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HomeMy WebLinkAboutSUB201900156 Plan - Revision Road Plan and Comps. 2020-05-01PHASE 2 ROAD PLANS ASSOCIATED BLOCK F G H WITH S U B2019-00156 2020 MAY APPROVALS PLANNING/ZONING ENGINEER BUILDING OFFICIAL 1, ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT SDP2018-31 VICINITY MAP: SCALE: 1 = 2,000' G F 2 (Keswick\ o 9 �✓ 616 P 685 ,�O `CSX� n E��ILL�R � DG� GN PRD GA4P, 6m % RED FOX.LN Fq�R< `_ miO 9 Shadwell sY °R TM:79 � J/TM:80 � 731 F . � /��� \ +- ROADMOORDR r /f F 732 T .Milton ��� T• �`IS7uEQ`gWRDi�i c i G 1 FFRNIII�1.2.. / � sos / L Z °� �`V � \ DOWN /-/y 50 o gRNs ` TM' 93�M/�jNG K/NR �� �G �O. �`� ���� _. �/ O TM: 94 -001-1 836 I . ON HILLS D 2000 Er 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-5 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— (--2.50% DEGREE / DIRECTION OF SLOPE SD— STORM LINE (EX. / PROP.) 479.70 + SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GV® GMO GAS VALVE / METER BM* BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG-2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG-6 VDOT STD. CURB & GUTTER PPl,7 POWER POLE CG-12 VDOT STD. HANDICAP RAMP LP� LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUYa, GUY WIRE RCP REINFORCED CONCRETE PIPE EMS ELECTRIC METER CMP CORRUGATED METAL PIPE T❑ TRANSFORMER PVC POLYVINYLCHLORIDIE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PIED UTILITY PEDESTAL FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED SWM / DWM o/n SINGLE / DOUBLE WATER METER TBT TO BE TRANSPLANTED GV p4 GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY SHEET INDEX SHEET2 NOTES SHEET 3 PRE -DEVELOPMENT CONDITIONS SHEET 4 PHASE 2 MASTER PLAN c+uF=FT 6 AMENITv o REGREATIGN SPAGE EX T 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 62 b4N198 C DRAINAGE AREA MAP SHEET 63 DRAINAGE CALCULATIONS SHEET 64-68 STORM DRAIN PROFILES APPROVED CTM PLAN SHEET 71 SHEET 72-75 BRIDGECOR ARCH BRIDGE DETAILS 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 T = N A L KEY ISSUED: 02-20-20 SCALE: REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET O�75 GENERAL NOTES: PROFFERS: PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS 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 RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS 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 THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF 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 PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL 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 OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE OWNER SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES. 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN 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 BEADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC 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 % INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND EXTEND CONDUITS PAST THE BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIMUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 46. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTION AS OUTLINED IN THE USBC. 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. 48. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 49. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 50. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPONE TANKS MAY BY PROHIBITED. 51. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. 52. ALL CONCRETE SHALL BE CLASS A3 OR CLASS AR IN ACCORDANCE WITH THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 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. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 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 SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. WAIVERS (ZMA 2013-00012) APPROVED BY BOS 07/09/14: 1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS 2. SECTION 4.11.1 -- COVERED PORCHES 3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES 4. SECTION 4.12.9 STREET AND ALLEY PARKING 5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013 REZONING AS BLOCK D. 6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D 7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D. 8. SECTION 4.15.5.3 -- ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. 9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. 10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS 11. SECTION 4.17.4(B) -- LIGHTING STANDARDS. 12. SECTION 14-233 - PRIVATE STREETS 13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS. 14. SECTION 14-422 -- SIDEWALKS AND PLANTING STRIPS 15. SECTION 4.16.2 -- MINIMUM RECREATIONAL FACILITIES TRIP GENERATION ESTIMATES: CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY SUNDAY (PER UNIT) AM (PER UNIT) PM (PER UNIT) 210 SINGLE-FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 84 804 63 85 848 738 230 CONDOMINIUM / TOWNHOUSE / DUPLEX 5.86 100 586 412 COUNTY PARK (PER ACRE) 31.74 2.28 72 0.44 44 0.02 1 0.52 5.67 52 567 0.09 12.14 3 385 4.84 484 4.13 131 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE CODE OF VIRGINIA ("CODE"). THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA. 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 THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE ALL UNEXPENDED FUNDS SHALL BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. 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 SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (11) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. 4. INTENTIONALLY OMITTED. 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP 093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR IF THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE CONSTRUCTION AND MAINTENANCE OF SUCH IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES THE OWNER AT ITS EXPENSE SHALL AT THE REQUEST OF THE COUNTY ENGINEER CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE OF DEVELOPMENT (THE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES THE OWNER AT ITS EXPENSE SHALL AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS"). THE OWNER 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 REQUIRED BY THE COUNTY. 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 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 BLOCK WITHIN WITH THE TRAILS ARE LOCATED. 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A 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 IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR 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 NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 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 BY THE CODE OF DEVELOPMENT. 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, 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 SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND HOMEOWNERS INSURANCE ("PITF) DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE NINETY (90)-DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED 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 THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. B. FOR -RENT AFFORDABLE UNITS. (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, 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 REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS 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"). (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 9B HAVE BEEN SATISFIED. (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE 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 HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR 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. 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES 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 DEPICTED ON THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS: A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY 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 DEPICTED ON THE APPLICATION PLAN WITHIN THE 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS LATER DETERMINED (PRIOR TO THE END 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 AS PROVIDED HEREIN. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION("VDOT"),INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. C. ESTABLISH AN ASPHALT PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER 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. E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE WAY. 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, GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION ACTIVITY FOR THE UPCOMING WEEK. THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER 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 TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL 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 APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. - SEE SHEET 72 PROJECT DATA: DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 CONTACT: TIM CULPEPPER PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 CONTACT: TIM CULPEPPER TAX MAP / PARCEL #: 93A1-4 PROPERTY ADDRESS: 3500 STEAMER DRIVE PROPERTY SIZE: TOTAL = 94.76 ACRES ZONING: NMD (AS OF 07-09-14 - ZMA #2013-0012) MAGISTERIAL: SCOTTSVILLE COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC (SEE SHEET 4) PROPOSED # OF UNITS: 184 UNITS IN PHASE 2 + 107 UNITS IN PHASE 1 = 291 UNITS (SEE SHEET 4) DRINKING WATER NONE WATERSHED: PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET REQUESTS: CODE OF DEVELOPMENT VARIATION REQUEST FOR 5' SIDE ALLEY SETBACK AND 5' REAR SETBACK SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES + ALAN FRANKLIN PE, LLC FEBRUARY 2018 DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 N 3,890,142 E 11,520,058 ELEV. 416.195 100-YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100-YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/04/2005 AND 51003CO325D, 02/04/2005 SETBACKS: 10' FRONT SETBACK 5' REAR SETBACK 5' SIDE SETBACK (SEE TABLE ON SHEET 4) MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE EMPLOYEES: MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 PHASE 2 PARKING REQUIREMENT RESIDENTIAL # UNITS REQ'T REQUIRED PROVIDED SFD HOMES (2 CAR GARAGE + DRIVEWAY) 84 2 168 168 VILLAS (2 CAR GARAGE + DRIVEWAY) 37 2.25 84 84 TOWNHOMES (1-CAR GARAGE + DRIVEWAY) 21 2.25 48 42 ON LOT+ 6 GUEST SPACES ON STREET TOWNHOMES (CONGREGATE PARKING LOT) 42 2 84 87 COMM. PARK (SUBJECT TO ZONING APPROVAL) # UNITS REQ'T REQUIRED PROVIDED PAVED TRAILS (10 PER) 1 10 10 MULTI -PURPOSE LAWN & PLAYGROUNDS (1/600 SF) 24,040 1/600 40 PLAYFIELD (24/FIELD) 1 24 24 PAVILIONS - ASSEMBLY (1/75 SF) 1,728 1/75 23 DOG PARK (10 PER) 1 10 10 107 108 (1) (1) PARKING FOR THE COMMUNITY PARK TO BE ACCOMMODATED FOR WITH ON STREET PARKING ON THE PROPOSED NEIGBHORHOOD STREETS IMMEDIATELY ADJACENT TO THE PARK AND ON THE PROPOSED NEIGHBORHOOD STREETS WITHIN 500' OF THE PARK BOUNDARY. ON -STREET PARKING SPACES THAT ADDRESS PARK PARKING REQUIREMENT MARKED "#P" ON PLANS. PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS, AND MAIN PUBLIC PARK (SEE PLANS FOR DETAILS) AREA STATISTICS: PHASE 2 LAND COVERAGE DATA AC TOTAL AREA IN PHASE 2 63.01 AREA OF R/W DEDICATED ALONG RTE 250 0.14 NET AREA IN PHASE 2 (100%) 62.87 IMPERVIOUS AREAS (17.53 AC - 28%) ROADWAYS & RELATED SIDEWALKS 6.75 PARK / RECREATIONAL IMPROVEMENTS 1.28 ON -LOT IMPROVEMENTS 9.50 PERVIOUS AREAS (72%) 45.48 AMENITY & GREEN SPACE: SEE SHEET 5 LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN SHEETS 50 - 60 ►Ian Franklin PE LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com _ �_H OF V i C � p��" , (-) v Alan G. Franklin of � Lic. No. 35326 W O 4v , T = ASS N� �.�NAL F' KEY 9fll,: -A C O z J a w z w CD ISSUED: 02-20-20 SCALE: - REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET TRIPS GENERATED (PHASE 2) 1,390 107 137 1,415 1,222 OTHER PLANS REFERENCED: WPO201800007 - RIVANNA VILLAGE - AMENDMENT 1 AND PHASE 11 - APPROVED 05/09/2018 OF 751 \ ( / —/ ,A / I I I 1 \/ \ l I , I \ /� � \ ( ( — -- \ — 11 \ — \_ _ — ' \ _- �_ \ \ ---_ / � O I- o -' v - _ _ () / \ / � \\, � o MPH) ) -' ;� ' / / l /I I \ ` 1 \ \ ;. / o- /// \ //�^ UTr / = -4/ __ �. — : —_/ / \� _ -; /` \\ 11\= _ PHONE Ti;u_ \ / PEDESTAL \\\ \ I� ( i / /l / / %/ / �- _ \ \ \� _ _ / \�,` \ _ - �\ — — — — — / / / / FIBER OPTIC \ \ \ \ � -42S' / ! �? / �' _ � _ - _ � i_—,___ / _ POST / — _ _ _ \ �� --- I/ 3/ /t / / \ \ \ \ \ \ \\ _0-- �% -1 ­_� __/ _ _—_J / / I� //// RCPp� 18„ J/ \\ I \\ G ' / \ \ \\ \\ \__ 79- // ///'/ I\ \- - / � ) _ IN .39 _ J / _ / / s� l \ \ \ _ / / / / / — - ` — `"�- FIBER OP \\ _ Jll 1 / // t3 / / \ \\ \ \ —� / / % l \ \ `-�_ �.� \ �UGT POST Pa _mil ( / � , /—\\\ _ \ / / / \ \\ �' _ MAILBO' - - ___ ��� 'u_a /'i — — \ ''/�� / / / /� ( / \I \\ \ — — �\ _ \ ` 1.1 / \ \ \/ _dM�) / / � �?o—_ logy \ _ �— 3� ' / // / / 91.3 LF OF 33„ _ — \ — / / // � I \ \ \ ` — \ — . \\ \ \ / INV. 390.83 _ � \ \ �� — / / / / I I DIP @ 2.96% // / / _ \ // � \ ��P _iy / \ LL ��/ / I — ) \\� `� INV. 37 0 / ( / / / - - _ _ \ \ \ \ \ \ \• _ \� \ R 7 / � � J� III ( I COMMERCIAL DEVELOPMENT 1 / � / \ \ \ \ I \ \� / I- \ _ / � E N PAST 7�-D- Flo\ - � L \11 /� ING �IM9RE AS�SOQ. \ \ \� \ I TTA / t^'� ��/ // / O \ r�lc� ° s �aa<H/ZEL/N�/ \ I / 4 /,/ �� , TAM \ I _ _I �, \ I \ \ \ \ I T 7 - - � / l / / \ \\ �o/ N. 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I �"I � \ --- / / / // / ,� � ' �� — � \ \\ \\\\ \ \ \ \ /,/ / / / ( / I \ — / I 1 \ \ ,------ � \ / / / / /// / \ \ \ \ \ // 1 I_ ( / � \ _ / `— / / ) I I I l 1 I I \ \ / I / I I \ �1' //1 — -- \\\ —\ _—__— ^\ / // /� j /j� -, •—' / / / / \ \\ \\.. \�\. \ \y\ \) \ ` \ \. \ —./ / /•� /• / // / J � I.\\\ / /// /I \ \ \ \\ I 0 (50 100— / ,P00// / / 400 I / \ \ / / � / // /�/ / / \ \ \\\\ \ 1 / / I I I \ \ \ _ ---\ \ , /,�� /— — \ i \ \\ \ \ y 0 \, \ \ \ � . / //, •/ ► 1 1 \ \ 1 \ \ \ / 1 l \ / / — / / \ I , / ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com O���P�T H OF�c o�� / - . Alan G. Franklin Of Lic. No. 35326 w o 14j, _ I�SLONAB KEY ISSUED: 02-20-20 SCALE: 1" = 100' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 751 DENSITY BY BLOCK: RESIDENTIAL DENSITY DATA BY BLOCK BLOCK A BLOCK B BLOCK C BLOCK D BLOCK E BLOCK F BLOCK G BLOCK H BLOCK I BLOCK J 0 50, 100, 200' CODE OF DEV. AC. CURRENTAC. % CHANGE DENSITY RANGE PROPOSED UNITS 9.80 9.91 1 10 - 41 31 6.76 6.71 <1 8-35 17 4.66 4.64 <1 8-50 32 2.39 2.40 <1 0 - 80 8 note 1 2.76 2.84 3 0 - 36 13 1.62 1.61 <1 0 - 24 12 note 2 5.62 5.66 <1 13 - 45 42 2.03 1.81 11 0-12 4 21.90 21.57 <2 40 - 90 75 31.22 31.47 <1 30 - 80 57 TOTAL 291 DENSITY RANGE REQUIRED BY CODE OF DEVELOPMENT 275-400 1 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 MIXED -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) PROPOSED 200' RIGHT TURN LANE AND 200' TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED PHASE 2 NEIGHBORHOOD ENTRANCE TO ROUTE 250 (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED 200' LEFT TURN LANE AND 200' TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) 70' RESERVED ZONE :.J 30' LANDSCAPE BUFFER EASEMENT 400' Bo \ I3HT1 \\ V I \I I L / (\ - - PROPOSED 720' LANE TRANSITION TO EXISTING (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) r PARKIN 000000aoa000 ao ° j -- r \\ -37 � * / / I I I-45 \ \ \\ `�> � , -14 \ 'r r / / - - - \ \ C!Oj _ \ WETLANDS, � � �\ - �/ \ V\ \ \ \\ TYP. �, I G 4� / / i \ �1-35 \ VA\ v ! A G 41 A \ I-5 r/ A \ .12 TYP. _I STREAM, ,% � � (6 � IT ) � -7, � \ \ \ � - \ \ / // �, \ `,/ � \ \ r �6 r r r � \ \ - ��✓ "Y� O�\ / \ \ TYP. GU - f O 1 A V °000000e ' V V / /\ ,1 oy \ �'°< � \ �O \ //\ r rrrr r /" ub ("p is \ , \ ` 'F 7 / 1"1\ // \ / I TYP. 1-1 ♦ \ 5 60 �` \\\ 7'9A (�A� .k66 rr i \ g BLo F_1 a /� �� V� Ay ,'may r ' T 62 I-2 \ �� -9 // / \ /�• \ V , r, l 6 r I V / l ;tiF� % A� \ V� "�`�� ��' \ � / \ I / I \ \\\\\\ \ / \'\��_pAf2KT� PACES '\ `���J ' ✓V � / � / 3 �AR Rbf' OT �\ \ ®/\ STREAM, / �K�N�, \ r r' I I � J // / \ o l �\ � \� �0 / � � I PARK D TAL) - (�LINES, \ \ I�i9 o LOCK DTYP. 11 \V I I ST 1 / \ VGA / \'� VA/ �� / I v A\ 1* I oy� NON ESI \- \ \ \ \ \ % �MPif30 5 FINSO Ib1Ai�Y8 SSvJO _ 1� I�CK K --�\y `�iV vv (2 ,00, I ,) v v ® i Zv I/ • _ , H s s \ c% \A \ A/ �/\/ //�� \ Vv A - - A� � _< PARKING SPA/CES\\ l \l A/ ° \ \ �IDE�14TIAL B. 6ffR PARK 1 A\�r -- WETLANDS, TMR8J\ \ \,� \ PARKING SPACE,, , TA /RCV I� NVifES`TMF / - \ \ --_ \ A / \ \ �r PARK (108 T ALY / �®! / / / V 4 o AVM \ O C k O� j / / / RESIDENTIAL V 0 �.� � / H-1 \ � \ - � � _ _ / / / / / / DB. 364 y P. 400,409 \, `r � � 16 PARKING SPACES.. I - / / \ I I- 3 / / // ��il, \ / i .� / D13. 