the specific fording condition. LEI OBTAINING MAXIMUM STRENGTH AND STABILITY. 12A Contractor- In these specificat€ens the word 'Contractor' shall mean the firm or corporation undertaking tha execution of any Normal highway traffic is not allowed to mess the structure unfit the structurs has INITIAL LIFTS OVER THE CROWN OF STRUCTURE AS INDICATED THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN MATERIAL €ostaitadon work under the terms of these specifications, baan baekfrlled and paved. If the road Is unpaved, cover allowance to accommodate BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS, BACKFILL MATERIAL SHOULD rutting shalt be as directed by the Engineer. F771WITH HAND OPERATED EQUIPMENT OR WITH LIGHTWEIGHT BE WELL GRADED GRANULAR MATERIAL THAT MEETS -THE REQUIREMENTS OF THE PROJECT 1.2.5 Approved - In these specifications the word 'approved" shall eTRACTOR D•4 OR LIGHTER SPECIFIC ANALYSIS NOTED BELOW. REFERENCE THE STRUCTURAL PLATE BACKFILL GROUP cols( to the approval of the Engineer or his designated 3.8 If a metal headwall andlor wingwa€I system is specified, the select granular structural ( i EQUIPMENT. CLASSIFICATION TABLE ON THIS SHEET. BACKFILL MUST BE PLACED SYMMETRICALLY ON EACH representative. backfill limits shall extend past the deadman anchor system. Contact the Engineer NOTES: SIDE OF THE STRUCTURE IN 8" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF if stiff material or rock is encountered where the wingwalls and deadman are to be d. - 1,2.6 As Directed - In these s ciffcahans the words "as directed" 55,4 DENSITYPER VTf+1 f, Installed. Ps 1, MINIMUM SELECT GRANULAR STRUCTURAL. BACKFILL WIDTH IS BASED ON shall refer to the directions to the Contractor from the Owner AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12 ANDiOR THE A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE NEED FOR A or his designated representative, RESULTS OF THE PROJECT SPECIFIC FINITE ELEMENT ANALYSIS. WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. IF THE PROPOSED BACKFILL IS NOTA WELL GRADED GRANULAR MATERIAL, A NON -WOVEN GEOTEXTILE FILTER 2.0 GENERAL CONDITIONS 2. ALL SELECT GRANULAR STRUCTURAL BACKFILL TO BE PLACED IN A FABRIC SHALL BE: PLACED BETWEEN THE SELECT BACKFILL AND THE IN SITU MATERIAL, IN BALANCED FASHION IN THIN LIFTS (8" LOOSE TYPICALLY) AND COMPACTED ACCORDANCE WITH R & S SPEC 245.03. 2.1 Any installation provided herein shall be endorsed by the Engineer; TO a5 PERCENT DENSITY PER VTM-1. discrepancies herein are governed by the Engineer's plans and DURING BACKFILL, ONLY LIGHTWEIGHT TRACKED VEHICLES (04 OR LIGHTER) SHOULD BE NEAR specifications. 3. MONITORING OF THE SINGLE RADIUS ARCH STRUCTURE BY THE THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE FINISHED GRADE. THE CONTRACTOR OR THEIR DESIGNATED REPRESENTATIVE IS REQUIRED ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE 2.2 The Contractor shall furnish all tabor, material and equipment and DURING THE SACKFIt , ING PROCESS. THE METHOD, FREQUENCY AND INCREASED TO HANDLE TEMPORARY CONSTRUCTION VEHICLE LOADS (HEAVIER THAN 0-4). perform all work and services except those set out and furnished by the DURATION SHALL BE DETERMINED BASED ON THE SiZE AND SHAPE OF THE Owner, necessary to complete in a satisfactory manner the site STRUCTURE preparation, excavation, filling, compaction, grading as shown on the Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded part€cles should not plans and as described therein, This work shall consist of aft mobilization clearing and grading, 4, PREVENT DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION be tr:ssd g g ng, grubbing, stripping, removal of existing material Oil,• METHODS AND EQUIPMENT, unless otherwise stated, preparation of the tend to be filled, Nling of the ` tie j. try r land, spreading and compaction of the fill, and all subsidiary work 1,t'�yyy S. PLACE SELECT GRANULAR STRUCTURAL BACKFILL IN RADIAL LIFTS AT necessary to complete the grading of the out and tilt areas to conform APPROXIMATELY 75% OF THE RISE OF THE SINGLE RADIUS ARCH with the Imes, grades, slopes, and spec €firrdons, Tints work is to bs 4 �' 1 � � j( STRUCTURE. accomplished under the observation of the Owner or his designated Y r ' kv r tl t :. % t representative. i1 ; 0. BECAUSE OF THE FLEXING AND VIBRATION OF