53�P. 994 / / KINGISPACES -3FOR PARK (108 TOTAL) 8R00-5173� \ \ \ 01* -4 \\ \/ A ♦ V �v \ V I 1 / / / / A 1 I \ v 71 UNITS ) RE IDENTIAL \ , � V � v ❑ V � / otiF - � �1�1 ° -TMP 80-55B j / / / /A -6B. � \ i TMP 80-58 \ \ �/ \ �� \ \ y SIGHT \ / / /\ Y / / l I �_ v \ \ JAMES RYCE \LINES �ARRELL ULLERY � 1 / / \ \ V \�' P AS 2 B A ( 1 / / v\ r ' I / l \ I TYP. A y \ / / / / A \ / / / \ � ®Q 7�ESIDEAETtAL � \� / � /\ �/ \ \ 53� - \ i i / I I \ \ \ i / /RESIDENT AL v A \ v A vTO BE DEDIC EDT OF \ v �v v fin, _TDB. 247 _ 7 �\ / / /v\\ / I \ / �\ DB.3J98'5.409 V \ \ \ SP\ ' i ' I A 7 v` / I / / / \ / \ �� V �� y�J�40 I - -fir / _-�/ / / \i / I J- � � �_ v / I / / v � D0.11568� P. 608 r , - �-�4A J-55 \ - - - - / / / \ / / / I\ V V / C SG� C)VE� / TMP 80- 5 , -__/- /h�r �/ RE/NrIAAGERALD HUGHEA "D6 39rP. 4 � 9\r \ 42' RESDENTIAL b -f701 P. 6 2 ' r ! \DB. 354 !399 \J-4 OT 9 PAR G �ES� TL T'MP �9-25 i _ i \ I sTREan�, ,, -' � \ \ I / � J / IROEf�vT Ll1/EN OOD)A��\ � �-� Ex. I ' �/ I � l , A RESID NT1,4L I x Qt�ARRY \ / - - ' -\ l bB. 575P. 6109 / l J-3 I / POND / r A - 1 / TL � IDS, r r i ALLOWABLE \ \ LL WABLE BUILDING HEIGHT TYP. -3.3 Lot Regulations. (From Code of Development) J 4 RESIDENTIAL NON-RESIDENTIAL & MIXED -USE / / y ` _ A�Se yv`�I// /�\ I / / - - - ' // BLOCK TM¢' 79-25C J-zs � � / / 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 (ft.) (ft.) Single Family 3,000 None 10 5 5 Detached Single Family 3,000 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 0(5) 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. ' - I AFFORDABLE UNITS: AFFORDABLE HOUSING BY BLOCK ------------ <jY 9 60 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% 1 1 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 J 57 15% 9 9 K 0 15% 0 0 � - 7/ / / O \ // \ - / \ - � � - � \ TOTAL UNITSriOF \ \ - \-,__ 1. THE OWNER INTENDS TO CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF / \ - - =_ r / r \ TWENTY-ONE THOUSAND, ONE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF ER \i rl \ TMP 79D-11 CONSTRUCTING EACH REQUIRED AFFORDABLE UNIT. SUCH PAYMENT SHALL BE MADE / r r \ -RESIDE L \ A UDER / / \ \ / \ / \ AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR ISSUANCE OF THE DB.6 f? 175\ / R S \ TIA /- - _ _ \ / III l l / \ �\ X g �I A / MAGVG R/ / / i - �� / / // / /CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF _ � / / /TMP �19D-1j�3B�\n // //p/ /// / CONSTRUCTING AFFORDABLE HOUSING IS MADE. LOTS FOR POTENTIAL AFFORDABLE _ TMP R. G EG Y / J/ / I II\\\ I I UNITS ARE MARKED WITH AN ON SHEET THIS SHEET. � A \\ V l REG ., 75 / l � \ I 1 MA � E , MA RbID TMP 79D-18 v - - 1 A \ o PROPOSED 720 LANE TRANSITION TO EXISTING R� DE T AL \ R. GR GORY \ \ r \ \ �17 g p \ \ \ \ (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) 15 368P\ \ / i \ / M GRUDER SIDEN�IALv V Ki / '/\ \ �A \ �A vvv G Ov iy , 79 1III7 r V N/4x Oi1?390 )RE \MAGRUDER \\ C SID NTIA/ \ 9 DB 6�,1P. \7p v \\\ DE2 F'TMP 19D\1FI \ \\ 59 l / (\/ i /\ \ 70 RESERVED ZONE\GREGOR� R/ IF f� 30'LANDSCAPE BUFFER EASEMENT ° \ R NTIAL RESIDENTIAL I �j ) �� - - I I V AA vv 1414, \W \ I \I I O \VV v\ ;8p - - - B. 368, 175 - - ��►� /I 1I I 11' II I I I I I - - _ ! '; - A\ \\ \ EGORRY LLB Mr wvETLAN�, RESIDE- vV , TYP. 368P y v v v rv, , - - \ I \ \ \ \ \ ° °\ 79D-� R.G M Z _ \\\\ MA�RUbER- II - --I- -� MI / --BLOCK ooao \ Aw \ RESIDEN-TIAL v --��-368, P. �1S EAM, B w _ � \ ° wl ° ',G-3 � c \ �-° \\ / /I III I I I j 1�s (� h i 3 G_1 \ l l T ° / I 1\4�� LOCK 1✓` , \ ui 1 STREAM, ; TYP. I -6-20 1-43 r / \a / / WET IDS 2* i I , / - i \ i r I-44 i MIN. STORIES MAX. HEIGHT (FT) MIN. STORIES MAX. HEIGHT (FT' DA1�/1S BLOCK A 1 50 1 50 06. � J-ti S � J- 9I/ BLOCK B 1 50 1 50 PARKING SPACES R�PA-RK (108TOTAL) C BLOCK C 1 50 1 50 /ETYANDS BLOCK D 1 50 1 65J-4 - o eleBgogBgegegeo eBeo I BLOCK E 1 50 1 50 / I I I °ewe° - � I 1 / r BLOCK F 1 50 1 50 \ o'a aeoeo° a BLOCK G 1 40 1 40----- BLOCK H 1 50 1 55 1 BLOCK I 1 50 1 50 - l\5v� \ \oaoaooaoo` °�oa000 V �\ / V \ \\�\���\ \� - - - BLOCK J 1 50 1 50 °`°°°° I / \ _ _ , �z3 r \ \ \ ° I I / I B� /�\ A\ A K D BLOCK K NA NA NA - NA \/A\ \ \ v A v \°°° sl ° \V vb II / TMPi 80-55 I \ - - \ v - / 2'22 \ \ \ \ m\ ,W14LIAM CATgN � � TOTAL ACREAGE OF RIVANNA VILLAGE PHASE 1 DEVELOPMENT BREAKDOWN PHASE 2 DEVELOPMENT BREAKDOWN � f7 SIDENTIA DONALD R GGINv w v v v \ / \ I / // \ \ -20 \ \ \ \ \ \ \ \ s \\D& 270`1, P. 749 AC AC AC l / RESIDENTIAL I / / J-1� / \ \ \ \ \\ \m� 1 \ BLOCK A 9.91 BLOCK A 9.91 BLOCK A 0 ` I I V ` �\ v� v v vQB. 171 � P. 58_6' ' C` DB. 103,1 P. 204 _ \ i �.�-17 / \ \ \ \ � BLOCK B 6.71 BLOCK B 6.71 BLOCK B 0 V A V A V JaB \ \ V 1 \ A \ v y v v v vWP6100' �� \ \ / \ J_1 / / \ \ \ \ \ ` \ \ �\ \\ \`\/ \\ \ \\ \\ STREAM BLOCK C 4.64 BLOCK C 4.64 BLOCK C 0 / I I AA \ \ \ / \ \ \ \ V /v\`vvv v v v v BUFFER BLOCK D 2.4 BLOCK D (PARTIAL) 1.20 BLOCK D (PARTIAL) 1.20 _--- - J ♦ \ I ( I \ \ / / \ * / ) / / STREAM BLOCK E 2.84 BLOCK E - 2.84 BLOCK E RTI - 0 BUFFER -\v A \ \ A vvvvy\vvv vvvvvv A LOCK F 1.61 BLOCK F (PARTIAL) 0. 2 BLOCK F (PARTIAL) 0.89 \ /- -_ l 1 / /%- \BLOCK G 5.66 BLOCK G 0 BLOCK G 5.66 -BLOCK H 1.81 BLOCK H 0 BLOCK H 1.81 BLOCK I 21.57 BLOCK I 0 BLOCK I 21.57 \ \.-_,BLOCK J 31.47 BLOCK J 0 BLOCK J 31.47 ''BLOCK K 6.00 BLOCK K 6.00 BLOCK K 0 \ \ / i /BETTVI MCC r ��' AVAVA\VAAVAA �V \ V AA \ V � RIEyS/D NT1A � --- \ \\ \ \\\\\ \\ \� \ \ \ \ \ \ \ \ r r i i i`, R/W DEDICATION ALONG RTE 250 (BLOCK J) 0.14 R/W DEDICATION ALONG RTE 250 0 R/W DEDICATION ALONG RTE 250 0.14 v - / / ♦ / j / dg 11�4; P.1718 / \/ yNEI�iH�O�fi�7,OBr§ 4P y v v v v� v vvv �\v v V - \ \ \ \ \ \ ` TOTAL 94.76 TOTAL 32.02 TOTAL 62.74 A r / ' , - , � `- _/ / / ,'�s'� _♦,_ �`� _�/' ' / /,/�/ \\ / A // %/, //\A'/�// vvyvvvv vvvvvvvV\vv\ v�Av�v vv \ vv\`v �\ vv v \ � ,DB. 4\ ///\�v ,�,'DB.'4t921 P. 1241 rr Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o�P_T H OF Alan G. Franklin Lic. No. 35326 LL o NAB z Q J W H Q N W Cn Q 2 ISSUED: 02-20-20 SCALE: 1" =100' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ° Q�� D o ITV<I a vL JD c s 1' TYP. 5 1 p 15' SIDEWALK PLANTING STRIP TYP. 2% FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. I i i I I NO ON -STREET PARKING PLANNED FOR THIS I ROAD SECTION I I i i 61' - 671 R.O.W. \/AP1PgI QR' - d7 2% 2% CONCRETES 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 1' 5 ol I Hi9' TYP.*'SIDEWALK PLANTING STRIP TYP. 2% ,0 0d aV D FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. V 0 ROAD SECTION WILL ACCOMMODATE i ON -STREET PARKING ON ONE SIDE OF THE j STREET AS SHOWN ON THE LAYOUT SHEETS 61' RFO.W. T (CURB TO CURB) op oo jU� a a ° t I �e° PLANTING STRIP SIDEWALK TYP. 2% Vv 9' 5' ol 1' PLANTING STRIP SIDEWALK TYP. TYP. O 2�% CONCRETES � � I SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. 4" BM-25 CG-6, TYP. 8" VDOT #21A g BUTTERFIELD LANE B/W TERRAPIN TRACE & LAZY BRANCH LANE; VILLAGE PARK AVENUE CONTINUATION TYPICAL SECTION ,�N�' FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CB qV VALUES OF ACTUAL SUBGRADE MATERIAL. \V G a� '0e o ° �t 0 0 v v L�✓� b C o GD p� da J ROAD SECTION WILL ACCOMMODATE G , j ON -STREET PARKING ON ONE SIDE OF THE I STREET AS SHOWN ON THE LAYOUT SHEETS ol I I I 54' R.D.W. 1' 5' ol 6.5' 2 ' 6.5' 01 5' 01 1' TYP. I SIDEWALK PLANTING STRIP (CURB TO CURB) 9' PLANTING STRIP SIDEWALK TYP. TYP. 2% CONCRETE) I 1.5" SM-9.5A SIDEWALK, 1.5" SM-9.5A VDOT STD. I 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 TYP. O 2% i 1' TYP. N.T.S. �` D V/(lM�U�°°. G c o i o Tc �q o °d P° 0 0 °o FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. Q^ U l/ � [�,✓0 e� i o c �� � Gp �0 9 Pc � I I °a I ° I I � j ROAD SECTION WILL ACCOMMODATE • SIDEWALK �1/� b ON -STREET PARKING ON ONE SIDE OF THE I j STREET AS SHOWN ON THE LAYOUT SHEETS 61' RtO.W. 34' (CURB TO CURB) 9' 5' 1' PLANTING STRIP SIDEWALK TYP. TYP. O 2% CONCRETES SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. 4" BM-25 CG-6, TYP. 6" VDOT #21A LAZY BRANCH LANE FROM STA. 10+00.00 TO STA. 25+57.77 (B/W MOSSY ROCK ROAD & STEAMER DRIVE ±) TYPICAL SECTION vvvi ..iv. 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) N.T.S. N.T.S. (1 % TYPICAL SECTION N.T.S. Q Dd� FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR �� �� lad �P •� �� GON` ` VALUES OF ACTUAL SUBGRADE MATERIAL. �/G �Ic � d ROAD SECTION WILL ACCOMMODATE , j ON -STREET PARKING ON ONE SIDE OF THE I STREET AS SHOWN ON THE LAYOUT SHEETS N.T.S. I I I 56' R.D.W. ol 1' 5' ol 6.5' 34' x. 6.5' 5' lo 1' TYP. SIDEWALK PLANTING STRIP (CURB TIJ CURB) PLANTING STRIP SIDEWALK TYP. TYP. 9' i TYP. lo, i p i o i � i 2% I 2% CONCRETE) I SIDEWALK, 1.5" SM-9.5A VDOT STD. TYP. CG-6, TYP. 6" VDOT 6" #21A LAZY BRANCH LANE FROM STA. 28+33.11 TO CUL DE SAC TYPICAL SECTION rINAL I-'AVCIVItzN 15tU I IUN Ut51(3N I U btz bAStU UIN F-ItLU L;tSK 3" BM-25 VALUES OF ACTUAL SUBGRADE MATERIAL. 4" VDOT #21A BUMPER BLOCK, TYP. CG-2, TYP. D CATTAIL COURT 6 TYPICAL SECTION N.T.S. 2" SM-9.5A ASPHALT PATH (TYP) 4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. F— COMPACTED SUBGRADE 6' (SEE PLANS) FINISHED GRADE 1/4" / FT. CROSS SLOPE (TYP.) 111 I-1 I I-1 I I-1 11LI =ii 1=111 I I I I I I I-111-1 .1 CLV c-A a o� I I-III-III-111-1 ffil-N-11 11 I I= == 6' ASPHALT PATH 1 %4" DEEP CONTRACTION/SCORE %2" EXPANSION JOINT W/%2" RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 e o e DAYS, AIR -ENTRAINED 4" - X X '_� X — X° e.X aD off.:, oo °o Doo: WWF 6" X 6" W1.4 X W1.4 W/ 2" 4" MIN. COVER \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\ SEE P COMPACTED VDOT #21 A STONE /j\/j\/j\/j\/j\/j\/j\�/j\�/j\�/j\�/j\�/j�/j�/\\�/ BASE 95% COMPACTED SUBGRADE Al C CfTI/lQl CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN N.T.S. �VDANISION JOINT ,OTH TROWELED EDGE; IAL :D BROOM FINISH; TYP. �NDICULAR TO DIRECTION OF TRAVEL Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� og� �� . c� y Alan G. Franklin Lic. No. 35326 T = FSS / O N A k- 06 _ � Q LL (DZ w C� Q U' � Y J � 0 OJT O 0000 \ � N � � � W �o z U �zJ O oZw Q w �' J J \ m Q/Q U Q � O ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET SECTION P-023 PLAN, SECTION.1'.. N.T.S. O�75 CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4URB PSI N PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS 2' R (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 D.o D.o 3" (21" DEPTH)IN ORDER THAT THE BOTTOM °, .°, OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. DD ' DD ' OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. .t ' NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE �' �' . FOR A DECREASE OR AN INCREASE IN DEPTH. 1LL ' D,' D D,p D z p.' SURFACE 5 CG-2 IS TO BE USED ON ROADWAYS MEETING °.' THE REQUIREMENTS FOR CG-6 AS SHOWN IN li N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. °.' •°.' BASE D�opD�oAD. �2" RADIUS SUBBASE ° . 6„ n •e• z D. SURFACE D P p D.A ° BASE DDe D.o' DP SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION '`VDDT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG 12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CUB WHEN REQUIRED (C-2CG-3 IN LINEAR GENERAL NOTES: DETECTABLE WARNING SURFACER(AREA IN SQUARE YEARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48;1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. $,ear• 4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 11/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. w ` 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER �'e.. AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12;1 MAX W�,a B CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER' AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHTPOLES,FIRE TYPE B HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12j MAX PERPENDICULAR TO THE CURB. 5, MIN X X 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK _ TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS 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 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 1.6"-2.4" C-C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - (6 0 0 0 0 0 0 0 0 0 0 0 0 - U 0 0 0 0 0 0 0 0 0 0 0 0 °'aega• LANDING RAMP + c� 0 0 0 O 0 0 O 0 0 O O O O O O 0 O O O O 0 O O O 0 O O O O O O N N 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 5OX-65/ OF BASE DIAMETER TOP DIAMETER 10 O 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o AT F R BACK 0 CUB "-1.4" I_ I 0.9 _ VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS CC-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 1 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 BCS-DT SYMMETP'r AI A-11 G ­1 1 r 1 �O� REINFORCING BAR DIAGRAMS BH1 BH3 (WITH WING) (WING REMOVED) DOWNSTREAM END) (UPSTREAM END) END ELEVATION UPSTREAM END DOWNSTREAM BARREL LENGTH (OUT -TO -OUT HEADWALL) END 3 „ V-5' BACK FACE OF FILL SLOPE 6"x6" FILLET 6" x /g PVC CURTAIN WALL 12" TOP OF TOP SLAB 12" DUMBELL WATERSTOP T3 12" HW1 6" x 6" FILLET s a •6 HW1 / a T1 / CONSTRUCTION / 12" R UPSTREAM JOINT END (OPTIONAL AT ry DOWNSTREAM END) IV L CONSTRUCTION JOINT T 2 iv �.�V� SECTION B-B PART PLAN (WITH WING h 12SECTION A -A (DOWNSTREAMGEND) (,UPSTREAMOEND) (WITH WING) SPECIFICATION XVDOT REFERENCE SINGLE BOX CULVERTS ROAD AND BRIDGE STANDARDS STANDARD DETAILS REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/11 1002.02 SPECIFICATION REFERENCE 105 502 CG-12 A #5 DOWELS, 8" LONG AT 12" C-C 5,1 12:1 MAXI: t (SEE TABLE)I A 2" R 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. 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 SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. P D 11I.1, P D D D D D D D D D P 61, 2,-0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION 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 B O QF 3/ SA9CF Fylq� k EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE C, EXPANSION JOINT If ®� Li Li EXPANSION JOINT EDGE OF PAVEMENT WIDTH OF PG-5 ENTRANCE INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED. A� ' LIMITS OF PEDESTRIAN _ _ _ _ �v LIMITS OF PEDESTRIAN ® ® 6 X 6 - W2.1 X W2.1 I/ WIDTH OF ENTRANCE & EXPANSION JOINT-� AC ESS ROUTE = ACCESS ROUTE SLOPES VARIABLE WELDED WIRE FABRIC w z UNPAVED SPACE NON TRAVERSABLE - UNPAVED SPACE SLOPE AS SHOWN ON WHERE REQUIRED TYPICAL SECTION �IE4" OR 6" AS Q SLOPES AS SHOWN SHOWN ON TABLE .�J � � WIDTH OF � � � ON PLANS W �✓ P w ENTRANCE CURB INCLUDED IN w EEP HOLES ENTRANCE GUTTER U r 0 3" DIA. Q 8' C-C � W N U Li Z © ag . -0 I C ---_ LIMITS OF PEDESTRIA NON -TRAVERSABLE LIMITS OF PEDESTRAN ACCESS ROUTE CCESS ROUTE L o Iw z - d PEDESTRIAN ACCESS ROUTE DETAILS WITH & FLAW LINE o WITHOUT UPAVED SPACE CLASS A3 CONCRETE ENTRANCE WIDTH DESIRABLE MINIMUM 16' ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE H]EXTEND BEYOND EXISTING T-3" HALF -SECTION NON REINFORCED. HALF -SECTION W. W. F. REINFORCEMENT ABSOLUTE MINIMUM 12' OR PROPOSED VDOT RIGHT -OF WAY 15" ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT �. o, • �. • p PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A SECTION A -A A FACILITY THAT CAN BE APPROACHED, ENTERED AND n, • n, • �. HALF PLAN USED BY PEDESTRIANS. . o. o.00 •ooa IF PEDESTRIAN ACCESS ROUTES If ARE BEING o ' o CONCRETE TO BE CLASS A3 PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2'/. CROSS SLOPE. 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" r-A STANDARD IS TO BE ADJUSTED TO MATCH UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. DIRECTION SPACE CURVE p OF FLOW 9" 9" I NORMAL GUTTER ® ® - ® - - - - ° -- - - -- -* * * o. fl. o. fl.j� p, A. �• �' .o o•o.00 *O% TO 10% CHANGE o.o o•oo. o� _ '."•�." NOTES a •a•a 00000000oo,4oy 00000a o o. o. o . o . o 00 �A DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. •�.ao o. o•o• WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR SECTION C - C GREATER THAN 4' AND D IS EQUAL TO OR GREATER THAN 2'. 6" AGGREGATE BASE CLASS A3 (H.E.S.) CONC. "! WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH, 1/4" MESH OR GALVANIZED STEEL TYPE ISIZE 218 2'-0" WIRE DIAMETER 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE 5'-0" 2'-0"- WIRE 6" BOTTOM OF THE CHANNEL. 5' 0" ® POINT OF GRADE CHANGE 12% MAX. SLOPE CURTAIN WALL TO BE LOCATED FOR CURB AND GUTTER ONLY p *4 X 18" DOWELS AT THE BEGINING AND END OF ALL �• SMOOTH BARS R CHANNELS AND ON THE LOWER * )K 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 12" C-C LOCATED END OF EACH EXPANSION JOINT. FOR SIDEWALK, CURB AND GUTTER X * * 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND L n AT ALL JOINTS BUILT CONCURRENTLY 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A a'a' a' a' a' ELEVATION SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL CONC. THICK- D W NESS 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 1:1 SIDE SLOPES 1' 0. 0,536 0.648 0,759 0.870 0,981 1.092 1.203 1.314 1.425 2' 0. 4 0.851 0.962 1.073 1.184 1.295 1.406 1.517 1.629 1,740 4" 3' 1.054 1,165 1.276 1.387 1.498 1,609 L721 1.832 1.943 2.054 4' 1.368 1.479 1.590 1.702 1.813 1.924 2.035 2.146 2.257 2.368 5' 1.682 1,794 1.905 2,016 2.127 2.238 2.349 2.460 2.571 2.682 6' 1.997 2.108 2.219 2.330 2.441 2.552 2.663 2.774 2.886 2.997 6„ 7' 23.11 2.422 2.533 2.644 2.755 2.866 2.977 3.089 3.200 3.311 8' 2.625 2.736 2.848 2.959 3.070 3.181 3.292 3.403 3.514 3.625 9' 2.940 3.051 3.162 3,273 3,384 3.495 3.606 3.717 3.828 3.939 10' 3.254 3.365 J. 3.587 3.698 3.809 3.920 4.032 4.143 4.254 1.5�1 SIDE SLOPES 0,623 0.734 0.845 0.956 1.067 1.178 1,290 1,401 1,512 4"1.023 I'M 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 2.336 2.448 2.559 2.670 2.781 2.892 3,003 3,114 6' 2.515 2.626 2.737 2.848 2.959 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 3,915 8' 3.316 3.427 3.538 3.649 3.760 3.872 3.983 4.094 4.205 4.316 9' 3.717 3.828 3.939 4.050 4.161 4.272 4.383 4.494 4.606 4.717 10' 4.117 4.228 4.340 4.451 4.562 4.673 4.784 4.895 5.006 5.117 2:1 SIDE SLOPES 1' 8 0.719 0.830 0.941 1.052 1.164 1.275 1.386 1.497 1.608 2' .OS 1.216 1.327 1.438 1.549 1.660 1.772 1.883 1.994R4.093 4„ 3' 60 1.713 1.824 1.935 2.046 2,157 2.268 2.380 2,491 4' 2.099 2.210 2.321 2,432 2.543 2.654 2.765 2.876 2.988 5' 2.596 2,707 2.818 2,929 3.040 3,151 3.262 3,373 3,485 6' 3,093 3.204 3.315 3,426 3.537 3.648 3.759 3,870 3.98167' 3.589 3.701 3.812 3.923 4.034 4.145 4.256 4.3674.4788' 4.0864.197 4.309 4.420 4.531 4.642 4.7534.864 4.975.583.694 4.8054.917 5.028 5.139 5.2505.3615.472 10' 5.080 5.191 5.302 5.413 5.525 5.636 5.747 5.858 5.969 6.080 SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION �VDOT SPECIFICATION REFERENCE STANDARD PAVED DITCHES REFERENCE ROAD AND BRIDGE STANDARDS 502 SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 109.04 GENERAL PB-1 PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE g' MN MAX• 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE PERMISSIBLE 1� APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS TOP OF FILL TOP OF FILL TOP OF FILL JOINT TRUCTION 12:1 MAX S.S. > - OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE = GROUND LINE = GROUND LINE x B 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. _ - - - - t2 t MAX ' I-1 I I� I=1 rrrrrr rrrr III-III-1 I I. -1 I - I I� rrrrrr rrrr I I- I I� I I. -III= I =1 rrrrrr ' rr rr III I -I I I- WITH BUFFER STRIP CIRCULAR PIPE -'I� N II -I rrr rr II ry II rrr rr N I IJ rr rr _� II rr d r _ EARTH III r d r ROCK OR * _ II r d _ EARTH 1. D - OUTSIDE DIAMETER OF PIPE. * - UNYIELDING o - (SEE T BACK OF CURB I 48 1 M ' 20 1 48 1 MA z'MIN. SECTION A -A `VDOT XVDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 201.03 203.03 07/15 tN 2. d - INSIDE DIAMETER OF PIPE. o o LI I I� o I : SOIL I I = I' BEDDING T MATERIAL 1X. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. .I I=1 I=I I ILA I =I I I I -1' _ a 9 =1 121 MAX. ?:'w X - 12" WHERE d IS LESS THAN 36". v - - - 11 ATED DOMES 4'MIN X - 18" WHERE d IS 36" AND GREATER, MIN, m rrr rrr MIN. 1/10 D HEET 1 OF 5 FOR DETAILS �\ MIN. 1/10 D 1/10 D - - - ( X D X BEDDING X D 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) I I FACE " 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. MIN PER 1' OF H MIN.8",MAX. 24" FOUNDATION SOFT, YIELDING, OR e6 WITH BUFFER STRIP 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) 30" AND 5' RAN LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 1 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE 12n MAX. v� SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. f� 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. 1.5 x D 1 WITHOUT BUFFER STRIP STOP OF FILL TOP OF FILL jr- TOP OF FILL PERMISSIBLECONSa 1. S 1 - OUTSIDE SPAN DIMENSION OF PIPE. JOINT TRUCTION N CROSSWALK 2. S2 - INSIDE SPAN DIMENSION OF PIPE. tJ1 3. R - OUTSIDE RISE DIMENSION OF PIPE. rrrrrrrl rrrrrrr = rrrrrr, rrrrrrr rrrrrrrrrrrrrr rrrrrrrrrrrrrrr = ;rrrrrrr rrrrrr: rrrrr rrrrr : - rrrrrrrrrrrrr rrrrrrrrrrrrr.- 1 rrrr _ 4. X -WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. rr rrr - :; rrrr rrr : rrrrrrrrrrr rrrrrrrrrrr = X - 12" WHERE S2 15 LESS THAN 36"• N - rr ri ; - N :rrr rr = rrrrrrrrrr rrrrrrrrrr y , CROSSWALK X - 18" WHERE SZ IS 36" AND GREATER + r d GROUND + r rr :: GROUND + = rrrrrrrrr rrrrrrrrr SECTION B-B 1 �. - a d =LGROUNI INE r 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR o :LINE o LINE Lm b°+� A 4'SOUARE LANDING AREA NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38'' OR _ _:;� o \ = LINE (� Il OUTSIDE OF TRAVELWAY LESS AND HEIGHT OF COVER 15' OR LESS. - _ - _ _ - I p�� SHALL BE PROVIDED FOR I=1 = _ _ •" _ PERPENDICULAR CROSSWALKULL NOTES; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK WITHIN THE MARKED 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR = -III I I EARTH I I I I i SEE SHEET I OF 5. 's l CROSSWALK AREA. HEIGHTOFCOVER 15EORFLE ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND MIN. 1/10 D - _ _ - UNYIELDING _I - - ALL a - ROCK OR TYPICAL PLACEMENT ��ti MIN.1/10 D X D X BEDDING %2" PER - SOIL - - mill-ITi-Iii�--- THE REQUIRED LENGTH OF A PARALLEL RAMP o MATERIAL 1" OF H X D X MIN. 1/10 0 BEDDING IS LIMITED TO 15 FEET, REGARDLESS OF THE EARTH AT INTERSECTION MIN. BEDDING MATERIAL SLOPE. PIPE ARCH TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/15 t LANDING 48:1MAX. WITHIN CROSSWALK CURB MAx.2a MATERIAL FOUNDATION SOFT, YIELDING, OR SLOPE 4'BUFFER STRIP 1. S - SPAN DIMENSION OF PIPE. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 5' SIDEWALK LANDING 48:I MAX. 2. R = RISE DIMENSION OF PIPE. SLOPE BEDDING MATERIAL IN ACCORDANCE WITH 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL ® EMBANKMENT NOTES: MAX 5- WIN DIAGONAL PLACEMENT ® SECTION 302 OF THE ROAD AND BRIDGE 2: SPECIFICATIONS. 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. FOR GENERAL NOTES ON PIPE BEDDING, A _ x - 12" WHERE SZ IS LESS THAN 36". CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS 5' MIN x - 18" WHERE S2 IS 36" AND GREATER WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES 121 MAX' SPECIFICATIONS. ON SHEET 107.00. 5. A MATERIAL I � x WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR REGULAR BACKFILL M E L N ACCORDANCE N NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35'' OR FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE A 4'SOUARE LANDING AREA rrrrr CRUSHED GLASS CONFORMING TO THE OUTSIDE OF TRAVELWAY f A 4' SQUARE LANDING AREA LESS AND HEIGHT OF COVER 15' OR LESS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN x CROSSW a- PERPEND CUROMVIDROSSWnLK x OUTSIDE OF TRAVELWAY 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE SHALL BE PROVIDED FOR USED IN PLACE OF CLASS I BACKFILL. WITHIN THE MARKED K PERPENDICULAR CROSSWALK ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL WITH BUFFER STRIP CROSSWALK AREA. CROSSWAL WITHIN THE MARKED HEIGHT OF COVER 15'OR LESS. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD CROSSWALK AREA. AND BRIDGE SPECIFICATIONS. CC-12 DETECTABLE WARNING SURFACE SPECIFICATION SPECIFICATION VDOT SPECIFICATION REFERENCE REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS �VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS II II TYPE B (PARALLEL) APPLICATION 105 302 GENERAL NOTES REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL METHOD A 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.00 DSB-1 PB-1 NO PROJECTION OF PIPE ARCH ABOVE GROUND LINE PB-1 TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE -GROUND LINE -%-_NE = TOP OF FILL EARTH � + /// // + � II � � EARTH ��1F1I m BEDDING m 1 `r MATERIAL / BEDDING AL I X)K 36" MINIMUM OR 0.25 TIMES MIN. B/4 BEDDING MIN. B/J �� ROCK OR MIN. B/4 - - T E SPA OF THE BOX C VERT SECTIONAL ELEVATION (DING MATERIAL X S X MATERIAL NORMAL EARTH FOUNDATION X S X UNYIELDING SOIL I/2" PER V OF H MIN. 8", MAX.24" ROCK FOUNDATION X S X * 12" FOR BOX PROJECTION ABOVE GROUND LINE; TO TOP OF TRENCH FOR GROUNDJLINEON ABOVE 36" )K X �� FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL MIN. PIPE ARCH PROJECTION ABOVE GROUND LINE MIN. 1.5 x S MIN. 1.5 x S TOP OF FIL MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S TOP OF FILL TOP OF FILL _ H N UL WHICHEVER IS GREATER. 36" � MIN. BOX CULVERT SPAN INCLUDES THICKNESS OF THE WALLS AND IS BASED ON THE SPAN OF A SINGLE BARREL WHEN THERE ARE MULTIPLE BARRELS. GROUND LINE E NOTE 1) 77-77 I- N MIN. S S IN. S ._. /////' ////// + S M// GROUND + _ �%j //. / ////r LINE + _ /' %r GNOUND I I -III -I I 1-' I -III-I I -III I -I �-III-III m % LINE -� / - m MATERIAL EARTH OR ROCK rl L - 7 !/ - BEDDING ' ltll 1 NOTES 1. BEDDING MATERIAL IS TO BE AGGREGATE SIZE 25 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 NO. 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. DD_ = tt� tttt, . lltl h, FOUNDATION BEDDING THICKNESS TYPE (b) 4" FOR H < 10' NORMAL EARTH 6" FOR H>10' ROCK 1" PER FOOT OF H, MAX. 8" SOFT & YIELDING SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER MIN. B/4 BEDDING /2" PER ROCK OR BEDDING -� MATERIAL 1" OF H UNYIELDING MIN. B/4 MATERIAL EARTH X X MIN. 8", SOIL 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 ON SHEET 107.00. rrrrr SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SPECIFICATIONS. ® EMBANKMENT SPECIFICATION REFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, MANHOLE, AND JUNCTION BOX VDT ROAD AND BRIDGE STANDARDS \VD= ROAD AND BRIDGE STANDARDS INSTALLATION OF PIPE CULVERTS AND STORM SEWERS PIPE ARCH BEDDING AND BACKFILL SPECIFICATION REFERENCE SPECIFICATION REFERENCE 302 302 302 REVISION DATE SHEET 1 OF 1 SHEET 3 OF 4 REVISION DATE 303 303 106.15 107.03 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. FOR NORMAL EARTH FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT b - 6" FOR ROCK FOUNDATION: FOR PRECAST BOX CULVERT b - 1/4" PER 12" OF H - 8" MIN., 24" MAX. FOR CAST IN PLACE BOX CULVERT b-DEPTH AS SHOWN 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 b - DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. INSTALLATION OF BOX CULVERT BEDDING XVDOT AND BACKFILL - METHOD ''A" 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 Alan G. Franklin Lic. No. 35326 T N A L KEY ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET O�75 15' 30' 60' 120' 720' LANE TRANSITION 75' 200' LEFT TURN LANE 200' TAPER 720' LANE TRANSITION LIJ \ \ - \ \ \ \� I INV. 360 81 � I QI /� � �� INV.-764�i � I�� \ � i \ I I J \ �� �u��� �I� - / 1�5LFibF15"QMP 49.10�Ul-15" / NVTW 3370.63 PAVED 72.64 I I W 10 TVf 372 00 \0 \ \ V A �D/TCH O / �� / / @ ° _ I a / O N b COI \ 3 4 \ \ 72 LF OF 12" / � � � IB SET/MON. � 1 - 380 \ � / � � / / �0/ \ \ CIP�a 4.71 /o i _380� I / - Y I I O I 1 `V. 36 .48 I \ / I\ _ \ ( / INV. 375.00 � �� I @ 2.99% - I I _ IELEV. 381.5 j \\ \ \ / /� �I , 1 /� \ FIBER OPTIC --- �l --- --- vE _ \ \ i llI - / _ 1--� -, - - ww�irELI�E , Iw o v ,---DITc� sIGNA \ I y Po '� 400 - / _ - - - - -PHONE --' -- - - -- -- -- - - - _�5 R. - _ I - _�- v� I�5 �P� -R• 4 1- CaRAl7EL� - = - �- - c / _ _ �--� I I - - I 12'+ �� 5\ \ - 2:Gi`� ��-- _ \\ SlG4L _ PHONE�ED-_ /7/�GGH-� - \ --- ---- --- --= -- -- --- - - - ------ =- --- -- --- -- - -_-- -� --- --/GRAVEL _ _ --- = -- - 'L= _ s ------ -� -- - - - - - - 18+00 0 19+00 12+' 0+00-- -- T1 +00 00 �3+0 24+00 0� - 26+60 �7+�0 2 28+0U 2- tj)U 30+Op +0� 3�+ 0 - - - -33+0� 3�k E ITF\ \ I ---- - -- -- -- -- -- ---- -- -- -- - -- -- - -- --- -- -- -- - - tt= �L__ 12+1= - �15+00 �720' LANETRA---- _==_ __------_- _-_- ----------- ---------------------- - ___--- -- ----- --- ---- --- ---- ' ------ - ---- ---- - / ---- --- - --_,- --- ---- -- -------__------ -- 0y - - - - - 1 -M° 12'+ - - -- 1 _-_--- - - - - n - _ - 12' tt 1J n �On 1 iOn inn O� 1J �`ff1 1J O n 1Jn _ - -Lon _ - - - - - - - - - - -- - - - - ----_ -- --- - - _A 1 to 1 - - RJR I T1 F - y ' S -� - _!VF_L 0 366 \� 3 Q 4-- - - I�ER - \ INV. 36 62 i - �- inl +' EX. _ p 1�EWAy I I =' �� - -3 A _ A I m (10 �� / POST�_ _ _ 7� '- r I / _ �__ 8 M ILBOX °�- oHE� off OHE oHE � 0HE- _ / \ � I �IBER OPTIC I � � OPTIC - � �-�� � � � CONSTRUCT�VDO STD / I i �� CDR/VEWA_Y - �� A ,� I MARKER I 0 I J )ROST EXTEND EX' STIN 12 \ �\ \ ON,END OF' EX. 15" CMP j �� I % �20 DRAINAGE / 1 U INV. 364.23 tia I I � �- /- �C v� \ \/ EX. 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S - S / �.. /. 79-btRU V \ \ C - -- / _ . "° - - TMP 80-53 - - - - - wM - - wM J �.:a, WM a,+_.. ♦<.. :. "ry-rr' ,.WM i 1 -': I I I ` I I I i -ti I I / __ ___ I r ..I \\ \ �I '� _ I 0 I t 3 I I �/ / COSGROVE + _'_ W e + ti-�-- + I w w w w I-- w 4 --- --_ \ � � � -- .. _ - � w � m � y _ w w I w � / /�I'`% / / � ; ' RESIDENTIAL /l t >Q \ \ \ \ \ \ \ \ \ - I + - - -I T _ -I- + I- - -I� +�I �� -I �� I HI �+ I- �� I + I - - �- -- I �� I I o + r� D8. 2821, P. 505 "i I j '\ j M - co _ q ROUTE 250 IMPROVEMENTS $ 1"=60' FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR R VALUES OF ACTUAL SUBGRADE MATERIAL. 12' EX. EASTBOUND LANE OR WESTBOUND LEFT TURN LANE 12' EX. WESTBOUND 01 2' MIN. MILL & OVERLAY LANE `MAINTAIN EX. CROWN MILL &OVERLAY EXISTING-y / LANE WITH 2" SM-9.5A 8' 12' NEW SHOULDER EASTBOUND LANE I� (5' PAVED) 2" SM-12.5A 4" BM-25 9" VDOT #21A (OR MATCH EXISTING) 2.00% 5.00% ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION TYPICAL SECTION 12' EX. EASTBOUND LANE OR WESTBOUND LEFT TURN LANE 12' EX. WESTBOUND LANE 2' MIN. MILL & OVERLAY MAINTAIN EX. CROWN MILL & OVERLAY EXISTING `LANE WITH 2" SM-9.5A 24' 12' EASTBOUND THROUGH LANE PLUS 12' EASTBOUND RIGHT TURN LANE 2" SM-12.5A 4" BM-25 9" VDOT #21A (OR MATCH EXISTING) B ROUTE 250 IMPROVEMENTS DOUBLE LANE ADDITION TYPICAL SECTION N.T.S. CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR XVC)OT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 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 AND GUTTER SH&L BE CONSTRUCTED PARALLEL TO THE SLOE 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 VDOT 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 10'OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. P l a 111 '1' P P D 1 D �7 t, D D D • P P P P P P P P P P P P t, D D _ P_.---_ I 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 COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 4.5' MIN. FORESLOPE 3:1M 144 X (CUT 4 1"v TIE TO EX. GRADE N.T.S. FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. X. GRADE 2.58' VDOT STD. CG-7 6' TURF SHOULDER EXISTING/PROPOSED TREE, TYP. 3' MIN. bo 3' MIN 1 2' 10' 2' MIN. __ MIN. 7 WP-2 TACK COAT THE PROPOSED 1' I EDGE EXPAVEMENT (AS DETERMINED IN FIELD) CONSTRUCTION JOINT EXISTING- ASPHALT LAYERS - PROPOSED ASPHALT LAYERS ------ EXISTING SUBBASE-------- PROPOSED SUBBASE -- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 V2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. TI-E ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 p_� PAVEMENT WIDENING (VDOT WP-2) $ % DETAIL TIE TO EX. GRADE VDOT STD. HR-1, TYPE 3, OR E RAILING WHERE REQUIRED (SEE NOTES BELOW) 2.0% U 3:1 SLOPE, TYP. (2:1 MAX) 3:1 SLOPE, TYP. �\\��\� � %\\�\\\%\\%\\,\%\\ � <�• (2:1 MAX) 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 Page 61-1-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99.2 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 6H-3 on Page 611-5). 6. All flaggers 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 SLOW (W21-V 10) si nz may be required in this area to give advance warning of the operation ahead by slowing approachingtraffic affic prior to reachingthe he flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the PTRS'should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues 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 TTC-56 for additional information on highway -rail crossings). Standard: 11. 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 flagger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). Standard:' 14. When used2, 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 RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1 - 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 VDOT General and Traffic Control Notes: 1) A VDOT Permit will be required prior to the start of work and can be applied for prior to the pre - construction meeting so that it may be presented at that time so that any questions or concerns about the permit may be answered. 2) Pre -Construction is required on site to go over construction time frame for starting and completing road improvements within the right of way. 3) All work to be constructed to the latest VDOT Road and Bridge Specifications and Road and Bridge Standards. 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 plan set. 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 be 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. VDOT GENERAL & TRAFFIC CONTROL NOTES DETAIL Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) GV3HV ANOM - T avoa Otl3Htl avoa 3NV1 3NO Dtl311tl --� salaLc naNna dO1S Ol MVd3ad 3e _ G20-2 (V) -I MAM M 500 ± 9 V 9 'E 'Z S310N 33S 50' - 100' NOIIVIS L1300V13 0 J O 0 BUFFER SEE TABLE 6H-3 PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LI S40 MPH 10 FEET 41 - 55 MPH 15 FEET \\\\ 80' - 120' > 55 MPH 20 FEET SHADOW VEHICLE PTRS REQUIRED SEE NOTE 4 BUFFER SEE TABLE 6H-3 50' - 100, Oq FLAGGER STATION SEE NOTES 2, 3, 5 & 6 T 009 - SEE XaoM avoa F NOTE 1 ON3 z � W20-7 w SEE �j NOTE 1 BE 1 PREPARED W3-4 TO STOP SEE NOTE 10 ROADWAY SEE CENTER LINE NOTE 1 MADLE S1RIP5 W20426 1 NOTE 1 SEE AHEAD SEE NOTE 15 PTRS SEE NOTE 4 & 14 ONE LANE ROAD W20-4 SEE AHEAD NOTE 1 ROAD WORK W20-1 AHEAD Page 6H-55 1: Revision 1 - 4/1/2015 2: Revision 2 - 9/1/2019 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 ,Of O tv , T = LONAL w Z � Q CD W J > W - > / Z 0 � QO � U � Z J L() z a `V Q� w w � m O J KEY ISSUED: SCALE: AS SHOWN REVISIONS: SHEET D 1 VDOT STD. CG-7 $ % DETAIL G SHARED USE PATH DETAIL ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS T.& �$� DETAIL OF 75 I I I I I I 0 10, 20' 40' 80' I I I I I I I I I I I — I YELLOW STRIPED _ LIMITS OF ASPHALT GORE MILL & OVERLAY, TYP - INV. 370.86 _ — I \ ITCH — — _ �OOUBLE YELLOW— \ STRIPE J-- \ ---- _-- +0 — 1 0 _ \ TRANSITION \ — \ _ _ 72 4 _ \ DIP@2.96%\� —T II% oMAILBOX I (MB) ' TMP 79D-19 I R. GREGORY MAGRUDER RESIDENTIAL i DB. 368, P. 175 I ------ - R. GREGORY MAGRUDSR RESIDENTIAL DB. 368, P. 175 PAINTSTRIPING 12'+ EIX. 1 � -- \ LIMITS OF NEW — PAVEMENT, TYP — — ADJUST \ D�WAY APRON AS � NEEDED \ DR/l/EW.4Y I.96 TMP 80-46B \\ \ i8.16 AUBREY SHIFFLETT \ RESIDENTIAL \ \ 1 DB. 1414, P. 261 \\ \ �o o O,o w U) \ w U) \ Z � Z \ U Q TMP 79D-16 R. GREGORY MAGRUDER \ RESIDENTIAL ` DB. 368, P. 175 I I ` / AT END OF \ PARKING ZONE I— � I / \\. i✓ TMP 79D-15 \ I R. GREGORY MAGRUDER RESIDENTIAL DB. 368, P. 175 I \ i I I MATCHLINE - iPEE SHEET 13 ---------------- ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_T H OF 1//�c Alan G. Franklin Lic. No. 35326 o � NAk- ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 \ I * NOTE: / I \ \ THE 70' WIDE RESERVATION ZONE AND 30' WIDE LANDSCAPE BUFFER ARE HEREBY \ \ I RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON DEMAND OF THE COUNTY. \ I THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THE RESPONSIBILITY OF - - I - - - \ THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPTS IT. 10' 20' 40' 80' _ TW372.64 I I \ INV.370.63 1 I I \ _--- 72LFOF12" I I GRA VEL PAVED o - � � DIP @ 2.99/o LIMITS OF ASPHALT I I � BELLOW STRIPED GORF� \ �_� DOUBLE YELLOW STRIPE I / PAVED �/ � _-_-----(------1 _ _ _ __ _MILL&OVERLAY, TYP DITCH ------ `i \ / - n.-----------------------------------------SiNGLEWHiTESTRIPE -- _- ---- _ - -- --- a � -v L n------- - , Jam. ROUTE 2550 55 MPH 66' R." W. li ____ _ E, HTE 112'+ ----- t ------- 18+00 17 00 19+00 12 + 20+00 21 +00 TRANSITION I - -- - --- _ _-------- + _---- 12'+----- ---------- ------ ------ ------ - - - - --------- - - - - -- - - - - --- - - -- -- - ---- ---- - �4�- - _ - - - - - - - - - - ------ - --- -_ VA _ - ---- - - RA ION) 720T , k I — — — - - --- - - ----- _ - �720' LANE TRANSITION 665'SIGHTLINE 60MPH-------------- - ----------- __(___�--------— — — — — — — — — _ 2,-----------_----_r ----- - _ _________ STREET I I w FF NAME SIGN 665' SIGHT LINE 60M_PH - ------------------------- - II I STOP 200' TAPER-- - 12 I I SIGN FIBEROPTIC�---------- •�I-------------- - - - - -- -- --- -------- ------ 12 I _ _ J POST _ _7 _ - _ � � � 50'R —�_ ------------ ------I---I---�--- --- 1 ADJUST ::/ DRIVEWAY APRON AS LL I Lu LLB LLI U) z J U Q 75 I I— I I STOP BAR I I ' NEEDED, DRIVEWAY (2% MAX. CROSS SLOPE) VDOT STD. VDOT STD. CG-12 I I CG-7, TYP TRANSITION HC-RAMPS, TYP 10' ASPHALT TRAIL W/2'SHOULDERS LIMITS OF NEW PAVEMENT TYP TW 370.75 INV. 368.48 200' RIGHT TURN LANE BLOCK LIMITS, TYP. FROM CG-7 / I R.O.W. DEDICATION TO CG-6 70' R.O.W. 70' R.O.W. ^ I II z t RESERVATION ZONE I - 0 1 RESERVATION ZONE *(SEE NOTE ABOVE) VDOT STD. V I llv I *(SEE NOTE ABOVE) CG-6, TYP I I SINGLE FAMILY DETACHED I RESIDENCE W/ 2 CAR GARAGE AND I I 2 APRON SPACES, TYP. I + t loom WMMM\i — � AMENITY 1 I I _ JI— _ _ AMENITY Soon � �� � � � � � � � � � � � � � � � � � SPACE� � � � � ��6.61I - - 30' LANDSCAPE TL 12' 1 12' .5' 5' BUFFER 6 ' I *(SEE NOTE ABOVE) 5' I 30' LANDSCAPE I I t BUFFER 1 I � _ *(SEE NOTE ABOVE) Now z I II on _ I J FEAR - II I II a l Y SPEED - YSIGN I I I �wJ �N LO zN F_ -1 I QI NI R17 II uj co a > II Q UFF_ O co l I Cf)_ I I I� I I I I II 1 w ) 1� Z 1 I m IU. 1 W LOT 115 LOT I-16 w w w w LOT 1-24 O I I l 0 5,424 SF I I I I I I I LOT 1-22 1 l 1 �, 5,424 SF LOT I-17 LOT I-20 LOT I-21 v7 — �, 7,547 SF w Ci 5,424 SF LOT 1-18 LOT 1-19 5,424 SF 5,424 SF 5,939 SF o o LOT 1-23 o al IN 5,424 SF 5,939 SF STA. 12+70.85 BUTTER IELD LANE _ 5,424 SF STA. 15+99.28 TERRAPIN TRACE I� I I I I I I I II I I I 1 ZICN Im i 1 �I I �� 1 �� I �� I �� 1 �� 1 1 1 11=1 Z �N VDOT STD. 551 �' 1 \� d � CG-9B, TYP L = �I I L [cc / I // 18 / � 3�R NT I N W/ACSAE M�T P. FRONT BACK I SMT TYP. I 1 I 1 'MIN. „0 MINPAINTSTRIPING / .. AT END OF TYP. / / PAR KING ZONE / i 1141 1 / 5' CONC. WALK 5' T CON C. WALK CONC. WALK 1 6.5' 6.5' I 35' R I oI .� N O I — I 0+00 ---- ----J 11+00 --- 12'+ ----- ---- - 13+00-------- L-------- 14+OOL--- T--------- _ PARKING 15+00 I 6�+00 x 27�r � �Tr-�-L--------- _ SIGN 54' I� V � (200 ADT) A V �r - _ - - S'5r46'36"E I I - I W- I - - - F- ; 54' 1 I - -� - - I � TYP. I - -� - -(" �P� I I T - 4111101 NO PARKING 29' N b AVAILABLE GUEST, 29, R.O.W. TERRAPIN TRACE _ - - - - _ 1120.26' PAINTSTRIPING STOP 1 - - - - - - - - -BEGIN TERRAPIN LANE t SIGN NP 15 R - - ( ) co � ON -STREET PARKING VD_OL _ STA. 1 TERRAPIN I L - - - � � � 4 (PUBLIC: 25 MPH) �GHT �INE�25MPH� - CG-6, TYP AT START OF SIGN PARKING ZONE I_ r- - - _ _ M PC = 10+14.50 _ - PC = 12+99.51 1 1 PERMANENT VDOT STD.