THE CROWN PLATES, THE FULL t t . COMPACTION DENSITY LEVELS OFTEN CAN NOT BE ACHIEVED IN THE FIRST 2.3 Prior to bidding Ehe wont, the Corttractvr shalE exam m, investigate and f • "r SEVERAL INCHES OF FILL OVER THE CROWN, fnspdct the conatrucdon site as to the naturo and location of the work, and the general and local conditions at the construction site, including �' ) 7, CONTECH ACKNOWLEDGES THAT A WATERLEDIE &SLEEVE WILL BE PLACED without limitation, the chancier of surface or subsurface conditions and YtI ^'v ' obstacles to be encountered on and around the construction site and ny ' WfrHfN THE BACKFILL ZONE PER PROJECT PLAN SHEET 44 NOTES AND •� h .�t•`.`J DETAILS. CONCERNS FOR THE LOADING AND POSSIBLE SETTLEMENT' OF THE shall make such additional Investigation as he may deem necessary tar WO, tEtgs tr S� ' t� the planning and proper execution of tins work- '�u Oi+ Ash j� LINE AND SLEEVE ARE THE RESPONSIBILITY OF OTHERS THAN CONTECH. a.a , BASED ON A PROJECT SPECIFIC ANALYSIS GAGE TO BE T If condl8ons other than those €ndicated are discovered by tits Contractor, 'gib 4,. •Wvr" BACKFILL MATERIAL TO BE VOOT 21A OR 21B COMPACTED TO 95 % the Owner shall be notified immediately. The material wNclt the PER VTM 1 Can€factor believes to be a changed ccvxtidon shall not be disturbed so IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, That true owner can investigate the condition. CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. 2.4 The construction shall be performed under the direction of the Engineer. Approval Dafg i1W Dafe ay ❑aacnpticn By ""'............" 2.5 All aspocls of the structure design and site layout including foundations, MTH I 3/18/19 1 712Z119 BE REVAbackflil, and ftaairnents and nacossary scour consideration shall be IL Z J26taU DH REV_2----------.-_.......... peffoirried by the Engineer. project No. Rev. 3 �5/29l2U BE REV.3 .�`�`';t= '� CBC-22245-2 4 Ettgirteers �t 11IV2o DH REVA &��� FOR APPROVAL Tha::wyn and infixnw"xt sr;cw"n"n tr0 clawrx/a Welded PRQJEC W.: i;UQN0: d,4rE: sea nmmsxtd.i;u �vaxand a"etNsCOINOTECK try BRIDGECOR SINGLE RADIUS ARCH 570093 010 a/1$/2019 Cutaar Esyr;osrwf SduUtas LLC t`r.,m,den k N •aror iris as V�xJ,r°xanrr°rre .w,—yGa,aea rsr"ok:cadw 4 6/28/2020 REVISED NOTES SHEET 4 WO RG r:+cdwa ,anvM »,tiro ee,kx..nYwnrra+mior �i► 1 Pt / DESIGNED; lxrAwht; u:x rya am«, rMd7-wy EN tINEEitED S�?LIiiIUNS LLC 8 �+ .r r +ilia a>ar v 3 ?J19/ZU2U GENERAL REVISIONS PER EUR SCC $i �it`:iri:{C�AI» i�N./l1i 2V - JP 7-5" R SE XXX SCC 9L^JS use. 2 V22/2019 REV. HEIGHT OF COVER SCC www.ContachES.com RIVANNA VILLAGE -TERRAPIN TRACE CHEMD: APPROVED: It asrarnuxtot tuwcart 4tx wppXcd krtunnilun cpn wMm CONTECH �nd+arAr°srs�:er xca<Iw#�dnx,ww,"y"<arr�,,,�r«d 9tYZ5 Centre Pointe Dr.. Suite 41i0, West Chester, OH 45069 � / MJO XXX as Eu ,wr[c ;xad,ua.as. i+aae aurcpv as ,m,st.e arariod 1 W1312019 REV. SHAPFJLAYOUT SCC CONTRACT KEr�WIGK VA i"�ave nawsrSWxyba ra�.exvr:xi",dn agn.1."rcwar atIEEFNp.: u. v-ata�rt r��caa a'� n:nsafn7.xcca:1_%4" LfARFC DATE REVISION DESCRIPTION B`( SQO-338-1122 513-645-70W 513-645-7993FAX DRAWING r 4, REFERENCE MOST CURRENT BRIDGECOR CONSTRUCTION/SHOP DRAWING PROVIDED BY CONECH ENGINEERED SOLUTIONS, LLC, EXECUTIVE SUMMARY OF GEOTECHNICAL EXPLORATION RIVANNA VILLAGE — PHASE 2 BY VIOLA ENGINEERING, 07-25-2018, UPDATED BRIDGE AND RETAINING WALL DESIGN PARAMETER RIVANNA VILLAGE —PHASE 2 BY VIOLA ENGINEERING, 04-23-2021, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE — PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, REV. 07-16-211 AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-01-2020. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF' C� 'Q O,. n� Alan G. Franklin Elf % Lic. No. 35326 W 10 07-06-22 t44, NAB KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 ►Ian Franklin PE, LLC LLI1HIL/\ SCALE; N.T.S. ALL COMPONENTS MUST BE ASSEMBLED IN THE SAME ORIENTATION AS SHOWN IN THIS DETAIL. PAY CLOSE ATTENTION TO MARK NUMBERS ON THE COMPONENTS.' LEGEND 0 2 PLATE LAP SEAMS -1Y2 LONG BOLT A 3-PLATE SEAM - 2" LONG BOLT MATERIAL 7 GAGE HOT -DIP GALVANIZED 5"x3 X'Wp" ANGI Mk. , F 5N3 &XY2' ANG€ Mk. I APPROX. AREA =149.1 Sa. FT. PLATE MAKE UP:1 @ 9 S, 2 @ 8 S TOTAL = 25 S NOTES: 5"x3.yZWg" ANGI 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. Mk. � 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. BRIDGECOR SINGLE RADIUS ARCH - (END VIEW) 28'-10" SPAN x 7!