--/ \ TYPE III BARRICADES WITH MUTCD "END OF ROAD" SIGNAGE I II II I I TMP 80-46B AUBREY SHIFFLETT RESIDENTIAL DB. 1414, P. 261 O 30' 18' \ BLOCK I \ \ \ MATCHLINE - SEE MEET 14 - - SIGN r,° = - 5' CONC. WALK 2$0'8IGHTL_ NE- 25 - - - -GOIVC CONC. WALK p 1, - - - - - -//% 30' 1 s ////// ♦ N M VDOT STD. CG-12 SPEED VDOT STD. CG-12 ////%/%/ VDOT STD. CG- 2 �O/O///O// HC-RAMP, TYP n cc Two STREET � LIMIT SIGN ;20' MIN. M 11+9.RA CE - M HC-/ 10' FRONT T CK TYP. /„ P TA. 1 + MEANDER W Y NAME SIGN r` T P. F 10' FRONT SETBACK, TYP / S 0 00 00 � BAi Z 1 / 35 R 35 R -o � / 10 FRONT SETBACK TYP. / � V T P. I o N 5R — � I � I � I � `' I F_ Z N i \ m PA KING c9, N n PA NTSTRIPING � O O D N SI N i �� `� O LIMIT SIGN h - N �o AT N D O F I= (N ) j rn PARKING ZONE ' 20. 5 \ 5 g \v LOT 1-27 I LOT 1-28 Q I LOT I-29 } LOT I-39 N ,935 SF I 4,596 SF I I I I 6 \ \ �� 6 4,644 SF LOT I-31 LOT 1-32 R. W. Q \ 8,646 SF �, �,� 0 o LOT 1-30 5,952 SF 7,149 SF I m > Q� co 5,952 SFcn I I I — I w rY O AVAILABLE GUEST, O ON -STREET PARKING i /�/ / 5 6.5 —1 O REAR SETBACK, TYP. L L L _DOT STD. o O CG-6, YP I I / �� to / 2 4' I I I I Z �I /o " wl \\ 5, 6.5 R.O.W. // / 4 I LOT 1-40 1' VDOT STD. 5' REAR SETBACK, TYP. /2 _ 0 2 6,481 SF \\ CG-6, TYP // STRtPtNG- 1 I oo N I ,20 MIN. Op \20 .6T END OF / / TYP /: IQ.�� // \\ PARKING ZONE I oo U �I / 5 REAR SETBACK, TYAVAILABLE GUEST, I o I n n � cry � LOT I-38 ON -STREET PARKING / / Z 7,681 SF L -- — _ _— I to I / �- �. � N �( O. F- / I It YP. O P ✓/ U / Vten TYP: 2�C/ ;� LOT 1-33 18 N 'CT TYP. 7,021 SF co O W— O l I I 1 - — LOT 141 �V ON -STREET PARKIN / o 5,952 SF Q 00�� S�O�' / REQUIRED FOR PAR 1 / I \ / , PAINTSTRIPING 0000 LOT I-37 / / 20,1 \\ / Al ,� -o AT START OF 8,394 SF - AMENITY / / A� �� i � A1^ 11 LOT 1-34 �� ' SPACE ` / � � � � �/ �� 6 / I �/ Y LOT 1-42 O / 5,952 SF / 5,766 SF MATCH LlN/E IS E SHEET 14 A a Z 1 I 1� 1 1/ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� Ogg /� Alan G. Franklin Lic. No. 35326 T = N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 BM SET/MON. ELEV. 381.50 I i I w I Z * NOTE: I Q 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. I I uj TW 372.00 THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THE�RESPONSIBILITY OF I 0 5 LF OF 15" I -� - - INV. 369.48 THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPT S IT. I P @ 4.70% 40' 80' r 63.8 LF OF 15" I I INV. 376.44 O \ CMP@2.67% I =---- Z', 375.00 / \ .1 LJV V ULL 1 L L L \.J V V J 1 FA l r L. SINGLE WHITE STRIPE LIMITS OF ASPHALT SIGN I I GRAVEL f YELLOW `�1 RIPED GORE � SIGN � o DITCH i / MILL & OVERLAY, TYP O --------- -----DOkJBLE-'€-LL-0WSTRI-P -X-. WHtTE-LffilE DITCH --- DITCH © / \\ SIGN 200' TURN LANE 200 TAPER BEGIN 720' TRANSITIO 12'+ + li--------- AA -TUP . - - - - ����,� -- - - ------ --- - ------ ---- - ------ --- --------------- ---- ---- ---- ----- ------mom,/ ----- 12 - _ 12' VA S- - - - - - ------ -` — -- — -{-------------------_—_—_--_--_——_---------------------—— — — — — —— --- - — 4 50'R 1------------- --- 12' 12' H) m 15'R 15'R ------------- II / VDOT STD. FIBER OPTIC CG-7, TYP VAULT c_ / L� FIRER QPTIC===Z / 10' ASPHALT TRAIL MARKER BLOCK LIMITS, TYP. W/ 2' SHOULDERS (2% MAX. CROSS SLOPE) FIBER OPTIC VDOT STD. CG-12 LIMITS OF NEW POST HC-RAMPS, TYP PAVEMENT, TYP RESERVATION ZONE 70' R.O.W. // �� / ADJUST EX. ENTRANCE TO *(SEE NOTE ABOVE) RESERVATION ZONE / CUMBRIA DRIVE AS / NECESSARY / I (PROVIDE PAVED APRON) I TEMPORARY CONSTRUCTION 1- EASEMENT OR LETTER OF LLI �\ W PERMISSION FROM OWNER OF a:TMP 80-58A TO BE AQUIRED � \ \ PRIOR TO CONSTRUCTION LU AMENITY i♦ \ Lu 3SPACE AMENITY 0' LANDSCAPE \ \ SPACE BUFFER 30' LANDSCAPE ♦ \ W *(SEE NOTE ABOVE) BUFFER ♦ Z ,♦ _ < — — F' REAR SETRA(:K, TVP. — T� CvG - MeR � AMENITY \ ♦ `�q �LLI SPACE LLl 5' REAR 3ETBACK, TYP FR EAR SETBACK TYP. F REAR SET 3ACK, TYP. 2 I I 3,434 SF FOOTPRINT SHOW 3,43 SF FOOTPRINT SHOWN U) Q 6,000 SF MAX MUM 6,00 SF MAXIMUM 3,434 SF FOOTPRINT SHOW W II � II STA. 18+66.39 TERRAPIN TRACE = 6,000 SF MA MUM II STA. 10+00.00 MOSSY ROCK RD cn I I I I I I I I I I I I I I Y 1 U Lu z LOT 1-25 ~ I I I I I I I I I I I I I 1 I Z 7,547 SF I U I CONTECH BRIDGECOR SINGLE RADIUS 12' X 20' w w I m 1 STEEL ARCH SPAN ON CONCRETE 12' X 20' 1 1' GARAGE, o GARAGE & 1 PARKING APRON J b w LOT 1-26 12' X 20' w 15 - TOWNHOUSES W/ 1 CAR = STRIP FOOTINGS, OR EQUAL GARAGE, _ U 5,630 SF (28'-10" SPAN X T-5" RISE X 71' -6"L) 20 TYP 20 GARAGE, } } 20 TYP U) w TYP. TYP. TYP TYP. Ca GUEST PARKING ON TERRAPIN p MODULAR BLOCK HEAD/WING WALLS, 100 a 100' 100' v) TYP. I 34.3' 1 I I I I 34.3' I I 1 TRACE (4 REQ. - #) AMENITY 10 TYP. Y Y TYP. Q Q TYP. I I SPACE 1 m LOTI I-49 1 1 8 0 SF 1,860 S L� 1 U 1 U 1 I-�5 1 L T I-56 1 1 I m I Q L T I-53 Q Q L T I-57 w w LOT I-59 I-52 2, 18 SF CO m LO LOT 158 U) 2,41 SF LOT 1-60 LOT I-61 LOT 1-62 LOT 1-63 2,418 SF 1,160 SF w 44181 SF 1,8C0 SF 1,860 SF 1,860 SF 2 18 SF wo Q 1,�62 SF 1,860 SF 1,�60 SF 2,418 SF — EXPANQEDR,Q.V�L — — — w w w �n L I\ WALL A �_ o o � �n 10'18, I cn I ALTYP. I I I I I I I I I I ` FRON ETBACK IGN W ACSA ESMT TY I FR T SET ACK IGN W A S ASEM N TYP. FROP T 4SEBACK A I N W1ACSA I A E41E NT TY (10' MIN. I I (10' M .) 24' ( 0' MIN.) . li�l1►� 1 CONC. WALK 5' 6.5' a MIN I 10 VDOT a - - STD. HR-1 I TYP. 1' - 1 L - - - I I A< CONC. WALK 5' II II I N?I \t Fnn 6.5 CONC. WALK STOP SIGN +�� (500 ADT �� - - v I ,;#� J+ I I' T �� #I 54' % I I 20 19+00 R.O.W. 20+00 (200 ADT) 21 +00 � TYP. 54' PAINTSTRIPING I I Ir TYP. �� O 29 I S53046'36"EAT END - �G�G PARKING ZONE ON -STREET PAIRKING I I I � ATSTART� E RRAP I N T6RACE - - - - ( P) CG 6, STD. REQUIRED FOIR �I OCK I I I I w PARKING ZONE - - - - - - - - - - - - - - - CG-6, TYP #I I I I N o (PUBLIC: 25 MMPli)- - VDOT STD. _ _ _ CG-9B, TYP �P>6.5'---------- I P m NP> - --- 6.5' �NP> CONC. WALK 5' 280' SIGH1 LIVF(25 - - - z - - - 280'_91 CONC. WALK 5- MPH)�--- _ _-- 1' VDOT WAL�IB PIC - �+`30- w-�g- - - - - - - 1" - NO PARKING STD. HR-1 I I I I I SIGN (NP) AVAILABLE GUEST, I (0 ON -STREET PARKING CD LO 35' n I I 35' R 1 FRONT SET=BAD TYP - z 35R _ r II Ic0 _VDOT STD. CG-12 STREET �0'R I I NAME SIGN o HC 1 / MP, TYP T' �! o 11 j(65 LOT 1-14 — 10 6,784 SF 1 SPEED — o SIN 70528 SF � FRONT SETBACK ALIGN W/ ACSA ESMT, TYP. Q I LIMIT SIGN Lu CI)i w MODULAR BLOCK 10 MIN. a � RETAINING WALL � / Z v � 9 MAX HT O �rj 24'Mlrl- 20'MIN. - / YP - �Tg AT START OF 1 I TYP. _ PARKING ZONE 10� Z� p ,� �� - % 1 -_ I o 1 � � � DE � � 18 - wTY . >/, Z � TY P. 20 � w _ J � �� 1 10 FRONT SETBACK, TYP. L W �_T Q 18 _ LOT I-13 AVAILABLE GUEST, 9' TYPI * a TYP. _ 5,95o SF I ON -STREET PARKING 1, 1 YP'r Z'' U - LOT 1-67 LOT 1-65* 51 � F — .5 0 z �l 5,952 SF Y 8,836 SF Y —I II 4 , c.� � � U � � aLL 52, 6.5' S, o II tm m - b 1' J w w 1 _ R.Q.W. Q �� w W 1 � �I�S �I AMENITY TYP. w �SY J I SPACE l - _� 1 w o LOT I-64 �JI / W �_ — I _ - 62 SF U o _ w sZ � �ETBCK,Y� T Z _ , VDOT ST 1 o I STREAM 1 J CG-6, TYP Z V OT m — LOT I-12 I ° ; C - ,_TYP LOT I-68 ' _ Q 5,952 SF w — — 5,950 SF O I 5' REAR SETBACK, TYP. co LITOF -- - _ I M � n co v co _w j: LOT 1-69* LOT I-11 " ��^� ASPACEY 5,952 SF 5,914 SF M % I� BLOCK I Z Fri MATCHLINE - SEE SHEET 15 HATCHED AREA RESERVED � � FOR FUTURE RIGHT-OF-WAY DEDICATION UPON DEMAND OF COUNTY �P i G i i i BLOCK I / STA. 20+92.20; 33.50' RIGHT = 1 / CENTER OF CUL DE SAC TERRAPIN TRACE TMP 80-52 RIVANNA INVESTMENT / RESIDENTIAL SINGLE FAMILY DETACHED DB. 3641, P. 400-409 RESIDENCE W/ 2 CAR GARAGE AND DB. 3536, P. 594 2 APRON SPACES, TYP. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� �� . U y Alan G. Franklin Lic. No. 35326 ,i T = FSS / O NAL ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 I � I I I I I I I I I � I I 49.10 LF OF 15" I I CIP @ 4.71 % I I LIMITS OF ASPHALT J� — — — — — — — — — — — — I Lt &-OV fRL", TYF} — — — — — — — — — — — — — — — — — — — — — — — — — - PHONE PED. c, XVED� INTERSECTIO DOUBLE YELLOW ST PE INV. 36FF 0.81 AHEAD SIGN YELLOW STRIPED GO E PI I SIGN -----� - -- ------------ ----------------------- --------------------- + 720' LANE TRANSITION 00 12'++32+00 3300 33+ 1.87 - - - - I I +12'+ U.S. ROUTE 250 (55 MPH) -- ---- — ----- ------ --- — --- — ------ --------------- ------ — -- I 112'+ \` J LIMITS OF NEW PAVEMENT, TYP TEMPORARY CONSTRUCTION EASEMENT OR LETTER OF PERMISSION FROM OWNER OF TMP 80-58A TO BE AQUIRED PRIOR TO CONSTRUCTION TMP 80-58A w MARYBESS w JOHNSON = RESIDENTIAL U) Iw DB. 568, P. 608 cn w J U a - —------_— ------- ----- - MAILBOX o INV.364.23�-----_— \ I INV. 363.62 � \ I -- -- -- -- -- -- --- EX. CULVERT — — — — — — — — — — — — — — — /(10) MAILBOXES POST \\ J 31.2 LF OF 12" CMP @ 1.94 I � \I \ \ TMP 80-58 \\ ° JAMES RICE i RESIDENTIAL � �--------------- ____ DB. 3998, P. 409 DB. 3536, P. 21 - - - - - DB. 568, P. 608 - � I i I I � i I I � I I I I I I I I L--_� --------- 40' I I / � \ / V-- ,, q V ° -_ Fes, � TMP 80-53 COSGROVE , RESIDENTIAL DB. 2821 P. 505 \ \ TMP 80-54A \\ \ TODD COSGROVE RESIDENTIAL \ , , DB. 3998, P. 409 i \DB. 1701, P. 672 DB. 354, P. 399 / i O i � i i I i � i i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com evo HOFc �� . Alan G. Franklin Lic. No. 35326 N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET I OF 75 I I � REA _SET ACK e e U / Q 42.3' / uj co pp T T G-13 Q 991 SF LOT G-14 / 1,900 SF 65 ka / (5 / LOT G-15 / 1,900 SF / 10, F O rs , CONC ,CK TY K 5.5' o00o0O 9SPAC S@ 00000o0°O00 18' 000o0O 16' YP. � 0 0000 0000 9 '}'TYP. 5'R,TY . 00000000 12SPAC S@9' 4TYP.� 1 PSAC S@ oo0oo00000 'R,TY 15+00 WETLAND 0 O O O O ° 0 0 ' 1 3' A ER D KING CATTAIL COURT �- I- 2{r _ _ 14+00 0 o O O ° CONCRETE EASEMENT, jVDOTT�T�--I - O O o ° C DUMPSTER PAD 5'R, TYP. TYP7 16+00 0 (PRIVATE: 20 MPH) -I CG-12 HC-RAMP 163'8'13 BLOCK G 00000 ° 000c & ENCLOSURE 30' PRIVATE STR�ELS58 164VE — —i- �_ �' O O VDOT STD. _ 265.49 00 O O' R.O.W. 30' PRIVAT T _ I CG-1-2-HER-A1�P 25 R E�1FRE_�_ O 000 — VDOT STD. R.O.W. 000 O 26 54' CG-6, TYP 00 / 14.3' 9 STA. 16.98.00 = BOC END CATTAIL COURT MATCHLINE - EE SHEET 9 I 0 10 20 40 80 w I I W - - - - I U) Lij - - - 1--ir---------- I W I O U) / I I 0 W - I TMP 79D-14 TMP 79D-15 TMP 79D-13 R. GREGORY MAGRUDER i R. GREGORY MAGRUDER = O R. GREGORY MAGRUDER O RESIDENTIAL ' RESIDENTIAL RESIDENTIAL DB. 368, P. 175 DB. 368, P. 175 TMP 79D-12 / R. GREGORY MAGRUDER / RESIDENTIAL DB. 368, P. 175 I �� I � 5,956 SF FOOTPRINT SHOWN I 8,000 SF MAXIMUM I / NOTE: I 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. mom am mopsommmomm SPACE / moo 5,956 SF FOOT RINT SHOWN 8,000 SF MAXI UM I� R SE BT ACK TYP TOWNHOUSES W/ SHARED PARKING IN CONGREGATE LOT W/ EASEMENT _ _ A ` I _ — � 5 -- I \----------- .000110— - - REAR SETBA K, TYP RE a a a a , V TYP 0 0 O O a o� 0000OO000° I LOTG-12 O O O ° O I 20' �� I F- ►- 42.3 LOT G-10 LOT G-11 1 3,786 SF O O o ° °0 00O O O O ° AMENITY SPACE I �� TYP Y Y TYP 1,962 SF 2,007 SF 0000 00000000 1 1' U U LOTG-7 ° 00 0 O o° 0° O NN R PARK W/ TRAIL 1 Q N / 0000000000°000000 m m 3,118SF LO54S ,958S 42.3' LOT G-6 w w I 1,954 SF I 1,958 SF VDOT STDI CG-6 ((� 00000°O0000C °O0o TYP LOTG-5 3,107SF (0 000000 O O O LOT G-1 LOT G-2 LOT G-3 1,936 SF I w I w I (DRY GUTTER), oO°000000O0°O O 3,019SF 1,924SF 1,928SF LOT G-4 1 IQ °°000000000000000000000000 I 1 I 1,932SF I I Lo -- _ °OO°OOo0OO°OO000°OO I 1 I I I., a °°000000000000°00000 I 10'FR NrS T6 1 �� oO000000( 000000°O00 -- I 1 O o O O O° Oo 00 ea K O A L P. 00 0 ° ° °00 0 0 ° ° 000 - 10 F'R _ T ETBA e I 1 5.5 W OOO °o00° -7 —� 0000000 000000 0 0000000000 O 89' 0000 O . WAL O C O O N O C Oo°OO OOo° \ 9' I V I L---------- ---------- LL-Za - WALL N MODULAR BLOCK- VDOT RETAINING WALL STD. HR-1 (4' MAX HT) VDOT STD. CG-6, TYP CROSS -LOT SHARED PARKING & PEDESTRIAN ACCESS EASEMENT (HATCH) STREAM � DARE ARKI �E SEMENT, YP 18, 16 SA TYP S @ 9' TYP 9 TYPO' / O/ FR- ET AC / CONC. ASK 5. r I 42.3' / 2' TYP 0454 -2 / / / 10 FR NT S / / K T rP. AMENITY SPACE 13715 SF / a V I LOT G-27 >- LINEAR PARK W/ TRAIL'0 ' O 13836 SF LOT G-28 �' / a 42.3 CROSS -LOT SHARED O 011 0 0 0o O O 0 �O 0 O 20' / 8 2,991 SF U Y TYPPARKIN6 & PEDESTRIA 0 000 0 0 0 *gWILYOR ke m V ACCES�i EASEMENT (WATCH) 00 0 0 0 0 OFTAI�II�&� / TYP �.Y ~ 20,99E SF* 0o00000�' 00000 000000 00000 / W LOTG-30* 000000000000 Ooo / QW 1,900 SF LOTG-31" / O 00 O O O O o0 0000 0 O o O _ S,REAR / 1,900 SFir LOT G-32* CK Cr, / 1,900 SF 00 °°°0000 ° 0 - 00°O°0°OOO TAP 000000 OCTjIf0 ® _ / � , 20' 1 °OOOOoOA�L ® G / TYP�.i a as � 5 , REAR SET8q P 0 0 0 0 0 o C 5,956 SF FOOTPRINT SHOWN o°° 000 8,000SFMAXIMUM 00000000 000° 000000000 00°Oo0000000000000 0000000000000000000000000000000000 O °000000000 0 0 0 0 0 0° °0 0 0 O O o o°° 000 0 0°°° 0 00 O O O° °0 0 0 0 0 0 0° 000 0 0 0°°° 0000000000 0 O O O ° 00 O O 00 0 0 0 0 0 0 0 00 °°° O 0 0 0 °o °° o 0 o o o o° °° 0 0000o° 0o O°0000000°00000000000000%00000°00000 000000 Oo°0060�_o°O000oo°O°O00o0oOO°O00oo00 o 00 j00000 00000000 o Oo000( 000000O ooO°OOO o 00 Oo000000bo °0000000000a( 000000-7 00000 00 �,� 0 000(0 00 0000000 0 O000°O00000bo,0°000000 oO000O PPLO 0000000000 00000o0000000 oQ0 °000000 UJD W O°000000O00 0000000000O000000000�0 °0000OW° ° ° °o 0 0 ° °00 0 ° °0o0o000 ° °O0 000 0 � °0 oti o co O - °00000000 0000000 00000000O0C 0000 00000000 0000,)0 000o0Oo0 oo00000 a a 00000000 0000000000Oo°00000000°°000 O 000000000 000000000000000000000000000b o0°OO °°00 oO°000 000000 O 000000 000000 °° 000 000°O oo0°OO 0 °000000000000°000000 0 ° °000 � O � qsE 2 � PH'gsE 1 B OCK F Lij o W� W MATCHLI - SEE S EET 16 a a Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���PLT H OF T� �� Alan G. Franklin Lic. No. 35326 W LONAL ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 � MATCHhI�E SSHEET 10� Y LOT I-36 � 22' IN. Q / / 8,504 SF / - _ _- SDET T P. U /f � �'4�C, DOTS D. Z G0 -6, T P U SIDE 2 O U / 2 'MIN Q 1 Q TY TYP. / LOT I-43 � j � / � 6,436 SF ��////// �/ Q LOT 1-35 TYP. Y % / 7,622 SF m / . 0o __STA. 16+43.49 BUTTERFIELD LANE �` � 4 STA. 1-5+W4 MEANDER WAY / - 7° 11000'A��� Hf RAMP, T T1'P I LOT I-47 // % QD191 C;ONCWqLK 5, / l \ 7,404 SF / _...'Lj. PAINT ING 1 Yd 6.5' 4F AT END OF (2 0 - _ A act PARKING ZONE 200' �� ' !- i ,> A E -_-- DER 15+00 a / gL1 AY N ° / / C. 42 25 01 MP R.O.W 20 / _ I / TYP.,;;;,,,, / LOT 1-45 STREET ��-- 8,842 SF / / CO C. WALK NPR I NAME SIGN PAINTSTRIPING / - AT START OF i 18#P' PARKING ZONE _ F_ 10, FROM STOP V/ T SETBAC I zl LOT 1-46 �j / ll bpr8,722 SF COI �- N LOT 147 ll 1 I o 7,577 SF ll 11 + // ll 1 Ljco ll /. / ll ll LOT 148.. ^ #P 8,103 SF � I 1 11 1T I < � I WALL F / _ _ � �I.DOT STD. / � � c� m IITY MODULAR BLOCK CG 6, TYP / RETAINING WALL / - LLI a r ,E (10' MAX HT) 5 RE SETg_ 1 1 1 ACK, TyP I i V/ co ll ll a ��-- ►' 1 _ ll II _ a I O I Y ON STREET PARKIN __ Z / m REQUIRED FOR PARK ll/ 1 11 W ll / (#P) (5) 1 LOT 1-1 ll w IL�Igj LOT 1-2 ll 1 ll ll 6,826 SF o o ll 6 825 SF 1 ll I / ll � 1 6r ll 1 o, Np�ca 10, 1%T ll LOT 1-3 11 1 ci #P a T T 00 50' PRI G U Q - / l 11+ O� 10' SECTION OF EXPP I I 11 1 ll 7,650 SF / O YP. J 4, 9. CG-12� STREETS VDOT STD CG-7 W/ \ % I ll J / ii 11 I T 1'W < \\ ���� �+ W / 1 TYP'� HC-RAMP R.O.W. TRANSITIONS \V A l� ll S A. 1� 23.49 BUTTERFIELD LANE _�� 1 5 g, I I W TYP�I' \ 2' MIN. / - / 14 Rc- _ - STA. yy +88.87 LAZY VDOT STD. / PS 8 1 TY 1 I J l� H LANE 5 R \ 1 � 3 '� � U (n CG-6, TYP 1 4' CES 9' � � � �' �� 06 00 � � .° ` >A� � %o 1 TYP. -� I l�- 11 1 � 6 ' � -_ 9 5� 1, � W LOT G-33* 1 i 5.5' C�� \ J 1,900 SF / CgNC. W N Q \ \\ \\ 10,FR / I I " ' n I (n qLK p� ) �° \ \\ V A <NP> _ NT SETg �l TOP PEED o I IGN IMIT SI Q : W 1 iFRO / �ti� o STR ,�////////////% YP• .� f / Y Z - NT I p �sr,E SIGN \ \\\VDOT STD.L I IPING U U / Y 42.3- C{� Ty 1 �� `�S cNp' \ \\ \\ \ - CG-6, TYP VDOT STD CG-1 PAINTST m = LOT G-34* m U TYP / <!� �s� \ \\ \V A -RAMP, TYP AT STAB OF W V 2,991 SF i 17+p0 \ PARKIN ZONE c Lu/m OT G-35 ' ' _ % ♦ + \�- I --�V\ -\ 16+0p 1' 35'Rco W LOT G 37 /CROSS -LOT � � ° / - - 280' SIGHT LIN � �- _ / 2,991 SF 1 900 SF LOT G-36' 1,900 SF PARKING & P DESTRIAN 25'R 25'R-SMPH� - \�- - - - - - - A� - _ zNP> CONC WALK 5' / LiL ACCESS EAdEMENT (HATCH / - - - - - - \\- \\ - - - _ / /) 6'° - \ T690ApT SPEED--�=-------------- - - - - - - TREET LOT G-38 LOT G-39 + / pk16 16' / - - - - - LIMIT_SIGN - - - '- - 9' a�-&GW-u �- AME SIGN / 1,900 SF 1,900 SF / / STOP �'� cP6, �� / \ \\ VDOT - - - - - - - - _�_ N4 ° 15+ <NP - - - �` - I / SIGN �" S <<.1P� \ \\ STD. HR\7\ - - - - - - 2 01 00 z O I- - - 35' - 20 'VjL - - O - - 20'140' 1,900 SF LOT G-41 LOT G-40' 9 VDOT STD. CG-12 /, Qy Q� / 2 \ <N# T- L n - - TYP �1' 2,660 SF I � / `5 , � \ \ #P i AZ I - AN R.O.W. 1 I HC-RAMP, TYP O G G y / D� 3� \ \\ \ #P Y BR n 61' - - ° ° N _ 5 (PUBLIC.- 25Mp O� RED T �/ \\ \\ #P R SE _ _ Bq 10, _ \N� 20 _ _ g 9 i I #P ° PAINTSTRIPING / � _ _ / �P AT START OF C - - - ----------- - --- -- -01 n� ONC , WAS , _ -°GOO PARKING ZONE �K 5, #P - ---_ / Z / 20 MIN. 1, S l-' - - _ �/ WALL G TYP. _ - W O O BMP G2 / �/ 1 _ Lu� O O O ------ 5,956 SF FOOTPRINT SHOWN / #P w,, O0 O O O 8,000 SF MAXIMUM VDOT STD. /; �/ / \ 00, O O O O O 00 CG-6, TYP / / �/ STA. 10+00.00 CATTAIL COURT W O Oi O O OD O O O --------------- / / STA. 17+59.80 LAZY BRANCH LANE II - � ON -STREET PARKING WO 0---------------------------- ' O O 000,0Q O \ REQUIRED FOR PARK 1 1' VbOT STD. - e 0 0 0 0 0 0 0 0 / / ' / ll G-9B, TYP / O O O O O O / \ AMENITY L TYP. PROW 0 0 O O X/ , I J O b /. W O 1/. o 0 00s� O o II _ E Z:�000 30000000000 �� / / \ SPACE ll II J00000000 000000 AMENITY SPACE / BMPG1 \ 1 1' BAC gLIGN Wi A O O O 00 0 00 O O O 0 OD 0O LINEAR PARK W/ TRAIL / / / \ ll ' ll II 11 (1 p' MIN SA As�M NT TYP U,00000o000000000000 � / Q� i 10'SECTIONOF ' Q30000 0 0 0 0 0 0000 0 0 0 0 00 00 �� A VDOT STD CG-7 W/ 1 / ll LOT J-34 \ RANSITIONS ?000 �00000 0 O O 00O �0000 O 0 O // � 0000 0000 0 / I 6,856SF ll 0 0 0000 000000 o d / / LOTJ-35 i O O O O O O � _ \ / CONTECH BRIDGECOR SINGLE RADIUS 1 ll ll Y-11 ll 00000o0000000CD d / / / 6,856SF w Q LOT J-36 1' O O O O STEEL ARCH SPAN ON CONCRETE O O O 0 c O O 0 o / / VDOT / STRIP FOOTINGS, OR EQUAL �l / 11 c m 6,856 SF ll ll 1 (DO( 0000>non 10 rn / / STD. HR-1 \ - - - - / (28'-10" SPAN X T-5" RISE X 90' -3"L) W co " O A -- / / MODULAR BLOCK HEAD/WING WALLS, 11 ll ` co W U ll WETLAND � - m Q VDOT �/ 10' TYP. ll '- e LOT J-37 STD. D. HR-1 W Q _ ` l W co ll WALL H / /a 1 11 ♦ �♦ ll o Q 6,856 SF STREAM MODULAR BLOCK RETAINING WALL / BLOC J (6- MAX HT) / �w STREAM 1 ll 11 MATCHLINE - SEE SH ET 10 � 1 W 0 10, 20' 40' 80, 2 \ U) \ W W 07 1 W - z TMP 79D 15 \ J R. GREGORY MAGRUDER = RESIDENTIAL DB. 368� P. 175 \ Q � 1 73 I age 111111100w Now no NOTE: low 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. BLOCK G TOWNHOUSES W/ SHARED PARKING IN CONGREGATE LOT W/ EASEMENT AMENITY 5,956 SF FOOTPRINT SHOWN SPACE 8,000 SF MAXIMUM 1 )1' TYP LOT G-16 1,900 SF l RE ET LOT G-17 1,900 SF Y i- / LOT G-18 U ° / 2,991 SF / I vWi w LOT G-19 ' 20 SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. STRE. W cd 2,991 Sr LOT G-20 / TYP LIJ � 1,900 SF 140' C� CO LOT G-21 10 FRO / to / 1,900 SF LOT G-22 T SE B VDOT STD. G-6 1,900 SF LOT G-23 qCK, T DRY GUTTER), I / 1,900 SF LOT G- 4 / \ l I f 1,900 F LOT G-42 I I 13+00 5'R, TYP-STD. 2/ - 4, HC-RAMP - TYP 91 6 TYP��LY ACE'1 L 9' I 5,126 SF FOOTPRINTS 8,400 SF MAXIMUM - 6 TOWNHOUSES W/ 1 CAR GARAGE & PeRKING APRON _ LOT F-7 2,471 SF LOT F-8 1,640 SF 42.3' 2,660 SF / TYP / 1 0 FRO I Y I .51C04C WgLK / / BMP G3 1 4 / 324'5;,,,VV 3 _" (252 ADT-) 14 P ACES \ \ 11 _A��/co , 12+00(UR RIVATE. 20MP 11 30' PRIVAT ET R.O.W. _ -� FR P' _ 5' R AR SETg K - YP� LOT F-9 1,640 SF LOT F-10* I 1,640 SF LOT F-11 1,640 SF WPO STREAM WALL I BUFFER ' - _ ' MODULAR BLOCK - 5 RESET RETAINING WALL - _ _B=�T YP� ` (6' MAX HT) - PRECAST CONCRETE BOX CULVERT WITH MODULAR BLOCK HEAD/WING - - WETLAND WALLS _ (8- SPAN X 4' RISE X 75' L) _ 0 0 0 0 0 INV. IN 349.00 00000 0 00 INV. OUT348.00 OOoO o 0 00 COMMUNITY PARK A I ISAMENITY � TO BE DEDICATED TO THE COUNTY OF ALBEMARLE � � �ONO A ®F)0000 SPACE PA �z O FOR PUBLIC USE AS A PUBLIC PARK MATCHLINE -SEE SHEET 16 STREAM 00000 - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� og� � , . Alan G. Franklin Lic. No. 35326 FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 MATCHLINE - SEE SHEET 11 _j I '1 %� # _j _ L LOT I-10 STREAM--\/DOTco I L — _ 5,767 SF / STD. HR-1 J __ %' a _ (/� co #P 1 ll z #P� O SINGLE FAMILY DETACHED w1 10' ) C I RESIDENCE W/ 2 CAR GARAGE AND _ _+ 2 APRON SPACES, TYP. z M20'W TYP,! 1 r- d N #P / WALL C ^ o �T / ON -STREET PARKING Z� _ MODULAR BLOCK - i Z I M T WHERE BLOCKING RETAINING EXC RG WALL (6 MAX HT ) Di4 - AY " 1 LOT 1-9 II / ON -STREET PARKING #P,I 1 / 5,767 SF REQUIRED FOR PARK 1 l ll 1 (#P) (14) rj #P �Z jj / 18 1 5' #P TYP. 1 5 1 6 � ON -STREET PARKING I � REQUIRED FOR PARK/ 152 6.5' 5' (#P) (2) 1 iRIO.W. 1 LOT 1-8 � 1 I / — 5,767 SF Y / #P � Q llWco Lu 2 I _ TYP. 'OE = - -�_r � l 10' SECTION OF #P I =TBAC VDOT STD 7 W/ NSITIONS TRAI I �—� E- LO ACK � ESQ _ � 5 SID T8 Ty� _ Q l o co U '1 #P N co II / LOT 1-7 1 - I 5,767 SF I -- 11 M 00 , I / a 0 AMENITY ll SPACE o U I o I L _ _ LOT 1-6 5,767 SF \ I 11 �\ � k VDOT STD. HR-1 \ _ I 10, - 1 _ � 1 \ x `.26 / I LOT _ 1, — 5,67SF BMP 12 WALL D PRECAST CONCRETE 'BOX CULVERT MODULAR BLOCK I " WITH MODULAR BLOCK HEAD/WING RETAINING WALL I WALLS (6' MAX HT) I d (4' SPAN X 4' RISE X 78' L) 1 / O INV. IN 342.50 u]_ INV. OUT 341.50 W � J II i STREAM BMP 13 I LOT 1-4 ll + I O I N 7,631 SF Q ll W 10' VDOT co \ / MAINTANENCE \ VDOT ACCESS EASEMENT; W \ s�. STD. HR-1 WALL D � 10SIGH ARO NT S-ET SPEED 10, LIMIT SIGN \ _T— INE ESK - ,� �' — TINE 5 = =�M 9' CONC. WALK 13+0p' 6 R.O.W. —1 TYP. 20' TYP. �� 1 VDOT #P 9' MAINTANENCE 9' ACCESS ENT CONC• _WALK 20' MIN. _ ETg CK IIdN SINr/-A-C- 1 SMT ;, rH TYP. ll / ll 1 ll m ll LOT J-38 W 1 ll 6,857 SF1�8cjljlu) w ll / � ll q ll PO STREAM uUFFER 1 _ 5 REAR s—qcK 1 r _ T- Al 0 0 � LOT J-57* \\ J <\\ 5,223 SF \\ /ool / /� TMP 80 55 GERALD ` � -o RUCHES POCI, * RESIDENTIAL ONE \ LOT J-56 12+00 °52' 30" -� #P G \ k R=2o 0=34'5'/- - °�� \ 5,214 SF DB. 739 P. 579 = 19 0 7 ( \ \ —F-- — � g 5 9 , --�' 35' �„ L-121. 4' ,-�'� �� #P T STD. CG-1 #P HC-RAMP, TYP �O,�C, i ";;; SPEE / \ , �' - --- - K 04�N P\- SNP jj_j 1 _0 \ 0' \20' 40' 80' / LOT 1-70* / AMENITY \ \ L _ _ 5,952 SF / SPACE \ \ A Y ll \\ z \ l0 11 \ —SETg�C 1 \ o U gA� P 1 _ 1 so I U J z LOT 1-71 * ll l j Z o 1 5,952 SF U00 ll / J 00VIA �\ W �2U � W _ W / i co O00 \ SINGLE FAMILY DETACHED \\ \ RESIDENCE W/ 2 CAR GARAGE AND \ 2 APRON SPACES, TYP. \ \ 13+79.15 \\ \ vDOT STD. LOT 1-72* \\ \\ \\ CG-9B,17P 6,541 SF \\ \ \ I1000 00 19' 18' // TYP. / 000 ' LOT I-73 \\ 5,237 SF \\ \ / \ �\ TING END OF AT/� TMP 80-55B \\\\ PARKING ZONE / DARRELL ULLERY000 \ RESIDENTIAL / \ DB. 24 78, P. 535 \ LOT 1-74* ' \ T PI. 5,228 SF \ IN y `SPEED to �� LIMIT SIGN STA. 16+44.57 MOSSY ROCK RD = STA. 10+00.00 LAZY BRANCH LN / LOT 1-75* \ 5,214 SF 1 �O I I \ ^I I I o 350``E k 6°5 s� �02`'� STOP PN� SIGN �Q 25MP -' #P II I \� I STREET NAME SIGN I \ 6P / LIMIT SIGN PAINTSTR PING AT END OF .......... PARKING ZONE 10' VDOT MAINTANENCE O \\ ACCESS EASEMENT \ O LOT J-39 ZC� A 64' 6.5' 5' 1 '� LOT J55* _ \ \\ v \ 41- R.o W. o \ 5,187 SF \\ 7,321 SF � ON STREET PARKING EQUIRED FOR PARK P • � � � 5 / // \ 0000 VDOT olo C LOT J-54* 6'ASPHALT LOTJ-40 \ �p 5,178SF \ \ TRAIL 6,102 SF-00 l000 7- 000 STREAM PARK 6' ASPHALT TO BE DEDICATED TO THE COUNTY OF ALBEMARLE TRAIL FOR PUBLIC USE AS A PUBLIC PARK '�p / ' �\ N� \\ ` � ' LOT J-53* \\ 1 MATCHLINE - SEE SHEET 17 �,�-In 11O/O///////%� v 5,169 SF\ % I 10, VDOT STD. HR-1 SPAN OF STREAM WALL E ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� og� � , . Alan G. Franklin Lic. No. 35326 T = N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 /MATCHLINE - SEE SHEET 13 I 2,4j7'4F LOT F-8 / ----� GARAG 20' / ' 1,640 SF TYPLOT F-9 �ARAG / 1,60 SF / - TYP LOT F S0* / LO,- F-11 /LOT F-12 L 1,640 SF / 2,745 SF 142.3' ►� I cj / /l ON. v / o l / N MT Lij 5 / z _ T� /. 1' W/ 9' / 31' � SPEED p;�, /N.) / - p / 1 LIMIT SIGN co 61' `n R.O.W 5 5' TYP. Y , 35'R / 6.5' _ Y' SA - -"_ V/L CONO // 20' GE F)A WALK TYP'. #P Y (PUBLIC l25 MP Q _�WP 3 / 61 i R.0.36; /STREET z ° / NAME SIGN / 24+00/ / 5, 11 _ N / #F I _ =NC WALK I l \ l 11 _ '- 6 TOWNHOUSES W/ 1 CAR GARAGE & STOP #F i 1 PARKING APRON SIGN I 8 GUEST PARKING ON 35'R I 20STA, 20+99.66 LAZY BRANCH LANE _ T�0' J 1 11 SEDGEWICK LANE \\ / STA. 24+31.33 VILLAGE PARK AVE P. I / (3 REQ. FOR BLOCK F) VDOT STD. CG-12, 11 HC-RAMPTYP I �/ w ON -STREET PARKING h // q co a / REQUIRED FOR PARK ge 10' ASPHALT VDOT ST `, 20, ico(#P) (3) 1 M p TRAIL _ i I ar / ON -STREET PARKING CG 6, TYP REQUIRED FOR BLOCK D (#D) (2) #D 20' CONC. CURB FLUSH 10, l �I I 1 / W/ SIDEWALK, TYP Cl (�/ 1 5 / 8.5 �,,;,;;- to a- / #D i _ I ADA PARKING Q 9,SIGN, TYP. W 31 / 5' � N R. .W. 9. 12 QI //g�CRO � 17•25, �VILIOI� / #P BLOCK D / / SS/`"ALKo rl` o I l it 1 AREA RESERVED FOR / O �Q� -_� NON-RESIDENTIAL/ Q2ED USE DEVELOPMENT I / #PLij (20,000 SF MIN-.) ova' II I Q _ I U PARKING/LO&DING Q; I Ljj / Y / ZONE SIGN4YP. ' °\\ ' � I � � �`� �l 11 TO BE DEDIC ATED � ��OUNTBY OF�A BEMARLE I 1/ _ Z // I 52' p / #P I , 11 ° l #P 11 — _ _ I / 29, 'IC / 25, � 81 ROS`SVVALK -� ON -STREET PARKING / REQUIRED FOR PARK O (#D) (24) VILLA/TOWNHOUSE W/ 2 CAR GARAGE / I 8.5' G)/' I I 11 AND 2 APRON SPACES, TYP. h // / (GUEST PARKING PROVIDED ON LOT) / N +I / / �'� i i G5 11 2�// �I 20' 1Z25' ADA PARKING 4' VDOT STD. CG-12 / z I / / A SIGN, TYP. 20' 5' HC-RAMP, TYP / v I 60' CONC. CURB FLUSH 12' / I 4+00 6.5' �W/ SIDEWALK, TYP �35'R / / Co CONC /. AMENITY SPACE ON -STREET PARKING REQUIRED FOR PARK (#P) (2) PAINTSTRIPING AT START OF PARKING ZONE STREAM MATCHLINE - SEE SHEET144 1 I\ GREEN 24 I WPO STREAM ' •75' CEN / BUFFER co e 8 I CENTERTER-NE OF BL I ` Eo I OFMPROV _ I I MENTS` � I I f?AVILIOV cl II AMENITY I I SPACE I O ; 0 I I WETLAND I I ' WALK /1 20' I 12 I I 00 1 0' O 000 � T--__ R.�.W.29s TEjAQ�I1'#P (PUBL#P IC25 E DR 25+0p STREET 5' P , R - . M (` #P /1) NAME SIGN 6.5' #P 76 l I i #P I ON -STREET PA ING 5, ee. / REQUIRED FO PARK 4 - I ; (#P) (3) 8,432 S FOOTPRINT SHOW lI CONC WALK l 11,000 S MAXIMUM o 10,F RONT—AC STOP N / 120, K, T—SIGN ,� T 63 35'R ,` P! N I / 20' , PE I TYP. #p I 45' LIMI SIGN I 60' O a J / Q I Q / LOTH-1 5,094 SF I / Z / #P ° - U STA. 23+79.66 LAZY BRANCH LANE -/ Ia / 20' N. Y / STA. 25+74.92 STEAMER DR I P. I I I o / 40' 18' / U W LOT H-2* �` TYP to I I lI 4,000 SF I cn I I o / to #P I I� I � I I I 160' w m I 11 I� / w o �? #P l II BLOCK H co 5' I / N-STREET PARKING I Z1' ° / REQUIRED FOR PARK I LOT H-3 311 ; (#P) (8) I / 4,000 SF PAINTSTRIPING 6 i #p AT START OF R IW PARKING ZONE I VDOT STD. I ,o / I CG-6, TYP I I a VDOT STD. CG-9B, TYP � LOTH 4 4,624 SF 10' SECTION O I VDOT STD CG-7 W I - ----- _ 5' SIDE TRANSITIONS S=CK, / I TYPE I I I C7 I FOR PUBLIC USE AS A PUBLIC PARK I (SEE SHEET 69) lQ v I I I I 0000 00000000 I I 000000�0000 I I 00000 O 0 I I 0000�000 / 0 0 0 DOo-000 I I Oo 150' / I � I WETLAND 000 00 0000000 000 000 O00 Do ()000 00000 00 00000000000 O O O 000000000 000000 0000000/ / 00000 00O STREAM 00000� 0 000, 0 0 0 0 0 u MATCHLINE - SEE SHEET 18 i SPAN OF t STREAM X / 6'ASPHALT / I TRAIL x / I / ` x / I X x I X i _ I 1 x i _ I 1 X X_X—! _ DOG PAR} + � + f I / ' + Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� og� �� . Alan G. Franklin Lic. No. 35326 T = FSS / O N A k- 3 Ak, i ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 I® BMP 11 STREAM MATCHLINE - SEE SHEET 15 STREAM COMMUNITY PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE AS A PUBLIC PARK 6' ASPHI�,T TRAIL 1 BLOCK J STREAM STREAM AMENITY SPACE LOT J-41 \\ 6,102 SF o .01 000 �j ♦ /��PAINTSTRIPING #P \ / ♦ / AT START OF \ PARKING ZONE �' \ ` ♦ / ` \\ AMENITY \\ \ \ SPACE #P P. \ { ♦ LOT J-42 ♦ TMP 80-55 6,102 SF 9.P. �\ ` / GERALD \ HUGHES RESIDENTIAL \\ / cw oo /! \\ { DB. 739, '� 579 ♦ / ♦ / / �Q VDOT STD. ♦ �V ;A CG-9B, TYP A\ WPO STREAM \ VDOT STD. LOT J-52* \\ BUFFER ♦ ♦ , 6'�♦ ♦ \ #P CG-6, TYP 5,283 SF o ♦ � � � � SON -STREET PARKING REQUIRED FOR PAS ♦ � LOT J-43 � � � � wo , (#p) (9) i 6' AS ALT 6,102 SF 0�\06, \\/�� SINGLE FAMILY DETACHED TRAIL cR 02 y ♦ t RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. oo .00 000 , 20' MIN. O \5' 002 LOT J-51 * \\ � ♦ TYP. O ♦ \ #P' o W. 6.5 0 — 5,274 SF SON ` LOT J-44 '� 6.5, v / yN \ .01 / G 6,102 SF m� P nZ / P ` _----- y s� ♦ ♦ / l000 ` BMP J1 ����P ♦ o \\ � � ♦ � 20' M I 5O0001, TYP. LOT J-50* \ { ♦ /�G / 2N 18' \ 5,264 SF { TYP. i / / %� i00 .01 LOT J-45 \ �!" ` \ 6,667 SF / ♦ ♦ \ \\ LOT J-49* , 5,255 SF \\ -o ♦ 18' ` / ♦ �' TYP.; 00 ♦ / //0000 �' ♦ ��� LOT J-46 \ \ \ i 7,232 u/ #P \ \\.01 \\ / ♦ ♦ #P 35 R � ZN koi ♦ ♦ \ /0000/ 0000� \ i 0000 PAINTSTRIPING ` i AT END OF \ 7i PARKING ZONE � { LOT J-4- 0 ` 6,667 SF \ NO PARKING SIGN (NP) � \`0000 w000 i 0000 LOT J-48 \ ,� 61 v \\ 5,691 SF \\ / /� ♦ i� �`�Q Op / STREAM BMP J2 XO / NO PARKING ♦ WPO STREAM �' SIGN NP BUFFER i ) 6' ASPHALT O O O O ° ° , STA. 22+60.30; 33.50' LEFT = TRAIL WETLAND O O O ° 10' SECTION OF — — O O ° ° ° O O O CENTER OF CUL DE SAC 000 O O O O ° O OD O O ° ° / VDOT STD CG-7 W/ MOSSY ROCK ROAD O O O TRANSITIONS DOO \ o °ooOOO °000°OOO � / OO 0000000000000000 VDOT STD. °00 0000000 DODoO ` CG-6,TYP °OVED O°00000000000000 °0000 \ ` / FOR FUTURE RIGHT-OHATCHED AREA F-WAY 00 O°000000000000 ` 0 °0 0 00 0 O 0 ° / DEDICATION UPON DEMAND \� ` OF COUNTY \ / 00000 0000 + / / i i \` N ITY x / SPACE °00000°/ TMP 80-55 00004 0000000 WILLIAM CATON x Ooo°0000o j l \ � 00 00000000RESIDENTIAL I `� / / 0000000 ` DB. 2701, P. 749 00)00000000 ' °000Ooo°OO DB. 1712, P. 589 00000000000000 I 00000000O°0000000 ' 000001 000°O°00000000000 000°00 0000° O x 0000° 0000000000000 °00000000000 o00000000000 O000000000 00( WPO STREAM 00000MMUNITY PARK 0°OO°OOO °0 0003 BUFFER I 000000°000000000°00000000 000000 O°°OOO° 00000 TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ° O O O ° O O X ° 00 °000 DOO FOR PUBLIC USEASAPUBLICPARK ` O00°000000000°0000°OOO°O00°°O °°OOoo00oOO°O0000°OO°O)00000O° / X ` WETLAND °DO000O0°0000000000000000000 I O 0 0 0°0,00( °00000000 Io06�00oO 0 0 0000DOOo00000O000 0 x oo°O°o °O� 00 0 °00000 °Oo°° / 000 000 ooOO o OO° OO°O 00C 0 000000 000 O°O°OO O 0000 0000 00Oo0 00000 ° 000 0000 O 000000O0da0000000000000000°°000000000°0000�' 00 0000000000 STREAM X ' °° O°°OO° /00°OOO 000C 0O°OOO �0000°OO OOOO°OO / 00 00 00° 0OO 0000000000000 000 0 0 0 0 O O O O° O O O o 0 ° 0 0 0 0 0 0 O 0 0 0 O O O 00000000000000 D�Ch 0000000000000000000000000°°OOO°0000°OOO°OO X ' I 00,000000000 °OOO°00 3 00000000 0° O°°00 ,°0000 °00000000000 °OO° O ° O O O ° ° ° ° ° ° � ° ° ° ° ° O ° ° 0 D 0 0 0 0 0 0 0 O°/0 0 O 0 0 0 0 0 0 0 0° O 0 0 0° O 0 0 0° O 1 O°°° 0000 O°O° O°O° O°O° OO°O °O °OO°OO°OO°0000000000�0 Oo000OODDC 000°00000000°000000000°DODO Oo00 0000 o0°O 00°O 000 OOO DOO ' 00°00000 00000000 00 O° 000000000 °OO° 00 -I_ MATCHLINE-SEE SHEET1�oo°°DDooOOO°OO°000000 �o°000000000OO °DDo O000 OO° OO°OOO°O O °OOOOOO 00(_ oo°� )000(_ O 0°°O°O ooOOO°OOOoo°OO / ►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 FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 0\ O 00 00 ID0�°0O O )0 0000 00 0 0 0 0 0 000°000 0 000 / 00000 O00000 o / °OO000OO° Ooo 00� 0 0 O 000 O / O W - _ l I I I I I I I\ / l I / I / VDOT I STD. HR-1 WALL J MODULAR BLOCK RETAINING WALL (6' MAX HT) 10, STREAM AMENITY SPACE BLOCK H LINEAR PARK W/ TRAIL EASEMENT ON LOT e, TRAIL LOT J-1 0 0 N rn to PRECAST CONCRETE BOX CULVERT _ Imm 10' �� WITH MODULAR BLOCK HEAD/WING o WALLS C O M M U N I T I (6' SPAN X 4' RISE X 70' L) PAINTSTRIPING INV. IN 349.00 TO BE DEDICATED TO THE Cc AT END OF INV. OUT 348.00 FOR PUBLIC USE AS) PARKING ?ONE i VDOT MODULAR BLOCK (SEE SHEE i I STD. HR-1 RETAINING WALL (10' MAX HT) WALL K AMENITY SPACE n 20� (� TYP #p' o � o \o TYP. O c" �J s> � Z� ocp 'o . c' o \ < \ o 14' �d' �� #PO \ \ / 14' S < 100, F 6, / ` 7 LOT J-2 / 5,892 SF / Q TYP 40'0LOT J-3 �O441 LOT J-4 / \ / 63' 45' 5,582 SF ON -STREET PARKING REQUIRED FOR PARK \e / LOT J-5 / BMP J3 \ / xM U LOT J-33 5,198 SF / 18' TYP. 10' SECTION OF_ VD STD CG-7 W� TRANSITION,'j 6p� Co VDOT 10, p - CG-9B, TYP -_54, 31' O T \ 2910 6.5' 55' 23' MIN. �\ „TYP. MAT HLINE - SEE SHEET 16 0000 0000 WETLAND 000 0 0 0 00 O Oo 00 O O O I VILLA/TOWNHOUSE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. (GUEST PARKING PROVIDED ON LOT) BLOCK J 6' ASPHALT DOGPARK TRAIL C \ "T_ 6,324 SF FOOTPRINT SHOWN 11,000 SF MAXIMUM S � 0 / Eck Typ 6'ASPHALT S R 1 TRAIL LOT J-32 Te�ck Typ 4,520 SF Q / / W 6,324 SF FOOTP INT SHOWN W / 11,000 SF MAXIMUM 2 / LOT J-31 cn 5,198 SF �� ON -BYRE ',KING W REQUIRED FO K 44/ W (#P) (2) (n / 4 / / W Z ?A / ///O//O% / LOT J-30 J p 20' MI 5,198 SF ----Ty � P. LOT J-29 4 520 SF �yep # 4 575 SF � � � � e s � � s3o�1�x°0 � •,�N / �, pyi �" vF3318 40'F #pT y 4,LOT J 6 6h VDOT STD-._. 20' 9 TY � % CG- TYP TYP. y 40 1/0. 4,520 SF / j ...ON Nw//w TYP F 6,324 SF FOOTPRINT SHOWN � LOT J-7 11,000 SF MAXIMUM \ 5,198 SF �m�%/////%/////// " T �� a a44/ j a ° LOT J-8 j a ° y 6345' 5,198 SF SPEE 23' MIN. 8,432 SF FOOTPRINT SHOWN �► ` S,4 / / / TYP. LIMIT SIG \ 13,000 SF MAXIMUM LOT J-9 cep, / �p 4,520 SF , TMP 79-25B ROBERT LIVENGOOD 40, LOT J-10 RESIDENTIAL / 1 1 �' 4,520 SF DB. 575, P. 609 10, _ ° 0 LOT J 11 " o / 5,198 SF m CO/ STD. ° 00O0 ` 441 WALL L J PRECAST CONCRETE DOUBLE BOX / ` %► ` ` % TCULVERT Yp HEAD W NGITWHALLS MODUL_AR BLOCK / (4' SPAN X 2' RISE X 60' L) / INV. IN 348.00 / �► � INV. OUT 347.00 AMENITY � \ / SPACE 8,432 SF FOOTPRINT SHOWN / 13,000 SF MAXIMUM 00000000 00G `, I °OO°OOO°OOr J �0 00000 /°° 0O� ° / WETLAND 00,00 0 O0 0 J O 00 I 000°0000�00 1 °°° 0 0 O 0° 1 1000000000 °0 O /000OO°000° Oo / I °O°O0000° / 1 000 0000 TMP 79-25C 0 0 0 O DANIS WILLIAMS 0 O O o °0o 000 °O°OO oo / RESIDENTIAL ° ° ° ° ° ° ° / 1 0 ° ° O ° ° ° ° O DB. 4207, P. 348 I ooOOO°O 000000 000 0000° 0000000 / 0 0 0 0 0 0 0 / 0 0 O O 1 000000 do0o000 / � O 0 0 0 0 / ° ° ° TMP 79-26 / DONALD RIGGIN RESIDENTIAL DB. 1031, P. 209 i / I I i 0 10, 20' 40' 80' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T / og� � ' . Alan G. Franklin Lic. No. 35326 T = FSS / O N A k- 3 ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 °000 00U�1,- - o° jam- o000°. °���� + f + MATCHLINE - SEE SHEET17 0o0000 0000oo0000o° 000� vn OooO°o°c0000000000oo0oO / 000 WPOSTREAM 000 000o O° \oOOO 000000000 00°DO°O100 0 )o0IOwOO° °°°°000000°000000000000 oO0 / -� / ' 00 00 BUFFER / 00000oO°000000000c0000o00O�00000000 0 0O° °° 0000oOO 00 00°oo000O 0000000 0000°` 0000° ° ° - f /� ' O0°00000 0c00000 ° O00°�100°0° 00OD000 °000'°OAS 20' 40' 80, + \ 00000 0000000 °00 00 O ` + / BUFFER EAM 0 0 0 00 1 0 000000000°000° ° O �� 0000000C 0 O 00000 O 0 O O °0 0 ° ` + X/ ' WETLAND°°OO°°oOOO°0000°OO°°°000O°OOO°000O°OOO°° 000 °00000 ooc000 000000 000000 / DOGPARK + / ' O°000o0000000000°��OOo°0000000 00°000000000 ` + ` 6'ASPHALT ° 000 �000 O° O / BLOCKJ TRAIL 0000000D00000000000 + +°o°oOo000 0000coo�°o000000 oo0°OooO000OoOo°O° c0oo0°000°°°O°O00000°oO°00000O + ` + � 0000000 0oo0O°O oo0o°OO 0 0 + °3000CC00000°O0C 000000° °0000 DOG PARK ' 0000000000 ,O° 0 0 00 O 0 O + + COMMUNITY PARK °00O'00 °OOOO° ` *41#* ' TO BE DEDICATED TO THE COUNTY OF ALBEMARLE STREAM FOR PUBLIC USE AS A PUBLIC PARK ` /+ (SEE SHEET 69) / loom 8,432 SF FOOTPRINT SHOWN 13,000 SF MAXIMUM + / �o / I \ 8,432 SF FOOTPRINT SHOWN / AMENITY + / U ASPHALT 13,000 SF MAXIMUM ° + O ° SPACE �+ / TRAIL WETLAND 0 0 0 ° 0 0 0 ° O / \ +� 6' ASPHALT ° 0 O 0 O 0 0 AMENITY TRAIL — ) 0 0 00 0/ SPACE \ / O 0 0 / ' O O \ 00000°0O / 000000000000000oc. 5 E SETgP \ \ \ I 000 000 P — — _�� 00Oo0oo00000000000O/ 00 — — 0 000 000000000 0000000 0 0 0 O l—` 6,324 SF FOOTPRINT SHOWN 000000000()00 0000 Lu000 11,000SFMAXIMUM 00000000000°O°00 000 �� \ LIJ S 000000 Lu sFTegc \ 00000000 00Cut) 000000 °OOOO° K \ \ 5 Lu / k yp c00000 0000000 � �gPG m\ U / 00 0000000000° // 5RE R O ° \ 40' / W 0 000000000 00 0 0 0 0 0 0 0 0 ' / WETLAND 00 / 0 ° O / \ \ \ 1 LOT J-21 \ LOT J-20 0 0 \ 9,438 SF .0 \ / / 00 \ \ 5,717SF � STREAM ° O \ \ / Q o O \ (51 LOT J-22 0 0° \ N (P63 5,103 SF 8 0 0 0 \ m 45 00 LOT J-23 Z / 00 ° 0000 \ V A A 5,272SF /03 O°000 40 O0 Q 00000 LOT J-28 m ° 37 0 ° o ° 1 0' LOT J-24 - -A j \ oo°OO \ \ 5,198SF / 5,198SF 00 0/0000000 ° \ LOT J-25 1o'VDOT 0o°00000 \ 4,520 SF MAINTANENCE / �"� O c 0 O \ 63' LOT J-26 \ \ �j ACCESS / QV 00 O°OO°0000 45' ° °� \ . 0 C J MOD EMENT 0®L q� \ 4,520 SF 7 i = a % o ° O LO 0 cn LOT J-27 00 o sF� C)o� QQ 18' / PRECAST CONCREiE D&BLE7 OX — — L N 5,198 SF a a / �! \ 23' MIN. T / VERT WITH MODULAR BLOCK P. ♦ '� 0 O c�4,�Ib�cc�6��4 i \ r �` O sE�e STA. 36 40.00 R END LAZY BRANCH LANE 0 O° I LIQ 348.00 V a A0 F 3'+ ,� \ VDOT V OUT 347.00 7 00 'o n / \\ CO � STD. HR 1 � Ar � N� TYP 35+00 VDOT STD. \ r I S6$°o�0�„E CG-9B, TYP 10' - ���°� \ #P� CONC. WALK NPR R.O.W_ �° #P ---� �. --�� #P n N 20' 1'" TYP. ' _ ;' #P #P #P #P °i `/ B� 5 MPNi r ON -STREET ��RKIhLG ��__ ii n ��----- nZl 2 -- - -- - 33+00---------JL--------- _ �r Pula\ 6.5 \ C®NC #PO(11RED FOR PARKS �20 6 3�j 3 A-37°44'28" C- i I- PAINTSTRIPING y 216.7 (S 94 09' 54"E) ,.,.. AT START OF PARKING ZO Wp o 23' MIIN. A / LK 23' MIN. TYP. 