_6!! RISE SCALE = 1:60 A�our I ..... oaw....... ............. ray MTH 3/13/1 J ��BC Prgecd Nn. Rsv. C13C-22245-2 4 Ettneer» M. 4 mnaEwd»a�ym1n.wr i<,Fa pw rmmr wtj s K s ii* oirisaGbm asv "I ,x n an 4 ___ 6128/2020 ....... REVISED NOTES - SHEET 4 MJO .......... ._..___ ...... 3 2110t C0 CENERA€. REVIS'lONS PER FOR 2 712212019 REV. HEIGHT OF COVER Yo dr ,y h,�wa, nid.uuK4rtd m�"rmaaisu uvfr:a _. _.. _ _.._ k e * dx '1=11 s, Conr�l hro vr%.a ah'ks ra mdxa.,n ssig. 1 7118/2019 REV. SHAPEILAYOUr ea.eiu no -�e,xYar�csks�s� .tr irslasrg,mwmFMau hiN�Y, GATE REVISION DE8CR1PTIC BRIDGECOR OUTSIDE CREST " { USE 3/4" x W LONG M.P. BOLT AT i I MOVEMENT CONTROL HOOKS AT EVERY T THIRD SEAM (SEE PLATE LAYOUT FOR LOCATIONS) �n 1 "O O.D. I-w « I MOVEMENT CONTROL HOOK. MOVEMENT CONTROL HOOK DETAIL SCALE: N.T.S. �'V NLTH at A' r+�r. r v: MOVEMENT CONTROL HOOKS (aTY.OF 1s) 5"x3&4/2� ANGLE Mk. AE 5"x3 Y2'x%" ANGLE Mk. A5 5"x3 Y2" xYj" ANGLE Mk, A4 BRIDGECOR SINGLE RADIUS ARCH - (OUTSIDE VIEW) .. Dus,..--.-..-.. REVS _ 28'-10" SPAN x 7'=5" RISE REV.3 SCALE = 1.100 rtEu.4 .... ... Vr FOR APPROVAL KOJECTNa:: ,3Et1. Nd.: tSAtE: r `` I' TECH' BRIDGECOR SINGLE RADIUS ARCH 5700`33 €i10 3/1812019 RG06INTECH ,rN, Y t !! ! !! DE31 NEO: MAMIE STRUCTURAL PLATE 28 -10 SPAN X 7 -5 RISE xxx SCC �ei� �i���d GHEF.KED: .SPPF�O�tEO: s�� www.ContachLg.com CONTECH RIVANNA VILLAGE - TERRAPIN TRACE _ MJO XxX SCC 9fi25 Ct1tf5 Pdmte C3r.; 3utt� 400, 'N%k CMstar, bEi 46069 Ct�NTI7AOT v.. ... � SHEETNO.; qV 300-338-IM 513-645-7000 513-045-79WPAX DRAWING KESWIC , VA �y of �y REFERENCE MOST CURRENT BRIDGECOR CONSTRUCTION/SHOP DRAWING PROVIDED BY CONECH ENGINEERED SOLUTIONS, LLC, EXECUTIVE SUMMARY OF GEOTECHNICAL EXPLORATION RIVANNA VILLAGE - PHASE 2 BY VIOLA ENGINEERING, 07-25-2018, UPDATED BRIDGE AND RETAINING WALL DESIGN PARAMETER RIVANNA VILLAGE -PHASE 2 BY VIOLA ENGINEERING, 04-23-2021, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE - PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, REV. 07-16-21, AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-01-2020. Compacted RPM ill Undercut Below Concrete Leve.ling Pad Detail For Wall E Only Sta. 42 to Sta. 85.5 Rivanna Village - Phase 2 Albemarle County; Virginia G1KGF-C) &EV I'tGH 5956 Bucklond Mill Road Roanoke.. Virginia 24019 Phone (540) 366- 2379 Project No. , RW=2212 12" WIDE x 4" DEEP KEYSLOT WITH 4,000 PSI NON—METALLIC, NON —SHRINK GROUT AFTER ARCH INSTALLATION TOP OF FOOTING J45 BENT OARS 171 rt �rlk nr1 0 6" ox.-\ ..__..._........_ --------------- 3� i INSIDE OF 2.8'-10" SPAN x 7'-5" RISE BRIDGECOR ARCH (BY CONTECH) —10" RISE 4- 1 I J f5 BENT SANS ...................... .n (18)J5 BARS SPACED AS SHOWN (r1ONTINUOUS TlraoUGH 6 fAf2S d. ENTIRE LENOW Or f'001ING) NOTE- 1.) CONCRETE SHALL BE Vc 4,000 psi. 2.) ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. 3.) FOOTING IS DESIGNED FOR A 6,750 psf MINIMUM FACTORED BEARING RESISTANCE WITH A SOIL FOOTING CONCRETE FRICTION FACTOR OF 0.35. THESE VALUES MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION BY GEOTECHNICAL ENGINEER. 4.) SCOUR IS NOT ADDRESSED HEREIN AND IS THE RESPONSIBILITY OF OTHERS THAN CBC ENGINEERS. 5.) FOOTING DIMENSIONS AND DETAILS SHOWN ARE BASED UPON HL-93 LIVE LOANING. 7 COVER HEIGHT OVER THE CROWN OF THE STRUCTURE. (2.5' MIN. SELECT BACKFILL 0 145 pcf WITH REMAINING FILL 0 125 pcf) 7.) FOR CONCRETE SPECIFICATIONS SEE CB0 REPORT 22245D-2-0319-05 REV.3 DATED 11/16/20 SECTION II SPECIFICATIONS AND SUB SECTION II — CONCRETE. TYPICAL FOOTINGDETAIL PROJECT NO. CONTECH ENGINEERED SOLUTIONS, LLC CBC-22245-2 SCALE DESIGN OF CONCRETE SPREAD FOOTING FOUNDATIONS none FOR A 28'-10" SPAN x 7'-5" RISE, BRIDGECOR ARCH, TERRAPIN TRACE. FIGURE NO. RIVANNA VILLAGE, ALBEMARLE COUNTY, VIRGINIA SPAN— ... 3'-0" 3. Ju p a4RS 0 6� O.C. " � s" o.c. 4 28•�-2" WORKING POINT SPAN 28`� 10" Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 0 H OF' a 7. Alan G. Franklin � Lic. No. 35326 10 07-06-22 4Q, LO NAB KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 -FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 76 BRIDGECOR SINGLE RADIUS ARCH RIVANNA VILLAGE - LAZY BRANk-...