'm 45' LOT J-12 0 63' 5,331 SF w _o I co 8,432 SF FOOTPRINT SHOWN 13,000 SF MAXIMUM LOT J-13 4,449 SF / ww­ P VDOT STD. <NP> 18' T SEA p,\ ♦ CG-6, TYP TY �0, FROM / e : a G• WALK STA. 35+73.39; 33.50' RIGHT = CENTER OF CUL DE SAC LAZY BRANCH LANE TYP. _;/ m � LOT J 19 � SF 787 545 10 FRONT ETBACK, TYP. j" \ ,vn ° , TMP 94-1 10' SECTION OF HATCHED AREA RESERVED / PIEDMONT NEIGHBORHOODS LP VDOT STD CG-7 W/ \ LOT J-18 FOR FUTURE RIGHT-OF-WAY RESIDENTIAL TRANSITIONS \ 4,520 SF 'a \ AMENITY \ SPACE I DEDICATION UPON DEMAND DB. 4301, P. 211 FRONT SETBACK ALIGN W/ ACSA LOT J-17 \ OF COUNTY / \ / EASEMENT, TYP. (10' MIN.) 4,520 SF DB. 4192, P. 124 1 1 n 1 0' LOT J-14 I I LOT J-16 40 4,463 SF I 6,625 SF — 1 0' LOT J-15 m co6,980 SF I Lu VILLA/TOWNHOUSE W/ 2 CAR GARAGE I `f' \ AND 2 APRON SPACES, TYP. I \ / (GUEST PARKING PROVIDED ON LOT) I I \ K �BAG, -�Yp I I I 5' REj / 4 I TMP 80-47 BETTY McCLANAHAN s R sETe RESIDENTIAL I — _ �, — — � DB. 1184, P. 718 I 8,432 SF FOOTPRINT SHOWN I 13,000 SF MAXIMUM I AMENITY SPACE � I I ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 NAL ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ►Ian Franklin PE, LLC @14 M 370 390 mc 370 360 PROPOSED GRADE WEST EAST — — — — --- -�--- ---------- ---- ---------- ---- ---------- — — — — — — — — — — — — — — — — — — — — — — --------- --- --- --- 665'2IHTLINELEFQQIYlPEQ ---------- — — — ---- -------- --- — — — — — — — — — — — — — — — — — — — — — — ---- -- O w w m m BUTTERFI ELD Z LANE DECISION Z O POINT O Z Z O O U U w w w w U) U) 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - ROUTE 250/BUTTERFIELD LAME SCALE: 1 "=20' H; 1 "=10' V AGET —--------------— --- —6 5'SIGHTLINE EFT(60MPH)3.5 ---- ----_ w O m Q Z O Q Z O U w U) 7+00 6+00 5+00 4+00 SIGHT LIME PROFILE - ROUTE 250/BUTTERFIELD LAME - LEFT SCALE: 1 "=20' H; 1 "=10' V 0 390 9�l WE 390 :s 370 360 2+00 3+00 SIGHT LI1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — 7 3.5' TARGET Q Z O Q Z_ O U w u1 U) 4+00 5+00 JE PROFILE - ROUTE 250/BUTTERFIELD LAME - RIGHT SCALE: 1 "=20' H; 1 "=10' V 6+00 390 •, • 370 360 me MOM WE moil 7+00 EAST WEST --- -------_6fi5'_SI LL1NF�EFT QOMPU)------- ---- ---------- — — —— ---------- ---- ---------- ---- ------- --- ---- 66 --- -- 'SIGHTLINEL -- FT�60MP� -- ---------- ---- ---------- ---- ---------- ---- -------- 3.5'TA G 3.5' E ISTING/PROP SED RTE 250 TURN DECISION LEFT EXIS GRADE ING/PROPOS D GRADE POINT 400 390 '1 • • Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com c� v Alan G. Franklin Lic. No. 35326 o �. N A L LIJ =W J (D C� a o LL < Z � � J� w oJ� z m } J H N � _ W U) � � (� U U) �Z J Z o oF_ LL Lu 0 Q%m w Q U' _j� w � a z _ 0 ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET 0+00 1+00 SIGHT LIFE PROFILE - RTE 250 LEFT TURN INTO RV SCALE: 1 "=20' H; 1 "=10' V 2+00 3+00 4+00 5+00 6+00 OF 751 ►Ian Franklin PE, LLC 390 370 EXISTING GRADE_ —( —_—__—_--_ ROUTE LAZY BRANCH —PROPOSED 3.5A GRADE _ _ -- _FTLSM HL__— 280_S TERRAPIN LAN ---- ---_ _-- DECISION POINT 3.5' TARGET 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (WEST SIDE) SCALE: 1 "=20' H; 1 "=10' V 39C WO 37C 36C 2+00 390 • 370 360 3+00 EXISTING GRADE I 390 f LAZY BRANCH LN. ROUTE 250 I _-- TAR 3, _SI HT LINE — _ 380 ELEFTS25MP �.— —----------- 3.5' 280'SIGHTLI — —_—_____-- ---- 370 PROPOSED — — TERRA IN LAN GRAD 3.5' TARGET DECISIC N POINT I 360 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (EAST SIDE) SCALE: 1 "=20' H; 1 "=10' V 390 ie 370 360 BUT ERFIELD LN CUL DE SA ----— — — — — — — — — — ----— — — — — — — — — — -----280'SIGHTLI--FT(25M H) ------------ 3.5' �E LE3.5' ARGET CREEKSI E DRIVE D CISION POINT PROPOSED GRADE LINE R►G1 5 M (2PH) _ — 280' SI 2+00 _--- 3.6T 3+00 390 370 360 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - MOSSY ROCK RD/TERRAPIN TRACE SCALE: 1 "=20' H; 1 "=10' V 380 380 370 - ------___370 — — — — — _ — — 280' SIGHT LINE LEFT_C25 PH,L — — — — — — — — — — — 280_SIG T LINE RIGHT 25 MPH 360 360 ---- -- -------- ---- ---- 3.5' TARGE CRESC NT AV PROPOSE DECISION POINT 350 GRADE 350 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - MEANDER WAY/BUTTERFIELD LANE SCALE: 1 "=20' H; 1 "=10' V Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 T = FSS / O N A L LIJ =W J (D C� a o ZULL) < (D � � J� w oJ� z m � } J H N Z _ W � � (� U U) �Z J Z oz� o LL LU C) m w Q%Q U' _j� w � a z _ 0 KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 370 360 350 340 --- 3.5' TARGET ---- — — — — — — — — — — — — — — 280' SIG T TERRAPIN TR LAZY BRANCH LN _2$ �SISSHI L1NF IGHT1.25 MPH _ _ -------- ___ ----- — 3.5'TARGE 3.5' DECISION POINT \�__PROPQSED GRAD 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - BUTTERFIELD LANE/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V 370 360 350 340 370 360 350 ome 2+00 370 360 350 340 3+00 STEAMER DR BUT ERFIELD LN ---- ---------- ---- --- -- �IGNIL.INE L(25mP13) ---- ---------- ---- --- ---------- ---- ----- 280'SIGHTLNERIGHTL5 PHI — — — — — — —— ---- ---------- ---- -------- 3.5 3.5' AR ET CATTAIL!714�� DECISION POINT PROPOSE GRADE 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - CATTAIL COURT/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V i � ' 280' SI 3.5' ARGET 7 CATTAIL CT I STEA ER DRY L5PH)------------- ---- ---- --------------- �/I 3.5' VILLAGE A DECISION POINT 031 3+00 2+00 1+00 0+00 SIGHT LINE PROFILE - VILLAGE PARK/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V 1 +00 2+00 LINEI�I_GFiT125MPH,�----------�-----�----------�----�--- 2+00 370 TARGET -366— 350 340 3+00 370 3.5' TARGE 360 350 340 3+00 CATTAIL CT CUL DE SAC 370 — — — — — — — — — — — —— 3.5' — — — — — — — — — — — — — — 80_SIGHTLIN ---- ---- ----- ___�80 SIGHTLINERIGHT125MP� ___—---------- --- --- --- ---- --- RIGFiT_(25MP — — — — — — — — — — — — — — — — — — — — — ``II 5' A GET PROPOSED 5' TARGET STEAMER D GRADE 36 POINT 350 340 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - STEAMER DRIVE/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V 2+00 370 360 350 340 3+00 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 c� v Alan G. Franklin Lic. No. 35326 N A L U) W J ILL O I..L W Z J F_ V U) Z O F_ U Lu U) ry W F_ Z KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 PVI STA = 11+10 PVI ELEV = 379.73 rn A.D. = -3.00 00 K = 16.67 PVI STA = 13+14.76 PVI ELEV = 369.49 50.00' VC J 00DESIGN SPEED = 25 MPH A.D. = 1.80 w - K 111.16 w w J 200.00' V o w LO co D ESIGN SPEED 25 MPH O 6 00 z O M M C6 + 390--0�. Lu t + � w > w M �, co �� 390 Q J N W J EXISTING GRADE � ~ M � Lu W PROPOSED GRADE N > d O > J J 0� W — d W � O O� __3_-- -- �w -- 380 380 U 0 -5.00R% + z M w } O Q w > J W 00 LO co Cfl + U)O U7 ii z �w >o Lu ° w Q 370 370 w M �'�^ Z VJ ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AN + `T° J w W STRUCT JRES WITHIN THE RIGHT -OF- AY SHALL CONSIST OF TYPE Iz _ _ _ _ — z SELECT \AATERIAL AS DEFINED IN SECTI360 O--HE 2016 U — — w 36O \ROAD AND BRIDGE SPECIFICATIONS AND MUSTOBE PLAOCED N SUCC ESS J o UNIFORM LIFTS NOTEXCEEDING 8" AND COMPACTED TO 95% OF I HE SOIL'S ~ MAXIMUI A DRY DENSITY AS DETERMINED BY ASTM D698 cn O U O w Q 350 2 350 340 340 OEM In M � M O M CO M N O to co d m (v co � co O) co CO cn t" co OWN cry N O co M M O� � O 0 0 OIL In N C oo M� N O 0 0 OWN p o0 O� � O � co In N 0 0 � O Lq r I� M °o N N N N N N M Lfl I� O) r` °0 N Lfl q N O O M f� O N o °o �d �r N o °o �d �r N A o a� Od ao °o ai a� o A N N N �`� N N A o O O O O O Op O f� m m co 1 O CO LO Cp CO co CO N CO CO o O 00 00 co O O Lf) O O O co O N O N O O O O O m o) h M 00 M 00 c� °o c� °o c� °o r� M M ti M ti M ti M ti M ti c� cv) I� M ti c� r— co c� co c� co c� co c� co c� co c� co c� to c� co c� co c� co c� co c� co M co c� co c� Ln c� Ln c� co M co M M co co co co co co co co co co co co co co co co co co co co co co co M M M M M 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 3 390 380 380 00 370LO 370 360 360IL 00 00 U) 350 350 3 340 17+00 18+00 19+00 BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 16+60 — END SCALE: 1 "=20' H; 1 "=10' V LO cfl `w PVI STA = 10+75Lu 390 390 LO /Ir 380 380 370 370 ILL 360360 350 350 O M 10+00 11+00 12+00 13+00 14+00 15+00 MEANDER WAY (PUBLIC) PROFILE SCALE: 1 "=20' H; 1 "=10' V ALL FILL. MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND STRUCTURES WITHIN HE RIGHT-OF-WAY SHALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED INS SECTION 207 OF HE 2016 VDO ROAD AND BRIDGE SPECIFICATIONS AND UST BE PLACED IN SUCCESSIVE L.P. ELEV - 353. 5 ° 2 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 698 L. .STA = 18+45. VI STA = 18+3 P I ELEV = 353. 0 A.D. = 5.20 K = 26.51 � 137.90' VC M w � DESI N SPEED = 2 MPH � z_ + J (� W W Q � �! EXISTING GRADE � � _ � w � � � � Z � w PROPOSED RADE ^ � � M > + O M O 0' N Q V J W J ~ w o 0° + rn J a w � w � Q � z z aw QQ �,o �m o a� OW � �o 0 ~ ~ Ow W rn O O o O � o lq 00 � Op o � o O N lq Ln oo c� 00 � N co � o� 0o O N rn co op O 00 In Ln � In Ln � In Ln O In Ln Ln In Ln Ln In Ln � In LO � In M In LO Ln M In Ln M Ln Ln Ln L(j M M M M M M M M M M M M M M M M M M M M M M M M � M � M > z PVI ELEV = JJw �PVI �76.15 A.D.-4 0 STA13+00 �U PVI ELE = 362.65 L.P. ELEV = 357.95 ~ 0.00?V� A.D. 2.95 L.P. STA 14+93.68 o � U w ? DESIGN SPEED - 25 MPH K = 3.93 PVI STA - 14+80 � 100.00' VC PVI ELE = 357.15 � � o m DESIGN SPEED = 25 MPH A.D. 5.05 " z � � +o ti o coo EXISTING GRADE K = 6.00 � � � � � U � o+ � PROPOSED GRADE o0 LO — —v� � J � 131. 8' VC M u z � - a � -2.00% -2.00% w w o LO � w w w — LO N M � > Z O � W — — > J �+� M M CD � 00 � W -6.00% — d W j � Oj L j M f Q —�— —_— d u~i w ALL FI L MATERIAL SUPPORTING ROADWAYS, EM ANKMENTS, ND — cn _ .05% — 0- � .00% SELECT MATERIAL A DEFINED IN SECTION 207 O THE 2016 VD T ROAD N � AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% O THE SOIL'S U O MAXIMUM DRY DENSITY AS DETERMINED BY AST D698 0 � �O Ow d, 11') d, 11') M 11') � O O In Ln O LO � Ln rl, LO d, Ln � Ln � Ln O Ln M O O O In N (� I� O� O N M r O O O O M O Ln � O O >~ M O M O O O O O O In CO N 00 � CO Lt) CO � M N O 00 O � Co O � N � (� O Ln (� O M O O M CON � O � O 00 O O N O O CO d7 � O O O O O� O O O ti O O O O M O In f O h ad h M� M O M O M O M O M O M O M o M O M O M O M O M� COO� M� COO� M� M� M� M� M� M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M ►Ian Franklin PE, LLC evol Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 06 (D P�T H OF c � Alan G. Franklin � � Lic. No. 35326 CUSS / O c \� . NAB _ A V J W J ILL Q ISSUED: 02-20-20 SCALE: REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 751 H.P. ELEV = 377.86 H.P. STA = 11+7 VI STA = 11 +70 L.P. ELEV = 69.63 63 ALL ILL MATERIAL UPPORTING ROADWAYS, EMBANKMENTS, AND P 1 ELEV = 379.16 L.P. STA - 14 61 STRUCTURES WITH N THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I A.D. = -8.00 SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 V OT ROAD K = 16.25 PVI STA = 1 +35 AND RIDGE SPECIFICATIONS AN MUST BE PLACED IN SUCCESSIVE PVI ELEV = 68.56 O 400 400 ._ MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 DESIGN SPEED = 2 MPH K=26.6 00 Cfl 160.0' V � ii w z (0 EXISTING GRADE m DESIGN SPEED 25 MPH w Q + PROPOSED GRADE w z z 390 390 > w w J (0 M M - M `° w c•M W J w J w + M M L0 CV Q w + N 7 L w LL. U > Lr M Q 380 a- ' --- w > w w � J v380 __- -__ w 0 0 < w m =Q -- �--- LL o z - -- 4.00% co ti Q -4.00% - - _ > co m o_ O CC M - - - -- ° 2.00% 2.00% -2.00% W G -20370 •w __- - 370 _-� o� ww C) o o� UO cfl UO o� �W `fl W w rn z I-W c)0 o� �U) U) - cn0 + J �� wo 0 360 0 ~ T W 0 ~ 360 > H > Z co W U 350 350 d (D M v- Co O (0 O I� Ln M O O � 00 Ln O M 00 O M M 00 00 Ln C1 O M Co (D O M un O (0 f� t0 O N Co r (0 M Lc) cc Ln O 00 00 O"T M m O N O I' M M Co O O CO N O O Co N d. (c O Co CO O N Co O 00 00 M (D O O o NN M M rr NM M co ni NM Lf) OO M M M M co M co co �i Oti M M �i Oti M co ni Oti M co N ni Oti Oti M M co co o of Oti OOco M M M co M M c) r co �o M I co h NM M� M M INN c) P co ni I�� M P- co NO M� co o ISO c) P- co o ad ISO OO c) (0M c co M t OO M c M a COO M(0 co M COO M M N OO M� M COO O M� M� co M O M� M O M I co N O M r- M �i • O M r- M M Cp M 10+00 11+00 12+00 13+00 14+00 15+00 16+00 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 W L.P. STA = 17+01.70 01 50.0' VC 01 w 00 0,PPP PH PVI ELE = 368.24 0o (0 U L.P. ELEV = 370.91 O A.D. 8.25 00 CO p L.P. STA = 16+65 K = 6.85 > < �, (0 j O PVI STA = 16+50 4 O 304. ' VC ( LO J o N °M° w W PVI ELEV = 370.31 - DESIGN SPEED = 25 MPH NN o _ - - J M 400 K - 15.00 N W > > W �- - N W + O _ W N W 90.0' VC r U) N N ti w CN w N DESIGN SPEED = 2 MPH 390 Z W > o + __- Q ~ � 0 o W 390 3 w J 390 J Y ~ J W W W d J EXISTING GRAD w / >� 2 M U PROPOSED GRADE i O `r' O J O U +z �- _ _ 6.25/° v00 � Li 380 Q -co _ _ - 380 380 > w W + 38O C G CO TECH BRIDG COR SINGLE RADIUS STEELARCH SPAN Q u ONCONCRETE STRIP FOOTINGS OR EQUAL ~ w (28'-10" SPAN 7'-5" RISE) U o Q MODULAR BLOC HEAD/WING ALLS, TYP. U O - --4.00% > °�CO 77 A 370 370 370 w - 370 Ow Z, icn i= J o () 360 360 360 Q 360 to 0 ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND ~ w STRUCTURES WITHIN THERIGHT-OF-WAY SHALL CONSIST OF TYPE I H SELECT MAT RIAL AS DEFT ED IN SECTIO 207 OF THE 016 VDOT RO D OP OF FOOTER AND BRIDGE SPECIFICATIO S AND MUST 3E PLACED IN SUCCESSIVE LEV. 358.00 UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE OIUS 7350 35 MAXIMUM DRY DENSITY AS DETERMINED 13Y ASTM D698 350 35 fl- d• O ICO (p Ln Ln CO O O O N I� In ti O CM ni ni c� V) 00 O I" co (� O Ln O� M ao (O I- O O M O N O O V rl � O O h V N N O I� CO CO C� l� (0 O r M ao O o 7 M d O M of Ln N Cp N O O O O ad M ad M ad a O O O M I- a co O M I a N (O O (O O (O r O r M I M I- M ti M I- O r M I O N M I N O M M I (O co (O M I M I N ;d I� Ln I� I� I� 00 M I- M M COO M I M COO M CO CO r M CO of CO co M CO N O M CO a O M CO O O M M ai O O 00 M M M 00 O d M ti ni N � M� M� o M� ai Cp O M� O O M� O M O M M M co M M M co M M M M M co M M M M M M M M M co M co co co co co co 17+00 18+00 19+00 20+00 21+00 16+00 17+00 TERRAPIN TRACE (PUBLIC) PROFILE; STA. 16+60 - END CATTAIL COURT (PRIVATE) PROFILE; STA. 15+80 - END SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V H.P. ELEV = 375.71 O H.P. STA = 400 L.P. ELEV = 360.43 PVI STA = 14+9LO L.P. STA = 10+49 PVI ELEV = 376.71 PVI STA = 10+66 A.D. = -8.00 Q PVI LEV = 359.75 K = 12.50 390 . - U)390 o~ K = 17.00 00 DESI 3N SPEED = 2C MPH w M W 02.0' VC EXISTING GRADE + � + _Z II > ? DESIGN SPEED = 20 MPH PROPOSED GRADE It r- co Ln m co J 380 J > j j 31380 w-- --- w U U L0 _- o z + coo O J 2 O M w �- 00 > ___ 370 370 Q w - II Qm -_- U) N > Q d 360 TERIALSTRUCTURES 360 WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I Immumffm2mm SELECT M TERIAL AS DEFINED IN SECTION 207 OF THE 2O16 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 DENSITYAS DETERMINED BY ASTM D6 8 350 3 50 O % I- O rl• CO IP N Ln N O ti d. O) CO f� �. ul N cry M c,� O) f� Lf� M CO O) A cp f� Llj M M c7 M A O I� r; c7 u') M M ti O N f� CO Ln U') M d. N I� m c7 ��i ni h h rr h 0 �d ad O O O h 0 h ai h o O N N O M rr h O O� O� O O O ti oo O M ai O O N O N N O ;r N h N N N M ad N co N ad N u od N� ad N LO � N� N N M <r N M M( M M( 01 M( M( M( M( M M M M M( M M( M M( M M( M( co co M t M t M c co M M M( M M t M M M M co M co M co M co M ti M M co M co M ti M M ti M M co M M� co M M 10+00 11+00 12+00 13+00 14+00 15+00 CATTAIL COURT (PRIVATE) PROFILE; STA. 10+00 - 15+80 SCALE: 1 "=20' H; 1 "=10' V ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 1,11111 P_T H OF 1//�c Alan G. Franklin Lic. No. 35326 ,i o 41 N A k- ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ►Ian Franklin PE, LL( PVI STA = 10+49 PVI ELEV = 373.24 A.D. = -4.11 K = 12.17 r1n n, yr 370 360 350 340 330 L.P. ELEV = 357.57 L.P. STA = 13+87.96 PVI STA = 13+73 PVI ELEV = 353.45 A.D. = 11.11 H.P. ELEV = 362.70 H.P. STA = 15+93 PVI STA = 15+86 PVI ELEV = 364.10 A.D. _ -9.00 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; 1 "=10' V 370 360 350 340 330 C 370 360 350 q) M L.P. ELEV = 345.01 VI STA = 21+1 P I ELEV = 343.14 A.D. K = 26.67 w 0 DES( N SPEED = 2E MPH Z) EXIST ING GRADE U PROPOSED GRADE U w o 0--- o I co > w w a. O w -- — — —-- -- +O + O w J� J — w W C. 0 Co LL + O + N N r— \_ ~ w Q 0 — _ Z w �z w LLI 3.50% 0 — ---- J U Q 0 U� , N 0� U co O U O • O ALL FILL MATERIAL UPPORTING ROADWAYS, E BANKMENTS, ND O STRUCTURES WITH N THE RIGHT-OF-WAY SHALL CONSIST OF co 0 PE I Q > 0 H O� O� SELECT MATERIAL S DEFINED IN SECTION 207 F THE 2016 VDOT ROAD o DO w w AND RIDGE SPEC( (CATIONS AN MUST BE PLACED IN SUCCE SIVE UNIFORM LIFTS NO EXCEEDING 8" AND COMPACTED TO 95% C F THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 I- cp qt qt c! Ln qt d. f� qt Q0 O 't p T7 ' c! It 00 Ln 't M f" 't tr� O � Mqt o0 cy c! Ln � � p f� d. O 't cy a0 't n c! It % Ln to 00 f" r Ln cci r CO (D Cv� N (D M O n O r b co % c! co 00 f� r rA M 0 b O m N CO m c+, M M ad co cfl O O O cfl O cfl CO O 00 cfl O I� (fl % O (fl V O Ln cfl O � cfl of M � M � N In M r In O � ai O d O d 00 d� ki d. rl co d co d Ln d Ln d Ln d Ln d h V) d rl V) d rl V) d h co 'I cfl O d[ d co d d M c'') M M co M M M M M M M M� M M M M M M M M� M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 17+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V L.P. ELEV = 360.27 1 D QTA - 7'Ii7q PVI STA = 3+36 c'M PVI ELEV = 59.72 O� O A.D. = 4.)0 M w K=37. 0 co 11 z 148.00' C O� z w 0-1 ESIGN SPEED = 25 MPH + M J w 0? N > 2 > d w + co U U EXISTING GRADE w w < r z w PROPOSED GRADE CC. m co + J J w It _ J ll qZ LL LL O -3.00% — — — _ cr _ O > N w 0- Q — 00% .0 ° J ROAD 0 PHASE 1 — — — ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND 00 STRUCTURE WITHIN THE RIGHT-OF-WAYSHALL CONSIST OF TYPE I U) SELECT MATERIAL AS DEFT qED IN SECTION 207 OF THE 016 VDOT ROAD O AND BRIDGE R SPECIFICATIC E NS AND MUST BE PLACED IN SUCCESSIVE O w o > MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 O M O M ON N O M O Ln N In O 00 ti N (gyp (Mp (Np (Ap O cep O O aj O O O M M co M M M M M M M co M co M M M M M M M 23+00 24+00 19+00 20+00 380 380 370 370 360 360 350 350 VILLAGE PARK AVE (PUBLIC) - CONTINUATION OF PHASE 1 VILLAGE AVE PROFILI SCALE: 1 "=20' H; 1 "=10' V O M 21 +00 L.P. ELEV = 365.90 22+00 370 350 i 330 23+00 L.P. STA = 26+74. 1 VI STA = 26+1 PVI ELEV = 365.07 A.D. = 5.50 K = 37.09 cC°o 204.00' VC II z DES( N SPEED = 2 MPH m w w CDCDO J w H N `o `Y' M U w w U > w J w Z 00 W z J a —.1 EXIST, NG GRADE w o PROPOSED GRADE N oo + — _ 7 11 N 2 — — f N + till J I I Q z Q — _ —__ > NO 4. o — — 0- Q cn m ----____ ------- cnw > N 1 Oo/ o J ----- TIE TOE 1 DOF _ PHASE ROAD U ALL FILL MATERIAL SUPPO RTING ROADWAYS, EMBANKMENTS, AND p STRUCTURES WITHIN THERIGHT-OF-WAY SHALL CONSIST OF TYPE 1 O SELECT MATERIAL AS DEFT ED IN SECTION 207 OF THE 016 VDOT ROAD [-- AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE O w_ ~ UNIFORM LIFTS NOT EXCE DING 8" AND COMPACTED T 95% OF THE SOIL'S > MAXIMUM DRY c''> d co �� DENSITY AS LO n c'? cci �ti DETERMINED 00 (fl Cq M �ti BY ASTM D698 r n N �� O CO 1 �� N l) O �� r % M ai �� O CO O ad 10 M i,� O �� O 1" O cfl �� 00 1" O cci �� N CO N rr d. M r` M M M M M M M c' O M M M M M M M M M cM cM c'') c'') cM c) c) M 25+00 26+00 STEAMER DRIVE (PUBLIC) - CONTINUATION FROM PHASE 1 PROFILE SCALE: 1 "=20' H; 1 "=10' V 27+00 390 m 370 360 350 0 0 0 0 0 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 O NAL KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 370 360 350 340 0 0 0 0 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 H.P. ELEV = 362.02 H.P. STA = 16+82.23 PVI STA = 16+51.68 A.D. = -6.06 K = 29.73 180.0' VC DESIGN SPEED = 25 MPH 370 co 360 w Z J 350 U Q E TOP OF FOO 340 ELEV. 348.50 M :. O J C.0w eM F- �:; Z _jU wF- cf' o � o LO M +Q > T W J H W V)U 7 CONTEC BRIDGECOR SINGLE RADIUS STEEL ARCH 'SPAN ON CONCRETE STRIP FOOTINGS, OR7YpUAL (28-10" S AN X 7'-5" RIS ) MODULA BLOCK HEAD WING WALLS,. a M r ���q �� ���Ocli Iq �O M MM rco o MM, � (c M coM co M 17+00 LAZY BRANCH LANE (PUBLIC) PROFILE: STA. 16+20 - 23+00 SCALE: 1"=20' H; 1"=10' V 3701 3601 3501 340` 370 360 350 340 C L.P. ELEV = 358.29 W L.P. STA = 19+35.68 Q PVI - � PVI ELEV = 357.55 A.D. = 4.00 ") w > c� K = 37.00 01 148.0' V w J DESIGN00 SPEED = 25 MPH > 0 Q EXIS1 ING GRADE o co o ai z PROPOSED GRADE Q0 � o m + O 00 M +O M ON W + Lu > W 2.0 % -- N a- J W J W � U 2.00°i° < 360 J Ow >~ 8' (SPAN) X 4' (HT) BOX CULVERT f, (.0 N N o O 't o0 o co % o O O o r d I� 00 co �', oo N h M ao o 0) N ao r- O M N 00 �n O In °o N LO O ao b �co b �'�L b b LID c,)Ln b c,)Ln c)� ML M� 0) ��LID MV Mu') co co co co co co co co co co co 18+00 19+00 20+00 STRL CTURES WITH N THE RIGHT- F-WAY SHALL CONSIST OF TYPE I SELECT MATERIAL j kS DEFINED IN SECTION 207 OF THE 2016 V OT ROAD AND 3RIDGE SPECI --ICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM LIFTS NO EXCEEDING " AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY AST M D698 N-t 0-)I Nqt v-� ltjm l(j0) �O lj0 �O M M M M M co M M M c o fie' ) 21 +00 N.