*H KESWICK, VA ti:f+4 r^�• 4F, ;e1X Apprcrvzd i Qata Ray. ay MTH ( 3/18/1 a r 1 _ Dart( 2126120 gY DH wlaivli F REV.1' € 5129120 11118�/20 JE DH REV.2 2 Project No, ........................... ? RBv, �_3 CBC222451 3 Engineers((f - _ ...... _.... - - .. _....> _._ _..... _._ . ----- _€ ---------------: .l MODULAR BLOCK HEADWALLS BY OTHERS) ) T-11' HEIGHT OF I 5"x3 �z"xYx" CURVED ANGLES BRIDGECOR SINGLE RADIUS ARCH 2V-10" SPAN x 7'-V' RISE 7 GAGE, HOT -DIP GALVANIZED I Z.ELEV.=348.50 OF FOOTING - CONCRETE FOOTINGS (DESIGN COVERED SEPERATELY 222450-1-0319-05, REV.2 DATED 11116120) ELEVATION VIEW SCALE = 1:50 570093-INDEX PAGE NUMBER PAGE TITLE 1 COVER SHEET 2 PLAN VIEW/SECTION 3 ELEVATIONS 4 SPECIFICATIONS ................... 5 PLATE LAYOUT 6 MOVEMENT CONTROL HOOK PLACEMENT VERTICAL SETTLEMENT JOINT. LOCATED AT THE TRANSITION FROM THE FOOTING TO THE LEVELING PAL). MODULAR BLOCK HEADWALL / WINGWALL (BY OTHERS) * ONE FULL BLOCK LENGTF MIN- AND EXTEND TO THE OUTSIDE EDGE OF FOOTING PRE-570093-020-13CORSRA-CON-81 REV,3 CONTECH PROJECT ID # 570093 RRCH FOOTING „lw,�r r" MODULAR BLOCK HEADWALL DETAILS SCALE = N.T.S. * AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS OF THE STRUCTURE TO:. ACHIEVE AN ADEQUATE HEADWALL WIDTH. MAINTAIN THE SETTLEMENT JOINT AT THE FOOTING / LEVELING PAD INTERSECTION, COMBINE THE ABOVE WITH A WINGWALL INTERSECTION AS REQUIRED, NOTE: OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION. SEE PLAN VIEW, MODULAR BLOCK HEADWALLS i T (BY OTHERS) X i VARIES � 12 MIN 5'X31/2"X1/2"ANGLE 314" BOLT - 16" O.C. tllr.. CONSTRUCTION ATTACHED LOW SHRINK PORTLAND CEMENT ` WITH CONSTRUCTION ADHESIVE GROUT 1800 PSI MIN. COMPRESSIVE I AppCGYOd ,Date ; Rev.i Date BY�r=e RECOMMENDED HEADWALL DETAILS STRENGTH TO FILL AREA SHOWN. ( By MTH 3/18119 1 i 2126/20 DH REV,1 __._.__._..._........... ............_....._............ INSIDE BRIDGECOR I2 15/29120 JE REV,2 REFERENCE WALL DESIGN OTHERS FOR SPECIFIC INFORMATION Prefect No. Rev. r- 3 )11f16120 DH. - REV _3_..._________ �i _ CB 222451 3 C l Eli FOR APPROVAL _ _ � i PRE-570093 020 8CC)RSRA-CON-B1 REV.3 fit a-isa aM ra.st t .un ad+ad +l µxie.0 PROJECTt;o.: SEO-Nw DATE: a x>:c mU t*A•�-,. "+r whs of wn;r sx by HiW �� EpnaaadstYa4 G s,y. �, �:a I//--UVWs BRIDGECOR SINGLE RADIUS ARCH 570093 020 3/18/2019 DE r NEQ: 'fitti:. S G G)FG4 Genf i FPitass uccmfPl rs�.a 9r b,a users con rHF:al,d r " r rt 23 W1'..0 SP.... _ - 7 -5 S ae, yrmslrs.u'Yrar>�7 r monaH.rru ((1[(��E�p tsa�[rj�j i,g(" STRUCTURAL PLATE AN � RISE XXX SCC 2 5/2V2020 REVISED NOTES - SHEET 4 MJO RG www.GontechES.com CKCKED: APROVD: 9025C8 trePoanteDC., Suite 4ED, 'Nest Chester, OH 45Jt9 CONTECH RIVANNA VILLAGE - LAZY BRANCH MJa XXX t 2/1920 GENERAL REVISIONS PER FOR SCC CONTRACT f� C� ,rt. � ! ^atiEET tIO.: a a�n3E SY �e see„�a.n ,, ny o a00-33a-1122 613-646-7000 513-345-7993 FAX DRAWING KESWICK, V A acuuanvar.a,as z, b"r*ar hV1RK DATE REVISION DESCRIPTION BY 3 6 TOP OF FOOTING - ELEV. =348.50 LEVELING PAD SELECT GRANULAR BACKFILL MATERIAL APPROX. AREA =149.1 SQ. FT, PLATE MAKE UP: 1@ 9 S, 10 8 S TOTAL = 25 S NOTES: 1) MEASUREMENTS ARE. TO THE INSIDE CRESTS OF THE CORRUGATIONS. 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. BRIDGECOR SINGLE RADIUS ARCH - (END VIEW) 26`-10rr SPAN x. 7'-5rr RISE SCALE --1:100 m fir F`FF, as RIT-10" CROW GENTFV FLOW TWO RING LAYOUT (OUTSIDE VIEW) SCALE W 1;60 CONCRETE FOOTINGS (DESIGN COVERED 3Ei ERATELY 22245D-1.0319.05, REV.2 DATED 11116120) MODULAR BLOCK HEADWALLS (BY OTHERS) MODULAR BLOCK HEADWALLS (BY OTHERS) BRIDGECOR SINGLE RADIUS ARCH 28'-10* SPAN Y 7'-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW 90'-3" (OUT TO OUT) 2W-10" BRIDGE PLAN SCALE - 1.150 BRIDGECOR, SINGLE RADIUS ARCH 2W-10a SPAN x 7'-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW --- 90'-3" (OUT TO OUT) BRIDGE PROFILE SCALE = 1:150 T-T Approved 1 Date IRi V. • Date By f+pCbn i gy MTH 3118f19 1 12126120 DH REV.1 I Project No, Rev. BC ---- CBC-22245-1 3 Er�girl6BCg 3 i_1116120D%i, REV.3 FOR APPROVAL PRE-570093-020-BCORSRA-CON 81 REV.3 tl,ed•v taml +Vccmet .s m,taasar ,v�raa,as.�i PROJECTNd.: SEO.Na- DATE: �, � Ytr a roue sa �eY ` ` BRIDGECOR SINGLE RADIUS ARCH 570093 020 311812019 mrn•,Nad �, `� TE Vi- J 4 C ach.Ero-furs lac adanauttaa w,ats Manbrwnand .... "- DESIGNED: DRAww: >4 •�nYl�tih. YOF r^aY�r ua.+9r nW,CMr ca da.rr�da �,Yrbrars .U,lY xoumo s >�c STRUCTURAL PLATE 26'-10" SPAN X T-5r' RISE XXX SCC s h a www.ConfachES.com CHEC(Wi APPROVED; au x o., nayw r�m�u,af t, 2 5128/202i5 REVISEDNOTES-SHEET4MJC3 RG CONTECH RIVANNA VILLAGE - LAZY BRANCH At t Hbaaadakscl u�maba�anaad MJO XXX y m a k avu e a ,"u i bs «zx•x d t 9025 Centre Pointe Or., Suite Otitis West Chester, ON 45f1163 m conamch trs;chan[g ax aa:awRa nr ago- �curya cu.UscY� 1 211912t)2fI GENERAL REVISIONS PER EGR SCC' CONTRACT StiEET No,: is w a'vanaw n«va uxme.., rxafr"wvr ARK DATE REVISION DESCRIPTION BY $tit' 112Z b13645.70tKi 513648-799$FAC t7fL�0ViNG KESWICK, VA 2 OF 6 NON -WOVEN FILTER FABRIC TO BE PLACED BETWEEN TRENCH MINIMUM LIMITS OF COMPACTED SELECT EMBANKMENT_ THE SELECT BACKF#LLAND ADJACENT EMBANKMENT CONDITION GRANULAR STRUCTURAL BACKFILL CONDITION FILLINATIVE FOUNDATION SOIL AS DETERMINED NECESSARY 3.0 ASSEMBLY AND INSTALLATION BY PROJECT GEOTECHNiCAL ENGINEER 10.0' BACKFILL WIDTH 1 . ' BACKFILL WIDTH 0 0 TO PREVENT SOIL MIGRATION (TYPICAL ALL SIDES). SEE NOTE #1 SEE NOTE #1 ) 3. i Bolls and nutsshall conform to the raquirotrants of ASTM A449. The single radius arch structure shall assembled i r be arse bed n accordance with the ate layout drawrn s 1.0 provided / e Manufacturer an per the Manufacturers recommendations. STANDARDS AND OEFfNET10NSg Ya b� fit d e 4.5' FILL ARTERIAL ABOVE 1. t ids refer to the current A3TMIAASHTO edition Bolts shall bog lightened using n pp torque, of between 150 and 250 ItAbs. 1 STANDARDS - All standards iti (i lit i a applied or ua Pr11N COVER LEV L -J unless otherwise noted. TRENCH »_ .... " w 1 1 1 Zinc Coated for 3.2 The aingle radius arch structure shall be installed In accordance with the plans and .: ASTM A761 "Corrugated Steel Structural Plate, WALL .. ... .. ....... v H Field -Bolted Pipe. Pipe -Arches and Arches' project spec fieatans, the Manufacturer's recommendations, and AASHTO Standard 2.5 MIN. COVER ¢ Specification for Highway Bridges - Section 26 Division It - Construction/AASHTO SEE NOTE #5 Q g {AASHTO Dasignadan fin-i67), SP D B sJ Y g ...........................................................n LRF g Construction Specifications Section 26 O Bridge S 1.1.2 AASHTO Standard 5 eciftaaton for Highway Br d es - Section 12 U p 9 Y 9 LU Divlsron € Design, AASHTO LRFD Badge Design Spec€fica€Ions 3.3 Trench excavation shalt be made in embankment nraterial (fiat Is structurally ............. ............ ........ .... ... ........ .. . •....... .. ................... LL -r Section 12. 8t1t Edition: 2017 and VDOT Modifications, adequate. The trench width shall be shown on the plans. Poor qualify in situ ^. BRIDGECOR 0 m $" LIFTS ¢ embankment mateaaf must be removed and replaced with suitably backfil€ as directed ......... SINGLE ................ ...................... ................. re u t y ha Engineer. H b € En iota RADIUS -d 1,1.3 Standard for 6 ................ ... to Division StCo�situctian Specification LRFD Bridge CanslrucGonn 2 h NATURAL ARCH 8" LOOSE LIFTS J U Specifications Section 26. ASTM A807, Standard PradiCe for 3.4 Bedding preparation is critical to both structure performance and service life. C The bed shold be constructed to uniformline and grade to avert distortions that mayUNDISTURBED lnstallingCorru9ated Sleet Structural P#ate Pi a. All materlaEs and EMBANKMENT k\......... ......... .............. construction shall be in accordance with VDOT Road and Bridge create undesirable stresses in the structure andlw rapid deterioration of the roadway: ..................... 1 Specifications dated 2020. The bed should be tree of rock formations, protruding stance, frozen lumps, recta, i.............................................................................�....... I............................................................................. and other foreign matter that may cause unequal settlement. 1.2 DEFINITIONS. 3.6 The structure shall be assembled in accordance with the Manufacturers instructions. REINFORCED CONCRETE ( 1.2.1 Owner - In these specifications the word "Owner' shalt mean AI# plates shalt he urdoaded and handled with reasonable care, Plates shall not be FOOTING VDOT, roiled yr dragged over gravel rock and shalt be prevented' from striking ruck or other SPAN hard objects during placement in trench or oft bedding. GENERAL EMBANKMENT FILL AND NATIVE 1.2.2 Engineer - In these specifcatons the word "Engineer" shaft FOUNDATION SOIL tBY OTHERS] TO BE AS PER SECTION mean the EntJ&heer of Record or Owners designated englneerfng 3.6 The sttucture, shall be baekfiiled using clean well graded granular material. GEOTECHNICAL ENGINEERS RECOMMENDATIONS representative. Backfill must be placed symmetrically on each side of the structure in 8 inch AND PROJECT REQUIREMENTS (TYPICAL. ALL SIDES). loose tiffs, Each lift shelf be compacted to the specified density. 