- "t cNp N M O co 22+00 Cps �� CNpco Vico �pIt M co M co M co M co I 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 L.P. ELEV = 354.14 CR Iq CN N L.P. STA = + 19.11 M Q M PVI STA = 30+48.7 j w w a O PVI ELEV = 351.3 w w U A.D.=4.56 0 ()Ucy) —Lu< K=109.76 EXISTIN ao� Mw owwo N > GRADE — — --- ---- -- --- — Maw DESI N SPEED = 25 PH PROPOS DGRADE --- — — — — — <w-- ', � U c~nw0 0) M _ N M W Lu 0 w w + rn N � o� vx, --_ �� N O 0U) U U (n— PP , EMBANK EN w U) _ J STRUCTUR S WITHIN THE RIGHT -OF -WA SHALL CONSIST OF TYPE 1 O w z �� OUBLE BOX SELECT MA ERIAL AS DEFINED IN SECTION 207 OF THE2O16 VDOT ROAD > _ O w_ OCULVERT AND BRIDGE SPECIFICATIONS AND MUS BE PLACED IN SUCCESSIVE J > > A' (SPAN) X 2' ( T) UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S 2 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D6913 cM O cV c0 p" N O to N o) M "t 0o cn N d M CO N 00 p) O) ti M1— M ^ I` ti N ti N M f� In ti ti d L) 00 ti N M N rr �r In Ln ly �n �n n n c o)l )l2 cnM Lco ��n c) � V O L O L L L LID 00 LID . L 0) L Q.d) 0) L Q. 0) L coI` co co co — co tdO c0 MIn cM0 N coLn cM0 cM cM co M M M M M co co co M M c M M c`) c`) M M M cM co co M MM 30+00 31+00 LAZY BRANCH LANE PROFILE; STA. 29+80 - END SCALE: 1 "=20' H; 1 "=10' V 32+00 33+00 34+00 35+00 36+00 370 Colo 350 M$ �340 0 M M M Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c �'0, Alan G. Franklin Lic. No. 35326 W o N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 I A \ \ ► A \ �0 10' 20' 100, 200' ►Ian Franklin PE, LL( 400 ----- - — YELLOW STRIPED — /-GORE- - _ \ _ LIMITS OF — / MILL & OVERLAY, TYP _ I INV.370.�6— / 0UBLE YELLOWI STRIPE _ — — — ___-- / .00 / O — 1.3 LF OF DIP-@ '296% / \ rob LIMITS OF NEW \ / PAVEMENT, TYP — — ADJUST Y 4 D�I'd�A�.� \ APR q� _ % AS ° FIBER OPT/ l — �J0 12�� / / \ �� DEEDED\ DR/l/EW.4 Y POST W371. /� / // /�6 \ \ - \ / — / / / _ �� — INV. 3�8.16 \ \ TMP 80 468 \ \ A UBREY SHI FYRETT B. 1414 P,261 \ I 11/0 —EIF(TRLC- POLE& l I INV. 392.50 \ \� ' k�� j / \ — — PRONE-PED— \ \ \ \ \ \ \ \\ \\ \ O 44.8 OF 18 RCP I @ 3.73% PHONE PEDESI7AL / FIBER OPTIC POST 00 / TMP 79D-18 MB � � \ \ \ \ \ \ W R. GREGORY MAGRUDER RESIDENTIAL O \ \ \ \ \ p — -- \\ \ \ \ \ \ \ Vex \ P. 175 FIBER OPTIC POST INV. 390.83 LANE TRANSITION SIGN &\I I TMP 79D _ 17 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / INTERSECTION AHEAD SIG / \ \ \ oMABLBOX / I � / / / I � � \ R. G EGORY MAGRUDER l ESIDENTIAL \ I \ \ \ \ DB. �68, P. 175 \ \ I I \ \ TMP 7 D-19 7�D-16\ \ \ \ \ \ \ I / R. GREGORY MAGRUDER I l — — \ \ \\ \ \ \ \ \ \ I . G G Rl%� M�GR(�DER' / \ k I / RESIDE TIAL I / I I I- -�-, I ► \ \ ROES EI�ITIX DB.368, ' \ I I 1 I I I ► I � \ \ \ \oIZ I \ TMP 79D- 5 I 1 1 \ / N / R. GREGORY MAIGRUDER l l I I I I► l i l I I \) \ \ / RESIDENTIAL I / I \ I ► I �\ l DB. 368 P. 1175 I I / I / \ \ I ► ��I I _ I _ /\ I \ I I MATCHLINE -'PEE SHEET 31 l Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF I/ Alan G. Franklin Lic. No. 35326 O �v F`SS / o NAB 06 2 w li � z Z Q U J j O H m � J N W z LLJ cD oza z �Qw a Q >m � J Q J Q ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 0' R. 57 LF OF 15" I Z t 20' DRAIN E ME NE - 1 \ RESERVATION ZONE EXTEND 372 v I �•v i E E TE ABOVE) W 0 *(SEE NOTE ABOVE 12 DIP 6 L SST= _ DOT STD M 37 CONCRETE O I \ SI GLE FAMILY D TACHED I I 00 INV. OUT 367.20 \FLUME/FLOWFL�NE BETWEEN + I C / I R DENCE W/ 2 AR GARAGE AND IfV. IN 36 ND SECTIONS S 2 RON SPACES TYP. I INV. OUT 368.20 I 15" FES \ (BOTTOM WIDTH 2'; DEPTH 6") \ \ INV. �\ ITY / \ I mom mommom I mmllllllllNNW _ AME I 367.00 �I mom SOONawn nowSPACE\ �� ASPACE� ' '� sD II X X 3' D CAPE I mom I /384 + X + X X *(S NOTE O \ + X + X + 3 X + X I X + X X UFFER X X I Lu-- II � TMP 80-46B AUBREY SHIFFLETT � z_ � —� � � — — — — — — X +� + +� *(s NOTE ABO E) \ I z RESIDENTIALwon I s m I / 2 3 \ \ J 11 DB. 1414, P. 261 r --II - - �— \ SPEED D J _ / IT SI N N W III I a LL JII o o~o i I r \ 111 - �\ II I I 11 20 DRAINAGE Z) EASEMENT, TYP. \ \ \ m \ LOT I-15 I (PUBLIC) I\ \ \ + II 5 424-NSF I � LOT I-16 LOT I-22 I � � I � LOT I-2A�- 5,424 SF LOT 1-17 OT I-18 I LOT 1-20 LOT 1-21 37 .50 37 .50 I LOT I-23 37 .50 ,7,547 SF II I 5,424 SF /LI LOT 1-19 5,424 SF I 5,424 SF 1 ,5,939 SF N� — — \ \ 376 �� � I/ 5,424 SF � 15,424 SF � I � I I 5,939 SF � STA. 12+70.85 BUTTERF LD LANES \ \ I 5/1 WATER 1 I STA. 15+99.28 TERRAPIN ACE T W �y METER (WM), TYP. W O \ \ X 1" TYPE K COPPER / '� \ \ 3 I I I I I I I 1 I II \ \ WATER�ERVICE, TYP.-��DRAI \ I \ u1_1 I/ I I I I 4" PVC SAN. I I / I I I 1 VDOT STD. \ ' I I / I EASEIII P. Z� II �W \ 'S% \ X L��, TYP I CG-9B, TYP / 172 (PUBLI \ v M12 II 2M13 �'I I —IT TL I I I I I 1 �\ W \ \ \ )LI ZEA M NT, \ I OLT- _ EASE ENT, TYP. u 70. \ X \ I \ ---� ,� TYP. I 3`,;,, ss PAINTSTRIPING \ s I s AT END OF �. 3 R6 I �� II R „ Q `�y �� G X ARKING ZONE s " AC�A S S • S S S %CSC# S.S' S S S 8 ACS S.S. R S S S S 8" PLUG ID \ 2Y \ C C. WALK ONC. WAL p CbNC. WALK X T� - ,S, A WM '` I N f, W WO O \ -- 1 +00 , , ---- I 3+ �� ------ j ---90 �� - -- No sD — M^� _ _ � 8" ACSA W.L. 'R' 1 -FQ� ACSA W.L. R �'I _ / PARKING 15+QQ � � 2M11 g° ACSA W.L. 'R' 6-FQ W W \W Tl� W W W W W W W W W DV W W SIGN W �/� -g'� W W W- -�200 DT� — I � \ � I � � � � TE RAPIN TRACE � PAI STRIPING 6 G.� _ --NO PAR G \ AVAILABLE GUEST, ^ VDOT T E� STOP 8" X 8' TEE BEGIN TERRAPIN LANE SD SIGN (NP) �� 8" X 6' TEE i ON -STREET P G PUBLIC: 25 MPH) �' VDOT Y SD 1� I Sp AT START OF SD SIGN (3) - 8 G.V. STA 9 Q+00.00 ( FHA # 2 2M10 \ (2) - 8" G. PC = 10+14.50 "� 2P2 2P1 PARKING �oNE PC = 12+99.51 PERMANENT VDOT�D. + + NP > STOP NP>r co, o, + ;o;, o' + ,o \ TYPE III BARRICADES \ SIGN WM WM C ELK _ ��� CONC. WALK co o .. . , CONC WITH MUTCD \ - 11E-b1D OF ROAD" � � I 6" X 6" T \//% + VDOT ST . CG-12 6 G.V. VDOT STD. CG- 2 ; SPEED VDOT STD�',,,CG- SIGNAGE 375.15 H -RAM YP . C LIMIT SIGN 374. 1 STA. 11+90.66 TEF�RAPIN TRACE = STRE T 6, FHA #S HC-RAMP, TYP E 4" PVC SAN. ; „ HC RAMP, TYP NAME IGN 0.00 MEANDW� LATER L, TY 1 " TYPE K COPPEFTYPE COPPER PER WATER SERVICE, TYP. � TE� SERVICE, TYP. I I I ,. Z v /8" WATER p X \ PARKING G \ \ 0 5/8 (_EER-_I TY ° -LL METER (WM), TYP. %,,,,,,�1 SPEED 2M9 2 11 PAINTSTRIPING \ \ DRAINAGE / " " LI IT SIGN `O' 1 SIGN � i 4" PV�AN` � AT END OF-- / � 1 J- EASEMENT, TYP. \ \ ( \ i LATERAL, TY �_ RKING ZONE 2Y1 \ \ ` - - \ I I I (PUBLIC) 1LLJ \ o / LOT 127 LOT 128LOT I _ 29 LOT I-39 � � / � x + ,935 SF � 4,596 SF 4 644 SF � ,� rp� � � \ - LOT I-32 1 \ � k� � LOT I-3Q L0T 131 � 7,149 SF 11 ' 5,952 SR 5,9`52 SF I I + \ \ i \, AVAILABLE GUEST, I \ I I I I S2O o ON -STREET PARKING BLOC I \ \ \ \ \VVA/1 O LL I I > o OT STD. CG-6, YP I WM \ v \ I o + - \ \ LOT 1 40 ��/ \ _A \ zi � � VDOT STD. 36 I PAINTSTRIPING � a^ \ \ \ \ 6,481 SF \ \ -- — — — — — — — \ \ \\ 00 ,, - CG-6, TYP - � - AT END OF Z — \ T PARKING Z NE LOT I-38 _ AVAILABLEI GUEST, C- — ON -STREET PARKING 7,681 SF -icor �\ yCRN� v Q // / 0 LOT I-33 � - � .., \ \ 7,021 SF 1 o- C _ \ \ \ \ LOT I-41 V� %' �o 70 o` / N-STR ET PARKIN t o 5,952 SF V \ M �� 2 o / ' ' o � 5 I � <� O -� REQUIRED FOR PARK �co 00 PAINTSTRIPING LOT I-37 �� / 2 8 S AT START OF 8 SF / _ A I 2S 0 PARKI M NG ZO 14 ACSA W EASEMENT, A o NOTE. A // TYP. 364 � REFERENCE APPROVED APPROVED WPP 2018-06017 FOR ERO�ION AMENITh\ � � � � � � � � � �\ �� �� // \ � PT 15+ I � /;'' Q 00 SEDIMENT CONTROL PLAN, S�TORMWATER �ANAGEC�ENT LAN, � � \ SPACE �� \ V� � � � i � � � � � LOT I-34 � 4.66'� ND STREAM BUFFER MITIGATION PLAN. AV 15 DRAINAG 5 766 SF � co V \ LO -42%` / EASEMENT, TYP. MA�CHHH)LINE ' SEES NEST 32 5,95 F \ �� \/ / (PRIVATE) L i _ 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 Lic. No. 35326 o NAL 06 2 w LL � Z z Q U O J j H m � J > N � jW z LLJ cD oza z LLQw a Q >m � a J0 A' Q 0� ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 BM SET/M�N. I Lu I I NOTE: FERENCE APPROVED WPO 2018-00017 FOR EROSION & ELEV.3B1.50 / I z 380 I I J i % SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, / .AND STREAM BUFFER MITIGATION PLAN. W I TW 372.00 _ \ / / I � ° 100' 200' I _ _ - l INV. 369.48 � _ \ / / I I I 5 L 4. 15" \ 63.8 LF OF 15" \ / / / I \ I N V. 37644 �75.00 P @ 4.70/ AMP@ 2.67% 1 \ / / I I \ \ I INV. \ \ - - -- -- -- _ /-- -- - \-�-- - - - -- - - R.U. -- \ \-- -- - L - -y-� -- --- / ' \ _ = _ - / / / \ \\ � FIBER OPTIC / g SIGN U.S. ROUTE 250 (55 MPH 6� R.O.W _ \ / / PAVED �\� 5 \GN DITCH - O_ _ - - �1 N� GRAVEL / / \ _ - - _ _ ---- - - - - DITCH \ =380= - � � \ Dl� \ \ SIGN - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � -- - - - - 23+00 24+00 25+00 26+00 27+00 28+00 \ 29+00 - - - - - - - - - - - - - - - - - - - - + F ER OTIC / + / V UL T j - / 8. I 382 / Z 84 37�3811.9 / 8 10' SPHALT TRAIL 380 + 379.0 376 I W/ SHOULDERS 380 + _ °/ MAX. CROSS SLOPE) FIBER OPTI� + / 1 384 74 I / POST - - � 6 �72 / REPLACE OHE � I I O HF=-389 HE � OFi DRIVEWAY / J / CONSTRU - - 70 I I / 3 390 --� APR®IdF& 15"- OHE - HE / OHE OHE `OHE OHE / D O EX. 15" CMP / CULVERT I - \ X / RIM 3 .5 368 I I / I I / � INV. IN 377.15 / � � O + INV. IN 367.78 m 394 INV. OUT 377.00 1 P INV. OUT 167.68 20' DR IN GE I I Lu / SPACE EASEME \ � / � W / 48 LF OF 15" EApw E ENT, P. / I ♦ I / � I P; BL / RCP @ 2.�i 5% \ ( U C) / / ' / \ \ L \ U) � �� � TS FAN •� � TL /- - � - - - - - - �� - � \ W / m _ / LLJI RIP RAP \ \ + \ X I .OUT 66.36 / I X + / + \ \ \ \ + III \ \ + \ X z X / / � + J /X + X + X \� -- --- ---� _.-�`.- - -- - - - - - - - = -� Q SWM/BMP I I I I I \ X �+ �� \ 00 / I FOREST/OPEN / \ • BR�q SPACE EASEMENTLLJI O II G w 2 I \ \ I \ I x " EL ENCASING PIPE FOR / II II \ \\ \ \ 3II I I 331 \ \I I II I I I I =O 391.33 _ I 92.83BR�ro WATERLINE ARCH 375.83\ 37\3378.33 I 380.380.32.83 3�5.39LOT 1-25 CROSSING AS REQ. BY 4- 388.33 1 389.83 391.8� 33 7,547 SF 373.00 \ \ \ I I 3g2\ \ 1 \ \ + J 5/8" WATER I LOT 1-26 \ X \ METER (WM), TYPIO . / 5630 SF/ I 1 \ U / 1" TYPE K COPPER PP , / // � \ \ m / 20'DRAINAGE Q WATER SERVICE, 4" PVC SA EASEMENT, TYP. I I I LATER TYP. / / L�T I �0 LOT I-5� LOT 1-53 LOT -57 LOT�1�9 4" PVC SAN. \ I LOT 1-49 1,860 F \ 1,860 SF LOT 1-52 2,418 SF _ OT I- 5 LOT 1-56 LOT I- 8 LOT 1-60 LOT 1-61 LOT 1-62 LOT 1-63-- i I r i I `rr�' I / \ 2,41 SF FF 378. 0 1 FFE 379.50 1,860 SF FIFE 381.00 2,418 1 SF ,860 F 1,8 0 SF 1,86 F 2,418 ISF 2,41F 1,862 SF 1,860 SF 1,860 SF 2,418 SF LATERAL, TYP. + _ FIFE 3 6.50 PRIVATE S.S. FFE 381.00FFE 38 .00 FFE 86.50 FFE .00 FFE 38 .00 FFE 390.50 FFE 392.00 FFE 393.50 FFE 394.00 „ \ 46' ACSA \ FF 383.50 FFE 392.50 I 1 TYPE K UOPPER EASEMENT I� � _ _ _ I LATERAL \ / 14' A SA 7 WATER SERVICE, 1 ,I EASEMENT EAS MENT, TYP. I I X CD 14' ACSA - / 3 380.00 I a . 384. 87.00 391.00 392 50 5/8" WATER 8. 0391.50 393. 0 EASEMENT, - 370.0 378.50 381.00 2.0 385.50 O �9.50 I I ......, I METER WM2R3 I ` I II I �I.i I I� Iiioorooiioi �. I ( )1 I I TYP. I 1 I S S `TYP 7S Ti0. R4 'R-S S8 S"ACSA S.S. T8 S S S Is S I SD M SD DWM m \ 'X6- TE 1; 15SD WM + WM SD 2R1 1 2R2 0 i-T W 17w O (W00 ADT) w ` ----- -tipJ - - v - = ii ACSA W. L.' 'R' W 1 _ +� 8° A�SA W.L 'R' W W - 20 0 W (200 AD riv W 21 +0 W - � ACSA �N.L.�t 1 TI I WW Q I I 1 (2) - 8" G.V. " X 6' TEE / '� II III 6„ V. I I ► "G.' TERRA, IN TP,AC uj - - 1 I I I I I F 3 (PUBLI - 25 MPH) z0 I Q � 8"G.V. 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L _ LOT 1-13 / _� ` I LI_ - �OT I-67* T I-65 5,950 SF CSA SF ,8 SF 388 • -� II I I I ASEMEP41952 R3 / 3 '' YP. co a _ x I 7,062 SF w ,� I _ I -- STREAM I / / I V1IM T5 I %;,' I I - + o 6 _ LOTI1-68* I I I x I - LOT I-12 � � � �� / Q � I I / I I 6"X6' , I w \ 5,950 SF I O 2 SF _� I \ i 1 6 I I FHA U1 I I II I I - - - - - - - � / _ _ SWM/BMP I 'ley O N _ I I = \ _ = I FOREST/OP E� � L I I \ - _ SPACE EAS M LO 1-69* \ LOT 1-11 �/ 1 3 5,95 SF + � 5,914 SF B % w I INil x MATC L E- SEE SHEET 33 /RESIDENTIIAL J I I I i L�B. 3641, P.,400-409 DB. 350, P. 594 I x / i I II / / I / NOTE: REFERENCE APPROVED,VNPO 2018-00017 FOR ERASION & / SEDIMENT CONTROL PLAN, STORMWATER ANAGEMENT PLAN, \� AND STREAM BUFFER PM TIGATION PLAN. / 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 T = NAL ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 0 10 20— 100, \ \ 200, 49.10 LF OF15/ o \ I \ \ \ \ \ \ \ \ \ — — — — � LIMITS OF ASPHALT I \ 1 /8L� INTERSECTIO��_ I\\INV. — — AHEAD SIGNDOUBLE YELLOW ST PE YELLOW STRIPED GO E /S/G/�— PA VED �-G — ----- ----� - ---- ------ — ------ --�---------� �--------------------------- \ --- ---- — lvcc INV. 364INV. 363.62376-f�,— — EX. OULVERT I�BER-0(10) MAILB— — y POST 31.2�P OF12" LIMITS OF W _ / 0* \ O / � � � � \ � j �/ / A \ PAVEMENT, TYP � \ / \ TMP 80-58 \ �JAMES RICE \TEMPO ARY CON TRUCTION EASEME T OR LETTER OF 7 / —I — � X \ / RESIDENTIAL I PERMISSION FROM'OWNER OF / \�� OHE OHE OHE OHE �E 11 / — — — — — DR. P. 4 OHE OHE OHE OHE OHE � -------OHE OHE — — 6+1� — — — OHE OHE OHE OHE �� `bHE �= 09 OHE OHE TMP 80-58 TO BE AQUIRED I �� — / i— \ — - DB. 35 6 Fpl1 OHEI OHE PRIOR TO CONSTRUCTION / / — / I , OHE - 56� 608 TMP 80-58A I I MA YBESS I = I I w JOH SON \ - - I / ir RESID NTIAL -\ _ w I \ DB. 568, P�. 608 Lu \ I , x141�k X aF / / -----� I TMP 80-53 COSGROVE / RESIDENTIAL DB. 2821 P. 505 C7 TMP �0-54A TODD C SGROVE RESIDENTIAL - - DB. 39918 P. 409 L l \� DB. 17 1, P. 672 DB. 3 4, P. 399 '100 ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_T H OF 1//�c Alan G. Franklin Lic. No. 35326 o � NAB ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 MATCHLINE - 1EE SHEET 27 / NOTE: 10' 20' 100, REFERENCE APPROV/ ED WPO 2018-00017 FOA EROSION & SEDIMENT CONTROL PLAN, STORMWATER/MANAGEMENT PLAN, AND STREAM BUFFER MITIGATION PLAN. / \ TMP 79D-13 TMP 79D-14 / / / TMP 79D-15 \ II - - R. GREGORY MAGRUDER \ I / R. GREGORY MAGRUDER U R�REGORY MAGRUDER �ESfD�NTIAL RESIDENTIAL I- / PRESIDENTIAL - - - / / Q / D�` 368P. 175 _ - DB. 368, P. 175 / DB. 368, P. 175 , = / TMP AD-12 0 \ \ I \ R. GREGOO MAGRUDER- / REST ENTIAL \ \ \ \ I \ I \ \ DB. 3 8, P. 175 SWM/BMP FOREST/OPEN SPACE EASEME Zz low 20' DRAINAGE EASEMENT, TYP. - / (PRIVATE) � X X X \ 2 x Nil 21_4 � S�M/BMP x -� �,�_ FORESTJ PEN I \ I -- - � �6-60 t 5.0o \ / I !- -- SPACE EASEMENT \ • _ - _ �. _ - - - \/ 3 / \ FT ` 3$4 9a I / 376.00 moo � ® ° ° I / O \ 30' ACSA EASEMENT F OQ 375.00l RESERVEDFOR FUTUR EXTENSION \ \ - I II 1\X \\ LOT I GSI-1025 o / ..,T x•2K4 _IVI�LO^, w T Go-12 LOT G-11 I3,786 SF ° ° 1,962 SF 2,007 SF 1FFE 376.0C 0 1 FFE 378.00OO°Oa°�_ 1 FFE 377.00 2FFE 385.00DOO O O LOT G-7 O OoOO\0 -i18 SF LOT G-8 LOT G-9 2FFE 387.00 000OOo O0° 1,954 1,958 2FFE 386.00 ODOOD° 4 LO, G-/ 13n/ / OooO°o1FFE378.00 1FFE378.00 °OOO 387.00 ,991 SF OOO° LOT G-5 3,107 SF 2FFE 2FFE 387.00 2FFE 387.00 I 1 Sl 1qI LOT Jy(�GM' I � I --1 4 OO°O00OO°°0LOT-1 LOT G-2 LOT G-3 1,936 SF / FFE .1,900 SF (0 O0000000 G-4 FFE 3771 FFE 378.00 FFE 376.0/0 0000 3,019 S� 1,924 SF 1,928 SF LOT 2FFE 387.00 O 1 FFE 374.00 1 FFE 375.Ort1 FFE 300 1,932SF 2FFE 386.00O000 OO 0 O� 0�0° O � 02FFE 383.00 2FFE 384.00 2FFE 385.001 FFE 376.00 1 75000O \�O 0� °00000O°O 30'ACSA �2FFE385.00 77.00 30'ACSA LOT I I G-I 1I I5 O000OOO°�0°O0 37�AO EAS MENT,1,900 SF°O00O000EASEMENT 0000o°00Oo037�IIo DWWM _375.00 TYP. FFE 375.0 0a� °000°O°OO 8,STUB TYP WMI03 4-000000 0000003 0 00000000000 oM 0O00000000 I Ie°00 O O 0° 3i2. 73.00 0Do O �O 0 SD W ° IQ 5O �O-00O - 6.. 0000DW �-P-LUG 52TC 75.2 5.0oO00c B.o.A.oDDOo5.60 0OD� 00O° 00o0000 \ 3 OOT 37 .34TC E.ND O 0000 06.26TC 00000O0O B7544 8„ AC AWW W W 0OO O o O °0O 72. S7 4TC 15+pS 0 0°8" X:RED 14+ 0°0 6"1I W WETLAND 000w000371 67TC 6+0 E: C (P374. 2TC0O0O gwSq CSABLOCK G O000-374. 3O0o 45S7�T TC B - S S� ..:S VVO O 0 O S 3T3:55T °O° a S �.31TC C0B O3 2J7 C O 370.90TC / I I ° / / \ 1. 2TC 370C I I 3 I x 4.00 / �Wb9� / / D 3'r0 A W1 / I i \ x I i �I � e 374.00 °� _ -��a 2J6 / 368 TYPE K COP 7 .00 -�/ATER SERVI E / � X X X X LOT G-25 I TYP. I � 4�VC SAN. _-372.00 •. ; . / C 5 2,454 SF I / LATERAL, TY a Z'Z- - _ \ \ \ O 0 O O ° O ° 5/8" TE FFE 37-5.00 LOT G-26 / / \372.00 20' DRAINAGE O 0 O 0 O O BFFE 367. 1 71�SIF / _ EASEMENT, TYLOT G-27 P. ° O °00 O O O O O E R M), 1.836 SF - �T_ - \ - O ° O ° O O x FFE 376.0� L0' G-28- 371.00 (PRIVATE) t) �O 0 0 0� 0 O / BFFE 367.00 FFE 376.00 2,991 SF / 00 O 0 O O 0 �00 000 X / BFFE 367.00 FFE 376.00 1 - \ O o O o 0 0 0 O 0 O O 0 O BFFE 367.00 - - 0000 00 - / 2,991SF 00000°DO000Oo0 / LOTG-29 \ \ \ \ \ 00 0000000 0O _366' 00000° 0000000 O' _ FFE374.00 LOTG-30 - _ BFFE 365.00 °0 0 0o O O OD s P � .