1.2.3 Manufacturer - In these specifications the word "Manufacturer` ADDITIONAL SELECT GRANULAR STRUCTURAL BACKFILL NOTES: shall mean CONTECH ENGINEERED SOLUTIONS 604-292.4655 3.7 If temporary construction vahicies are required to cross the structure, it is the SELECT GRANULAR STRUCTURAL BACKFILL LIMITS, NATHAN SAUER. Contractor's responsibility to contact the Engineer to determine the amount of SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY FACTORS IN additional min&vum cover necessary to handle the specific loading condition, 1.2A Contractor - In theses specifications the word °Copt ac ' shall INITIAL LIFTS OVER THE CROWN OF STRUCTURE AS INDICATED OBTAINING MAXIMUM STRENGTH AND STABILITY. fir pee r far" BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY mean the firm or corporation undertaking the execution of any Normal highway tra€iir; is not allowed to cross the structure unfil the structure has WITH HAND OPERATED EQUIPMENT OR WITH LIGHTWEIGHT THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN MATERIAL installation work under the terms of these specifications. been backfilled and paved, if the road is unpaved, cover allowance to accommodate LL TRACTOR (D-4 OR LIGHTER) EQUIPMENT. THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS. BACKFILL MATERIAL SHOULD rutting shall be as directed by the Engineer. NOTES:BE WELL GRADED GRANULAR MATERIAL THAT MEETS THE REQUIREMENTv OF THE PROJECT 1.25 roved - In these specifications the word "a roved" shall AtxP l� RA refer t h approval f the Engineer h''designated P ANALYSISN ED O F H STRUCTURAL T I v the v ear to 3.$ If a metal headwall ariri/or win ro 11 system is specified, select r t nu€� r i ur 1 SPECIFIC NOTED BELOW. REFERENCE THE RUGTURAL PLATE BACKF LL GROUP ppg a ys �pae ,theJ a a s rue( a 1. MINIMUM SELECT GRANULAR STRUCTURAL BACKFILL WIDTH IS BASED ON CLASSIFICATION TABLE ON THIS SHEET. BACKFILL MUST BE PLACED SYMMETRICALLY ON EACH represeiifative. backfil€ limits shalt extend past the deadman anchor system, Contact the Engineer AASHTO LRFD BRIDGE DESIGN SPECIRCAT€ONS SECTION 12 AND/OR THE SIDE OF THE STRUCTURE IN 8' LOOSE LIFTS. EACH LIFT 15 TO BE COMPACTED TO A MINIMUM OF if stiff material or rack is encountered where the wingwalls and deadman are to be RESULTS OF THE PROJECT SPECIFIC FINITE ELEMENT ANALYSIS. 96% DENSITY PER VTM-1. 122 As Directed - In these specifications the words "as directed" €nstatad. shall refer to the directions to the Contractor from the Owner 2. ALL SELECT GRANULAR STRUCTURAL BACKFILL TO BE PLACED IN A A HIGH PERCENTAGE OF SILT OR FINE SAND IN fHE NATIVE SOILS SUGGESTS THE NEED FOR A or his designated representative. BALANCED FASHION IN THAN LIFTS (W LOOSE TYPICALLY) AND WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. IF THE PROPOSED COMPACTED TO 95 PERCENT DENSITY PER VTMA. BACKFILL IS NOT A W ELL GRADED GRANULAR MATERIAL, A NON -WOVEN GEOTEXTILE FILTER 2.0 GENERAL CONDITIONS FABRIC SHALL BE PLACED BETWEEN THE SELECT BACKMLL AND THE IN SITU MATERIAL, IN 3. MONITORING OF THE SINGE E RADIUS ARCH STRUCTURE BY THE ACCORDANCE WITH R 8 B SPEC, 245,03. 2A Any installation provided herein shall be endorsed by the Engineer, CONTRACTOR OR THEIR DESIGNATED REPRESENTATIVE IS REQUIRED discrepancies herein are governed by the Engineers plans and DURING THE BACKFILLING PROCESS. THE METHOD, FREQUENCY AND DURING BACKFILL, ONLY LIGHTWEIGHT TRACKED VEHICLES (D-4 OR LIGHTER) SHOULD BE NEAR specifications, DURATION SHALL BE DETERMINED BASED ON THE SIZE AND SHAPE OF THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE FINISHED GRADE. THE THE STRUCTURE. ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE 2.2 The Contractor shall furnish all labor, material and equipment and INCREASED TO HANDLE. TEMPORARY CONSTRUCTION VEHICLE LOADS (HEAVIER THAN D-4), perform all work and services except those set out and furnished by the 4. PREVENT DISTORTION OF SHAPE AS NECESSARY BY VARYING Owmr, necessary to complete In a satisfactory manner the site COMPACTION METHODS AND EQUIPMENT, preparation, excavation, filling, compaction, grading as shown on the Fino boach sands, windblown sands, sfratiin deposited sands, oic., exhibiting Gno, roundatl particles should not pans and as described €herein. This work shalt consist of all mobilization 5. PLACE SELECT GRANULAR STRUCTURAL BACKFILL IN RADIAL LiFrS AT be used. clearing and grading, grubbing, stripping, removal of existing material APPROXIMATELY 15% OF THE RISE OF THE SINGLE RADIUS ARCH unless otherwise stated, preparation of the land to be fled, filling of the STRUCTURE, land, spreading and compaction of the fill, and all subsidiary work necessary to complete the grading of the cut and fill areas to conform with the lines, r slopes, andspecifications.Th# w i t 6. BECAUSE OF THE FLEXING AND ViBRAT€ON OF THE CROWN PLATES, THE a es, grades, pea, a s work s o be FULL COMPACTION DENSITY LEVELS OFTEN CAN NOT BE ACHIEVED IN THE accomplished under the observation of the Owner or his designated 01 � d FIRST SEVERAL INCHES OF FILL OVER THE CROWN. representative. Al « . IT T. CONTECH ACKNOWLEDGES THAT A WATERLINE AND SLEEVE WILL BE 2.3 Prior to bidding the work, the Contractor shall examine, investigate and PLACED WITHIN THE BACKFILL ZONE PER PROJECT PLAN SHEET 47 NOTES inspect the construction site as to the nature and location of the work, j 1s .1 urn y and the Herat and focal conditions at the construction site including a AND DETAILS. CONCERNS FOR THE LORDING AND POSSIBLE SETTLEMENT 9a g R; „�= !�� t OF THE LINE AND SLEEVE ARE THE RESPONSIBILITY OF OTHERS `THAN without [Imitation, the character of surface oe subsurface conditic s and J t CONTECH, obstacles to be encountered on and around the construction site and shall make such additional investigation as he may deern necessary for / the planning and proper executor of the work, !t , J, ' BASED ON APROJECT SPECIFIC, ANALYSIS GAGE TO BE 7 , t � ..-�"' BACKFILL MATERIAL TO BE VDOT 21A OR 216 COMPACTED TO 95 °lo ter(;-'?lti�7o 3t R - If conditions other than these Indicated are discovered by the Contractor, 'itP VT 1 � 4 3 E M , the Owner shall be noWed immodiately. The material whfclh the }t Contractor believes to be a changed condition shall not be disturbed so IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, that the o vnar can Investigate the condition. CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. 2.4 The construction shall be erformed under the direction of the Engineer. p g T jOr r'st i �'tA Approved € Qate Rev.: Dn a uY Wsc ption 2,5 All aspects of the structure design and site layout including foundations, backfilf and treatments and necass scour consideration shalt be eY MTH 3118119 1 I2126/20 DH REVA performed by the Engineer, ' Project f�a i Rev 2 5/29/20 3 11/16120 �'Engineers JE DH -REV,2 ;�,I<..�,-. � RCBC 22245 1 3 1 FOR APPROVAL PRE-570093-020-BCORSIRA-CON-131 REV.3 -fi"S 'C-S 58nt1 firt%OMttul fir 'tttcrY tt•EWu' 3 'a'fit%it '*' "'� P a6 a5..(a b>tlxi. of bladi hGa dtarbXb G+fM�l 9 Y <-Lsrkns 6 e lad x t_G dew N. tsar uis via rye, .ram www � V / s PEiGUECT 61v.: SEC(. Nrr.; DATE: BRIDGECOR SINGLE RADIUS ARCH 570093 020 311812019 mocuke x, ,r menu wz7cvt,i,s,>Gr nze, 'rs.rkd CanlocFL raiuvw<oa tibx,s biV's w,x's avn risz and wci,waexGrazsh, 4'seLsamEl'es r",:,�r %#41110111INTECH y■,+e �l�V1l7GiG{GY .7V1.V fiViW l.ii.r i, STRUCTURAL PLATE r rt r rr DESIGNM.. DRAwc 26 -10 SPANC 7 W5 RISE xxx SCC r s was aoa b xe ,bw=a . h ,Y�a9aaa ;Gaas:rS.-Ienxai,c aracexns„vved "s uM «crt Par us sc a s t Fr, ya,t d RG wrww.ContechrS.com 9025 Centre Pointe [Jr.,Suite 4W, West Chester, Oki 4W69 CONTECH CONTRACT L G - LAL�! BRANCH CHECI<M: APPROVED: RIB /AN N VILLAGE RIVANNA V I L A i PvIJGl XXX. 2 512812020 REVISED NOTES - SHEET 4 MJO 1 2/1912020 GENERAL REVISIONS PER FOR �r c�xa+A .s z,yrw e-a w.. dee,auj�. uxu<h SCC 800.33ft-1122 513 645 706ff 513 F45-7993 FAX tSl AwiNG sHEETNO.:. KES V V ICKr V A MARK DATE REVISION DESCRIPTION BY 4 or 6 REFERENCE MOST CURRENT BRIDGECOR CONSTRUCTION/SHOP DRAWING PROVIDED BY CONECH ENGINEERED SOLUTIONS, LLC, EXECUTIVE SUMMARY OF GEOTECHNICAL EXPLORATION RIVANNA VILLAGE - PHASE 2 BY VIOLA ENGINEERING, 07-25-2018, UPDATED BRIDGE AND RETAINING WALL DESIGN PARAMETER RIVANNA VILLAGE -PHASE 2 BY VIOLA ENGINEERING, 04-23-2021, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE - PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, REV. 07-16-211 AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-01-2020. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P\_T H OF 1// Alan G. Franklin Lic. No. 35326 W 0 07-06-22 NAB KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET �' toIcZ OF 76 UtIAIL A SCALE: N.T.S. ALL COMPONENTS MUST BE ASSEMBLED IN THE SAME ORIENTATION AS SHOWN IN THIS DETAIL. PAY CLOSE ATTENTION TO MARK NUMBERS ON THE COMPONENTS. LEGEND 0 2 PLATE LAP 8EAM8 - iX,- LON(.-j BOLT ,& '—PLATE SEAM - 2- LONG BOLT 5"X3 Y2"XY2` ANGI Mk- 5 5'x3 Y�"XY2" ANGI Mk,) 6"x3 Y2'yY2` ANGI Mk, I MATERIAL 7 GAGE HOT -DIP GALVANIZED 1"01 BRIDGECOR OUTSIDE CREST USE 3/4'x 3' LONG M.P. BOLT AT MOVEMENT CONTROL HOOKS AT EVERY THIRE) SEAM (SEE PLATE LAYOUT FOR LOCATIONS) MOVEMENT CONTROL HOOK MOVEMENT CONTROL HOOK DETAIL Z MOVEMENT CONTPOL HOOKS Cal. (OTY. OF 21 SCALE: N.T.S. 5-x3Y;�Wi-ANGLE Mk. A3 5'x3Y2"xY?ANGLE Mk. A2 5"xaX'&2,'ANGLE Mk. Al BddqeCor BRIDGECOR SINGLE RADIUS ARCH - (OUTSIDE VIEW) ApprWvod 28'-10" SPAN x 7'-5" RISE Cato By MTH 3118/19 "6'20 DHI REVA I SCALE 1,100 2912'D 1E �RQI.,2 (ProjecktVo Rev. -- CBC- 22245-1 3 �� -E nREVS 3 FOR APPROVAL PRE-570093-020-BCORSRA-CON-Bl REV 13C PRGJ mt AVA 41 M&NMI" m m BRIDGECOR SINGLE RADIUS ARCH 570093 020 318i2019 CUNOTEC0110 W4 DESIGNED. DRAWN; kkft W—Wy f�, 9NOINEEgM SOWnONS LLC STRUCTURALPLATE 28'-10" SPAN X 7'-5" RISE Xxx sco OJECK—cf): API'MVED', us ��wk� k,�_ M CONTECH k.� 2 W2812020 REVISED NOTES -SHEET 4 MJO NG www.ContachES.com fiakt—d6.. -—A — — W25 Centre Pointe Or., Suite 400, West Ctiester, OH 46069 RIVANNA VILLAGE - LAZY BRANCH . .... . .. mio.. xxx & 1 211912020 GENERAL REVISIONS PER FOR $CC CONTRACT iw,= SHEETNO.� ---F- 800-338-1122 513-646-7000 513645-79�OFAX DRAWING KESWICK, VA DATE REVISION DESCRIPTION a7y 5 of 6 120 WIDE x 4" DEEP KEYSLOT WITH 4,000 PSI NON-METALLIC, NON -SHRINK GROUT AFTER ARCH INSTALLATION 5'- 1 " 4$-5" TOP OF FOOTING J5 BENT B4R5 ELEV. 348.50 0 6" O.C.-\ ,46 BARS @ 6' O.C. 3'-0" 1 J. 3" 11_01$ JN . . .... INSIDE OF 28'-10" SPAN x 7'-5" RISE BRIDGECOR ARCH (BY CONTECH) � 10 -1 7 7 .5 RISE F-3, 3' 4 ---,45 BENT BARS @ 6' O.C. 4" ` I \1 28'-2" WORKING POINT SPAN -28'-10" SPAN SHOWN I-4 "0) R ANAL)31�,'4AN FRANKLIN, PE EC04m INSTALLING LEAN NOTE: CONCRETE (2,000 PSI MIN.) BENEATH 1.) CONCRETE SHALL BE CC = 4,000 psi. THE BOTTOM OF FOOTING (ELEV. 345.50) 2.) ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. TO ELEV. 344.00 ON THE *LEFT SIDE(EAST) 3.) FOOTING IS DESIGNED FOR A 6,750 psf MINIMUM FACTORED BEARING RESISTANCE AND ELEV. 343.00 ON THE 'RIGHT SIDE(WES WITH A SOIL FOOTING CONCRETE FRICTION FACTOR OF 0.35. THESE VALUES MUST BE FIELD TO PROTECT FOOTING AGAINST SCOUR. VERIFIED PRIOR TO CONSTRUCTION BY GEOTECHNICAL ENGINEER. *LEFT SIDE LOOKING DOWNSTREAM 4.) SCOUR IS NOT ADDRESSED HEREIN AND IS THE RESPONSIBILITY OF OTHERS THAN CBC ENGINEERS, *RIGHT SIDE LOOKING DOWNSTREM 5.) FOOTING DIMENSIONS AND DETAILS SHOWN ARE BASED UPON HL-93 LIVE LOADING. 7 COVER HEIGHT OVER THE CROWN OF THE STRUCTURE. (2,V MIN. SELECT BACKFILL @ 145 pof WITH REMAINING FILL 0 125 pcf) 7.) FOR CONCRETE SPECIFICATIONS SEE CBC REPORT 22245D-1-0319-05 REV.2 DATED 11/16/20 SECTION 11 SPECIFICATIONS AND SUB SECTION 11 - CONCRETE. TYPICAL FOOTING DETAIL PROJECT NO. CONTECH ENGINEERED SOLUTIONS, LLC CBC-22245-1 CBC DESIGN OF CONCRETE SPREAD FOOTING FOUNDATIONS SCALE n-' no e Engineers FOR A 28'-10" SPAN x 7'-5" RISE, BRIDGECOR ARCH, LAZY BRANCH LANE FIGURE NO, RIVANNA VILLAGE, ALBEMARLE COUNTY, VIRGINIA (REV. 3) Connector ism 1811 5/8" setback II: 8 8 L 1--iU— CIRCEO: GEOTECH. Circoo 5.956. Bucklond. Mill Roc$ Gootechni.m.1 R c.. Bay. En Oanoke, Virginia 24019 gineering, Phone;� (540) 366-.23719 Scale: P= 250 FT Project No... R W, -.22 .7 Date: 10/27/20 Revision: 07/116/-211 Sheet .1 Of 22. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF etc c� Alan G. Franklin Lic. No. 35326 07-06-22 /�ONAB KEY ISSUED: 03-07-22 SCALE: NONE REVISIONS: 07/06/22 - PLANNER & PARKS COMM. 03/07/22 - FOR SITE PLAN APPROVAL 02/07/20 - COUNTY COMMENTS 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET Vu`�i` gl �(��a� OF76 mommom