� ` `�a 36�.00 , g . - / - � I ' 1,900 SF LOT G-� / O 0 0 0 0 0 0 0 �QPEN 366'.00 / , a - BFFE 365.00 FFE 373.00 It -1= 900 S 0 ° ° O O 366 00 / - F E 37�00 1,900 SF 1,900 °O 372 o000O o0O0 BFFE36300 _ _ \ 0 ° O r�E�EAc ENT I I BFFE 364.00 STREAM \ O�O�O �0 0 0 0 ° 000000000000 \ ^ \ WETLAND \ \ \ 0 O O O O 0000 0 00ou0 o X X S 3 L`J°= I I -000000 00000 00000°0° X r1 - °°OO°OO � J o000o\0o\0Duo0ao0yT 00ayTO0\o\ O0 D\ aO \ 0°OO0 \ O° 00000 0 000O 000o0ooO°OOo°°OO 1 0000000OD00000 \O o 013 0000000 000o OD0000° 0 ID O000°0000°00 °DODO O O 20 0Go 000o O0000OO oo0000000000 00 000000000OSEMEToT°Y, ° PO. 0000000000CEA�f0O 0001 O0000 00( �l T 000000oO0000000oCCCC0 00000o0000000000 oo 00 O00000O 0O°0000°OO O 000000N00 0 OQ 0000 O000°000O00000/0w oo°o 0°00000 ooOO oOOCC00ODO000O Oo OC oo000°�0O 8°0 oO O O04O4°xj0° O 0o0o 0 0 o oz9 obo O 00�0° 0O00 °000O00oo00°000°OD0000OO°OO°D0°° 0O�((00ooO1'0o\oo °D)oo� 00000oO°000°O 000°0O 00Oo0()000009o 00 0 00�000�000000000 00 0 00=0 0000 OD000000000000000T00000 00000000 000 000000000000000000 000000 00000 0 0 00 0000000°°0000000000 °O°°OO°OO°0000ODOOOoo00O0°000000°00O 0 °OO°o0°O°DoO00OO°OO 000°0000°Oo000000000000 OOoo 0 000O0°00O00OOO° --- / 000 \00000oOO000 0 000000o0000000 / _ \ \ \ \ \ \ ° ° ° °0000 co °moo A/I --m BLOCK E / \ M \ x _VV--� 1 _ Kwt I � / / \ \ \ \ B OC�C I I \ x -__ ./;/ x S, \ \ I I \ \ jjj w IA( I a �/IAT � Ll - SEES E 4 x _ 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 T = FSS / O N A L 2 w LL � Z z Q U J j O H m � J W z LLJ cD z ozQ �Qw Q Q> m � J Q J A' a 0 0� ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 HL'INE - SEE SH EST 28 v \ / \` `\\ i\� \ MAT LOT 1-36 /LL / \ 4 F 0 S 1 cp.M 0 10, 20' 00, 200' 1 1 \ \ // i n _ + W NOTE: / � 2 REFERENCE APPRO, ED WPO 201 -00017 FOR EROSION & / N v v �. _ SEDIMENT CONTROL PLAN, STORMWATER MA AGEMENT AN, \ 1 \ / / \� y \ W \ \ \ \ \ s �/ ' ' / AND STREAM BUFFER MITIGATION � x PLAN. � � � � � O �"� � DRAINAGE W \ 1 \ \\ \ sS \� \i / EASEMENT TYP. / LOT 1-43 ' ss ;% / \V / (PUBLIC) 1 W �_i Z TMP 79D 15 1 o \ 6,436 SF \ ' ACs,,,, ,,IVIIVI. �/ LOT I-35 R. G EGOR MAGR DERV - - - - - // MI 7,622 SF �- 1 REST ENTIAL \ \ s �/ 114' ACSA �- DB. 368 P. 175 I \ i o EASEMENT, 73 ti \ / 1" TYPE OPPE V ♦ / BEND I � / WATER SE ICE, T 5/8" WATER M _ - - _ _ 360.7 _ I I I I I I I METER (WM),g'4GS 61 _ _ _�- / _SD M7 4 PVC SAN. / SD /� LATERAL, TYP. � , � �. � I / + LOT I-47 \ e 4,�QQ 7,404 SF \ s 3 \M _ sp SWM/BMP \ \ �\ 02 M M6 S S FOREST/OPEN \ \ / \ �; M AD W SPACE EASEMENT \ \ / M 'A (PU 8 X 6 TEE / \ ,� r _ „ .2 _ 5 p M. 2 8 G.V. /SWM/BMP / I I \ \ \ / / _ M (1) - 6" G.V. I � � , ,W M FOREST/OPEN _ \ \ D AA J I 2M � SPACE EASE7NT STREAM S � + / / BLOCK G LOT I-45 x / / - -- _ �,842 SF�WM�' y / / I BLOCK I 6„ X 6 TEE ` 5� LOT I-46- 11 6 G.# \ 8,722 SF �/ - / � FHA S1 + \ _ EASEMENT, 1 74.00 / /� a SD (PRIVATE) Z SD /3� -00 xzz:7 \ \ 2M4 LOT 147� 11 C) 7,577 SF II L \ 1 1 �/ � i sD f � 2S 1,900 SF Z / � 36 0 � \ I SWM/BMP \ / �/ � 11 II LO , ,/ 1 J�`� ZS FFE 374.00 --COT G-17 5/8 WATER �1 3�8a \ FOREST/OPEN \ / + I 1,900 SF LOT G-18 / (WM), TYP. I / /� _ I SD \ SPACE EASEMENT\ \ \ I 3 SF 11 I + / FFE 313.00 2,991 F� 1" TYPE K COPPER/ / 367.00\ 66.= = _ L2 X I \ \ SWM/BMP FACILITY 4" PVC SAN. \ 11 / l (V - 2l / / I FFE 3.00 WATER SE ICE,, TYP. / / / 1 / \ I LATERAL, TYP. / \ MAINTENANCE \ LOT G-19 365 06 1 2L \ 2,991 SF LOT G-20 / / / ° 1 64. 0 � � EASEMENT FFE 371.00 1,900 SF / / / X \ \ \ (PRIVATE) \ _ _ 1= / FFE 370.00 / LOT G-21 / 11 \2 71.00 / / / 1,900 SF 1 FFE 369.00 LOT G-22 A� U / 1,900 SF / /\\ \\ + \ 1 �o w DW I L T G-23 // \ SS' 1 �....:; 7 0 FEE 368.00 '� \\/V//� 369.00 / / 4" PVC S / I �E 367.00 1,900 SF L SF \//\ / ���900`� OT G-42 \\ \\/ '/'� ERAIITY�. E 366.00 2,660 SF ///A/\\/\\\ \V \ iA(M/BMP + 2K3 0 0' ACSA I FE 365.00 \\\/\V�V/////\/jA x \ F REST/OPEN S- 8 1 WM EASEMENT, � V/ \/\\ \\ S CE EASEMENT A S. TYP. /\\ \\/ I S. 1 I DW 1 °366 0 I \\/\\�\��/,//�\i\x\\/\ JA K D BORE SAN. 20 ACSA / /\ m 1 / 65.00 /j SEER NDER EASEMENT, \ / TYP. DW q , / � BMP G �;/A/\ � 1 � / STRE M _ vu.v\ \\/\ (BIO-FILTER) //\\\\ 3TC --------------- 368. / I I63.00 / 7.75TG/ I y DWM �% ' 'i "i% '�%\\\/\\ X 1 I S 16 STEEL ENCASING PIPE FOR S / W 67.851 ��� 1 �� 11 8" WATERLINE @ARCH BRIDGE R1 I /\/ / /\ \\ \ B9 CROSSING AS REQ. BY VDOT I CO P_ T) T 1 i I 1 8 TEE \ \\\OVA/\ j/j/\ • I A 11 1 20' DRAINAG 3 7.88T - r 1� 3 .98TC S A n 1 +Op 1 \/j \ LOT I-1 \ \� LOT 1-2 / EASEMENT, YP. 1 S (PR TE _ R --1 � I I 62. 6 C + \ \ VA\/\\ 20' CS�,826 SF �6,825 SF 11 (PRIVATE) S 1 � 2 7 S 0M1'H) _ wACSA wL ,w 36 40 1 45° \ A i �s w cn :EASEMENT, TY / 90T S W 362.14 C B X r'j rn oo \ / `� 11 II + / �- � s \ 1 11 \ LOT I-3 11 I 2J5 x l I � P �� SS ® / / x C I I W 11+ B10 \ / I �' 1 \ 1 II 7,850 SF co p / 4' ACSA s 00 I / \ \ 11 11 � I 1 � \ \ � 1 \ � \ \II `'� M3-1 EASEME s 1 _ .P / / P S + \ 1\ TYP. _ W WNf/ I _ 1 \\ _ 1.49T s --_ - S \ \ \ 1 II - 353.75 369.00 o; / �� ♦ a \ W LOT G-33* WIT -� DW I / I I • SS � + `� (LLI II 1,900 SF I .00_ _ = =; 6 9 B11 \ \\ \ {/ I _ 1 1 J ' FFE 371.00 / �� / 1 E S BFFE 362.OQ_ 368 36 .00 BMP ACC \ e 367. 6.00 \ 60.74 9 M L� 9G SF* / /�° D `I .. Sp / �c�, 1'7+00 BEND 62 \ \\ _ 22.5 \ ' 0 FFE 1.00 / I --- 64. /- 2J4 9 3 I ----�\ _ 3 BEND 16+0-AA , . \ � 3� LOT G-35 LOT G-37 + "� + / V BFFE 362.00 I ° 363.0 i�� / M � 1 � � \\ \ / 2,991 SF LOT C�36 / 1,900 SF �A FFE 369.00 1,9fl0 SF FFE 368.00 / r p ` - 361.28 \ \\ \\ \ / \ \\ \\ \ �/ M WM' i 1 WM / BFFE 360.00/_,FEE 369.00 BFFE 359.00 3 0 i69p BFFE 360.00 LOT G-38 / � � �/ � �6�� � \ A�T� � M LOT G-39 20 DRAINAGE _ l ° 361•. 0 / FFE 007. F 1,900 SF / / EASEMENT, TYP / G � &� M T \ \\ \ / 36 00 FFE 365.00 PRIVATE / ' \ \\ \\ �y - 15+00 "A * 0 i BFFE 358.00 LOT G-40 ( ) / / \\ _A �! L. 0 1900 SF OT -4 �o 'X' =N2 + / I FFE 364.00 / / \ \ \ �� _ M 0) - ` 359.00 g a 9 �` 8" X 8' TEE B A .� � _ 359.� / / � FFE 363.00 � 3 - 8 � _; , A � R ��� _� ,,� 1 \ _ ^, 360.Q I / l / SD 3 .11 O x \ \\ + (PU8�1C: 25MPH I �' Y � 1 M M _ X -360. 0 / x + \ ) 8 X 6' TEE 2S5 _ / / / 6„ G.V. d -V + FHA #X2 _ AA20' DRAINAGE /" 363100 / M n�qq EASEMENT, TYP. SD x �` Op / / i \ co S S " 8 X 8' TEE �A -` I _ ' AC (PRIVATE) X x X x \� • x / ' �� _ _ (3) - 8" G.V. co- X CID\// \\V\V/ ` / x x ♦ a \ s sD I o O \\\/\V//- , ; BMP G2 ,/Vi/ s - + / \, s w) 0 0 //i�/ (B10-FILTER) iV\/iA\i\\�/\\/\ �x� 2 /' /Vi///A \ AR BL K \ + W O O O O VA\/\V//�//\/��\//A�%\\ - A \ \�� RETAINI WALL S Sp x /\j/ /\ 2-1 co T-o O O 0 //iAi\\ \\ \/ /i/iA / \\/Vi/\� Q� o O O 0 0°\/V/i/iA/\\i\\\ \\/ ///iAi\\i\\\ \\/V/A s. 0 0 0 0 0-!�A/\\ \\/V///i,\ \\ 12 'MAX HT) �- 8 cs o It-wp o \ x i/ / x _ / //A/�\\/\V//V/i/i //A\/VA I sD _ ? -2 + \ \' co 00 0 0 \i\� ; /\\i\\\\/\\/ \ `� L \ N s • 0� �o o O� 0 - _g,\\ \\ V/ /� ZOO 0 ° \ ��, ///iAi\\i\\\/\\/V////i\� Ai\\y/\V//\�/i' s Z O 0 O O O X /\/ ////A/\\/\\\ \\� /A/jA\\\\ I \ II LATERAL, B7 8��AC�S g\ O O O O 00000 O O O O O O \\/jA\%\\\/\V//V/� /�\\\\\\ \\/\ j /// A 5/8" WATER \� 00000 VOo00000000 A ///A/\\ BMPG�1 //A\\ \ 11 \ METER(WM),TYP. 1 \ 1 �0000°00 ooOOO°0000 35s- /\\ \ \/ /� A - �- A/V// /// �A\/\\\/\Vi 0 0 0 0 \ + / /\\ \\ \/ i i\/; (B10-FlL ER) �i/A\i\\\ VAS _ o �'0000 000000 \ ///\ \ \/ii / 000 O O O O O O O O O O \ � �y _ A\.��\/_ _/��/i\\ \\ \/�� � �`/ V VA \/ /� A 'LOT J-34 -EASEMENT, 0000 00000//\ \ ///\ \ 00 \/\\V /\/\�/\�� 1 TYP'. 000000 OOOOOOO OO / BMP ACC S ///\ \ ///\ 6,86SF 00-600000000000 a _ ccEss \,\\\ \\/V////\\ \\ \/�i �� L TJ-35 -� 000 00000° �w//�!��\i�A/V////A/iA\i\\\ \ I 11 1 5� 000000 00000 0 � /\//A\//A\y�\\/\V//\/i/\% �• 6, 6SF� � / LOT J- 000 0000 0000 / / o x O O x%\\\/\V//\///\�\\/�A\ + ®l, 1 TYPE COPPER 6,856 SF � O O O O O �- - \/\\ \\, A � �� WATERS VICE, TYP. I � 0 WETLAND SWM/BMP FACILITY - -/ / \ MAINTENANCE / `� / i� i I ` ' 20' DRAINAGE 11 LOT J-37 EASEMENT i \ 56 / \ \ ` II EASEMENT, TYI. 6,856 SF / X X 11 I \ (PUBLIC) '! STREAM / J BLOCK J \ 2 / \ X X / STREAM / \ 356 X + / ' / SWM/BMP FACILITY\ / i I _ AINTENANCE EASEMENT --� ! 9-� SWM/BMP X A / \ ,- _ 6.1g , FOREST/OPEN \ / ' + X (P 2 1 \ SPACE EASEMENT \ / X � SWM/BMP \ \ - SWM/BMP \ � FOREST/OPEN \ X \ � SWM/BM�F' FOREST/OPEN X \ l \ _ - - WPO STREAM ' SPACE EASEMENT X I FOREST/OPEN SPACE EASEME x _ BUFFER X 1 _ A \ + \ SPACE EASEMENT 34 \ 36 - 1 SWM/ MP FACILITY \ \ ' \ X \ SWM/BMPvFACILITY X / • °. _ � -- WETLAND � MAINTENANCE ,\ \ LOT F-7 6 `6/1.33 _ _ X x Q EASEMENT MAINTENANCE \ + ,471 SF LOT F- 61.83� 00000 O O (PUBLIC) (PUBLIC) \ \ X FFY 364.00 1,640 SF \ FFE 363.50 LOT F-9 361. - V / _ �- 00 0 0 O O O 00000 COMMUNITY PARK \ \ 2 p1 \ X 1, 0 SF LOT F-10* x c) / O O O O O 00 O TO BE DEDICATED TO THE COUNTY OF ALBEMARLE \ FFE 6 ' 1,640 SF LOT F-11 Q \ O O O O O ' \ \ / \ FFE 362.50 FFE 362. 0 / O O O O O O FOR PUBLIC USE AS A PUBLIC PARK \ \ \ \ 0 0 0 0 0 STREAM 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 OF c Alan G. Franklin Lic. No. 35326 T = FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET ' _ I \ I 7 MENT, TYP.I / \ _ � 1 � ' — � \ — � � \ ' �PRI' ATE) \ MATC I - EE SHEET 29 \ \ I �� of � � I WAT SE VI \ \ LLI 5/ W TE — I \ — I + a 4" PVC SAN. 0 / 100' 200' / 1 TE (W ), — —� ��%% LATAL, TYP. A \ \ \ P I 2 4 ,• 36 LOT I-� 0 i STREAM s _ _ 5,95\2 SF \ � 5,767 'F ��/ � a � � NOTE: / / ' ' / I \� \ �l \ \ \ \ REFERENCE A1PROVED WPO 20 8-00 7 F R EROSION & \ \ I ( I \ ll / \ \ SEDIMENT CONTRO�PLAN, S RM ATE MANAG�EI� PLAN, AND STREAM BUFFER MIT 10 L — / CD I - 5 SDco ��� G\ �s� � l' � 11 � � , 4' A, SA LOT 1-9 11 l / LOT I-7 * V I / / \ 5,952 SF �\ S ME T, �, '— 5,767 SF 11 / �, TY I I � 1 I\ 1 / ssco SA wo _ I / SEMENT; SWM/BMP / _ FOREST/OPEN ' TYP. / \ I SPACE EASEMENTff/ _ y5 1 X s �1 I �I ® 26 W �: I 2 3 - 57.75 LOT 1-8\— ' 5,767 SF I � 1 � � 1 1 " SD 20' DRAINA + I / Cb; U4 — EASEMENT, TYP. co ' Ill (PRIVAT�) / / / \ — / / \ \ / /i / / I I B P _ /B 12 ACCESS �S�M/B P FACILITY MAINT ANCE 11.25° LOT I-7 / *E ENT I I I I I LOT 1-72 �— 5 767 SF l (PUBLI ) \ BEND � 2U3 sS � � I I I I / /co / 4" VC ASD . i L \ 9 NQ� � LOT 1-73 _ LOT 1-6 / / /� \ \ 11.250I \\ 5,237 SF _ 5,767 SF BEND s \ I + 0 D vyamvv� I / V TMP 80-558 \ �/ DARRELL ° A iA\\\�%, I /� x ULLERY \\� i RESIDENTIAL \�ii\\ \\���w DB. 24 78 P/535 41 / I v L - / ° I I yvj (BIO-FILER) �.j�yv/� 1 x y ` + U'w LOT I-74* LOT 15 ° I I // �� x/ / 1 \ �r A 5,228 SF 5,767 SF I v / / / c� ll M U-1 I Ai\ViiV��\i���i\\ ���AiA\i\\\�\V�i\Z / / I ° 1 �,�\�\��\V�i\\�i�\\\i\\i�\ + �M / / o, + / u) 1 \��A\i�V� LOT IJ5 \i\i \\'X I cn 5,214S \\ 00 _I LOT 1- III I ° ° ° 1\ I B M P I 7,631 F (136-FIL.TrR) a \�\\/\\�� \� V�� ����/� + �z T3 X v 8 8 TEE °' � / — \ \ \\��\�� V�jV// (2> _ „ G.V. MD. A\i\\\ 8, x ED. \ \ / / — ♦ ° A \ �y� o SD y,�' � 6" G.V. Ali Jj X ��s\� LOT — ♦ ° �N \ \ \ 14' ACSA 5,223 S� EASEMENT, / / — / <%i'YP. +� / I+ \ / 8'X6'TEE 6" G.V.; 8" G.V. M -- % FHA #X1 2T2 caw ` 80 55 � / _ a„ems � �G • 2 - � \ � / / s6o x — � _ � GERALD/ _ _ HUGH�S A w � x, - 11 N . —/ P _ I M �r� W 1' �\ l i'�`'� �� ♦ \ LOT J-56* RESIDENTIAL \ ,�� \ 5,214 SF \ / �8. 739, P. 579 / BENDS #P I \ / WM #P WM S SD I S 2S3 + +\ I/ X� i B6 + \ z / WATER SERVICE,, TYP. 9 3S I \ + N \ LOT J-55 / ss ° \\ 7.321 S F \ 5,187 S F 5/8 WATER METER (WM), sS S \i\ \ / �� TYP. l 1 ��352 B5 TW = 358.00 \ 20' ACSA BW = VARIES TIVI#NT, TYP. �OT J-38 I I 6,857 SF \ / l y� \ \ \ � SWM/BMP SD FOREST/OPEN \ \ 2 D 4" PVC SAN. \\/ 1 I I IN \ SPACE EASEMEN \ / l 1 20' RAINAGE 1 � \ � � � ` � / LATERAL, P. II E EMENT, TYP. JACK AN BORE SAN. E) 4" PVCvSAN. I SEWER U DER \ i \ * 1 I I (PUBLIC) ' I STREAM \ LATERALS TYP. \ O LOT J-54 — ll sD SPAN OF \ 5,178 SF / PO SREAM 2S2 STREAM �� 6' ASPHALT LOT J�40 \ \ O \ / / / / / 1 �FF \ \ TRAIL 6 102 SF SD WM/BMP FACILITY � � 2.W4 I MAINTENANCE I 1 \ EASEMEN; 1 \ \ I \ \ %\/ / SWM/BMP I X / o FOREST/OPEN / �TREAM I p K \ CE EASEMENT \ W 6' ASPHAL / TO E D ICATED TO THE COUNTY OF ALB ARL \ \ V A / / NOTE: / + / TRAIL FOf� C,USE AS A PUBLI PARK \ / �\ + (P / R FERENCE APPROVED WPO 201-00017/OR EROSION & / \ ` �. / I � � � � A � \ � / � * SEDIMENT CONTROL PLAN, STOI�MW TER MA�IAGEMEN�f PLAN, X � X + LOT J-53 AND STREAM BUFFER MITIGATI N PLAN. / I MATCHLIN - SSE S ET 5\` \—� / 5 169 SF \ \ i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com c Alan G. Franklin Lic. No. 35326 T = FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET 33 OF 75 w i r-r c i - �o - /MATC I N E - SEESHEET 31 2,471 SF Lo 8 / / \ CO T EX. + C�NV RT EX. i ° MATCHLINE -SEE SHEET 32 o EX.30" FFE 364.00 1,640 S \ / MH T URB S3 cv MH TO Cl1R CSA SS FFE 363.5 OT F-9 / INLET HDPE INLET A2 20 DRAINAGE LOT F-1 Rivann -1 1 0 SF / LOT F-11 / LOT F-12 F 363.00 1,640 SF Y I I AMENITY EASEMENT, 363 00 1 640 SF 2,745 SF X. 24 < SPACE TYP. �//� TM a FFE 362.50 IEEE 362.00 ° FFE 362.50 HDP + - _ 10.5' ACS U - STREAM � '� ° �ASEME T, TYP. /X Z k \ — _ _ — — / ° ° — _ — — — — / 1� 8" X 6' EE �oi� W W\ x /° %�/ ,�61.00 Q FHA fX3 � _ 2� k00/////// / x x _ A A W °� � 8� C � 35 50 i — � r ° W O',' ON -STREET PARKING I LAG NC. vvq�K I Y EQUIRED FOR PARK ° E p J x 2 ( ) ( ) / (PUB'-IC•l2 / — 5 �k ��� W ,� �RFP %� � PAINTSTRIPING MP 8 A H) I CSA W &, \ AT START OF Y� W 3 I \ I O / - PARKING ZONE 359.96 EET 3 EX. 24" I NAME SIGN / ACSA SS MH HDPE / W RivannaVil-1-14 a ° ° ' o \ 24+ 00 VV - \ \ ` x S /BMP FA ITY I 1 \ \ MAf NANCE 8" X 8' TE ASEM T ° ° ° O . -- • ° I� CONVERT EX. - o „ � = - �PU IC) \ \ ° ° ° ° ° ° ° ° o o M o (3) - 8 G. _ / x MH TO CURB + ° ° Z \ 11 \ INLET A4 \ ° ° F TIE TO PHASE 1 / x Q 36 �_ _ - - — x x \ \ \ \\ ( ° ° ° ° ° ° ° / / / / \ \ W WATERLINE AT 8 A4- - W I DIP�STUB _ \ \ \ ° ° 11 _ —No. WAS _ � �,�, I \ BMP 11 U) \ 6 TOWNHOUSES W/ K I I _ \ \ \ \\ \ ° ° ° ° ° ° / / II ` \ (POND) t \ W 1 CAR GARAGE & STOP ��� _� \ ��------- / / / I \ U) # i \ 1 PARKING APRON \ SIGN x GUEST PARKING ON WI _ STA. 20+99.66 LAZY BRANCH LANE _ S 0/ \ \ \ _ - I I \\ \ \ W \ \SEDGEWICK LANE ��� ZI l STA. 24+31.33 VILLAGE PARK AVE V \ \ \ I I \ DOT ST . CG-12 (3 REQ. FOR BLOCK F) HC-RAMP, T n V A I / O�STREET PARKING v U #F / �' 11 � ° VDOT ST Zll� C� / REQ�IRED FOR PARK \ \ 10' AS (3) T �� ON-STR T PARKI'NG CG 6, TYP _ \ REQUIRED OR BLOCK D + (#D) (2) e p \ _ \ QI �• I 1 4'ACSA \ 62 I -- c5.0� EASEMENT, / \ —� CONC. CURB FI--�H W/SIDEWALK, TYP= \ ADA P \ 5.00 c ° 21 PAVILION 8"X6'TEE _ \ BLOCK D (2) a8' G.V. U • _� � _ AREA RESERVED FOR � �6�.V. p Q o I I o . \ 'h19N�ESIDENTIAL/MIXED USE DEVELOPMENT 6" STU� \ • 29,000 SF\VIIN.) Z \ ° a P m . .° W 0 M 6`� ® \ \ I PARKING/LO INQ I ° o CSA SS MH ZONE SIGN, T 'P: COMMUNITY PARK, 1 a v.�+ �' S ivann Vil-1-13 C I TO BE DEDICATED TO THE COUNTY OF ALBEMARLE I ADD S.S. STUB } _ �j \{ D / L- -RE O . FOR PUBLIC USE AS A PUBLIC PARK', OUT TO BLOCK D Z '° I 0 CI (SEE SHEET 6 \ \ 8" PVC @ 4:0% O Z { ° (S 9) / o / � o ° o o U GREEN 1 SWM/BMP ° ON -STREET PARKING O I + � I l I / / I FOREST/OPEN ° OO REQUIRED FOR PARK 3 SPACE EASEMENTcol O O ° ° p I VILLA/TOW I EX. 4" PVC SAN. NHOUSE W/ 2 CAR GARAGE / / AND 2 APRON SPACES, TYP. LATERAL ' (GUEST PARKING PROVIDED ON LOT)—* / TIE TO PHASE 1 I / r� \ 8 g s p. / / WPO STREAM WATERLINE AT 8" I / / BUFFER ° oO O I ° o ° DIP STUB ° / + D ° „ 8„X8'TEE p o a ° P e 0 o . % / I 8„ X G.V.E (3) - 8" G.V. / / ADA P RKI 6 7- I / V \ FHA #Z1 VD T STD. CG-12 a I I I + l � 0 Z� ..� \ SIGN, s PAVILION / AMENITY + - �HC- AMP, TYP v / 4 __-- ' CONC. CURB FLUSH ° •° - ° SPACE �-- 36 .17 I W/ SIDEWALK, TYP / \ O 4+ S REET / / / TLAND / WM BMP FA ILITY� 0° gyp- 8„ACS AME SIGN �' r _ \ ' o / / / / / / C \ W I CO x I I x 6 M / / ' \ M INTENANCE 1 NC - I O EA EMENT W + K l I I 1 I o M I o 0 S T , E W 25+00 000000�0 PUBLIC. 25 M - 000 00�00 k / I 00 00000 + N) W 365.65 �� W / O O O O O S / / / / °00100° \ / I 6' 62 + I A WL.k c ON -STREET PA7ZKING / / i! `'� / 00 O O I REQUIRED FOI�t PARK / / II / / / I I 0 \ / I I 1 CONC / W q`K---- I� STOP Q J — / M \ / SIGN �. + 1� - / EXTEND EX. 4" / U / LIMI PEED / SWM/BMP PVC SAN. LATERAL PET SIGN WM `� / X / � � �- _ _ � FOREST/OPEN SPACE EASEMENT / LOT H-1 � � � D RAN G� — — � ° I 367.83 ° � � � I' � � — _ � � � T� � � � - - -- - \ / \5,094 SF _ / ci — TY / FFE 368.50 - _ 0 �_, SPAN OF / / � / / t STREAM -\ / - S BMP 61.50 � / / TA. 23+79.66 LAZY RANCH LANE - \ - REST/OPEN STA. 25+74.92 STEAMER DR / , SPACE SWM/B' FACILITY NOTE: 7 367.83 1 ' TYPE K COPPER„ / ASEMENT MAINTENANCE _ _ / , 6' ASPHALT / \ / WATER SERVICE, TYP. EASEMENT REFERENCE APPROVED WPO 2018 00017 FOR EROSION & TRAI % \ EDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, J 5/8" WATER I �I IND STREAM BUFFER MITIGATIPN PLAN. / METER (Wfbl), TYP. 67.50 / U I X LO'f H-2* / i \ / ARRY 4 000 SF - _ I I / POND / , 6- _ \ FFE 368.50 / ADD 4" PVC SAN. WETLAND LATERAL / � / � / / ,366.83 / / V / 0000000000 / ,/ 00000000000 / l" o - O 00000 \ BLOC H 366.50 I ON STREET PARKING _ \ REQUIRED FOR PARK / , �' „ 00000000000 / LOTH-3 / (#P)(s) /��a1_ r ��� 0OOOOO°O \ \ y- ����� i OooO /\ \ / / ! ' 0000 O 4,000 SF — = " PAINTSTRIPING / �i. \= I II O O O O0 O�-- �// FFE 367.50 / �,�� AT START OF / / I i / O� 000 O / r / EXTEND EX. 4 ;o � PARKING ZONE � O ZO I l PVC SAN. LATERAL / WIV�_ �� \ / / SWM/BMP _ — _ / I / / / CG- T P _ _ _ �/ SPACE EASEMENT �//��//�� X 365.83 SWM/BMP —� t3MP H1 /_ _ / / — — /j//��/ / FOREST/OPEN _..... �, � VD STD. + (�10-FILTER SPACE EASEMENT 65.50 / Typ X AMP A c�ss � LOT H-4 I'C ; 57 X STREAM 77� I X x / \/� / 4,624 SF r X\ / FFE 366.50 1 - _ 3 X � I 10' SEeTION O 2F / / V T STD CG-7 W I 'O / �� DOG PAR \ — / TRANSITIONS �l WM ��j X I CS SS o iv nnavil-1- — x k / O 0 0, , \jc F3 � x 20 DR AGE � BMP ACCESS �� — I �� ��-.EASEMEEll :yp. Mona alaw /00000 MATCHLINE SEE SHEET 36 milli i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� og� � , . Alan G. Franklin Lic. No. 35326 FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET OF 75 sD o o— -34� -a4i — — — :XA\�A\/AAc - C W o W MATCHLINE - Elt SH' T 3 v LOTvJ-41 \ v + \V ��� / / / V \\ SWM/BMP FACILIY�Y 6,102 SF ��' / MAINTENANCE PVC SAN. \ EASEMENT N ' // A \ (PUBLIC) LA ERAL, TYP. / � N %%O// 14 AQSA EASEMENT, o I TYP. � VJt \ ! 20DRAINAGE D-1 tP o \ EASEMENT, YP. 2 BMP A CESS \ O �\ SD ` \ SWMiBMP \ - W3-2 / / I FORES /OPEN �OT J-42 \ SPACE EASEMENT 6\102 SF / � � + \ \ 4/5.75 / 6' ASPHI%T TRAIL \ 20' DRAIN I SEMENT, P. �� 7- / \ \ \ P LIC) 00 /j I / V ////////7 wPo sTREA \ \ � \ � �� 6-�€ / � � LOT J-52* BUFFER gp / 8" \ + \ 6 G.V. 5,283 SF �. �,: ; HA #U3 N \ x V LOT J-43 \ �I 6,102 SF TRAIL 6'ASP ALT\ i �. \ \ LIJ 2W X\ Z BMP 11 J (POND) 41011. �/ \ 1 I I ` o \ \� LOT J-4 6,102 SF l \ BMP J1\ X \ \ EASECMEXT TYP. W WET SWALE I i'I NOT 0 0' 20' 100' I 200' RZERENCE AP ROVED �PO 2018-00017 FOR EROSION & S IMENT CONTROL PLAN, STOI2MWATER MANAGEMENT PLAN, X I AND STREAM CON MITIGATION PLAN. I X I I I \ I \ \ I I \ TMP 80-55 \ I GERALD \ HUGHES I \ RESIDENTIAL I \ I DB. h9, . 579 X I \ I I \ \ I \ \ PVC SAN. ,TERAL', TYP. \ \ O J-51 * ' \ \ \ ycN 74 SF \ \ OS Y \ \ + i X / SD 2x4-1 .,� LOT J-5� �\ / / A \ V / + 5,264 SF \\ + \ \ / �\i \ � (Ss �/_ \ \ \ \ / I z S T1 A \\ � LOT J-45 6,667 SF i\ -.A , \ 345.75 \ \ / 14' PRIVATE /\\i\\\/\\/VA \ \ ,� /' / I \ o �\ \ \\ // I \ A \S.S. LATERAL \ �\\\ \V� \i� .�� A Q A � \ ' V A/ / MENT E SE % LOT J-* \ � 49� \ O I` 5,255 SF �\ I \ II ` \ � 1 SS a � BLOI \ W 20' DRAINAGE 2 2-46 S / PRIVATE 47.7 20' DRAINAGE / / 2X3 ��' \ D % , / \ T I \ ` EASEME T-,-!`YP. — y 2X5- o / / STREAM I I \ A \( / / ' — c) / SWM/BMP \ / / I _ S3- \ COMMUNITY PARK FOREST/OPEN \ / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE / oM / G. + / SPACE EASEMENT FOR PUBLIC USE AS A PUBLIC PARK SWM/BMP FACILITY I� \ / \ MAINTENANCE I 1 EASEMENT � �'\ �s TYPE K O L T -4 COPPER WATEj// + O I I I , \ \ \SERVIC�, TY SWM/BMP FACILITY 6,6 7F MAINTENANCE 4" VC SAN. I � + I X EASEMENT STREAM LATERAL, TYP. 22.5o BENDII 5/8 WATER METER (WM), TYP. \ / D X\ (P \ + \ \ \ \ Y X1 N / / 8" X 6" TEE \ STREAM 8 G.V. X 6" G.V. T X FHA #U4 �S s I B2 J-48 \ \ B.O.A. 330 \ X \ 19 \ \ GL STREAM I V A �' V % \ + / O \ "RAM MP 2 OO ° / 05 \ \ \\ X6ASPHALT\ WETL° OO ) TRAM OOO X� 0000 O 0O�000° Oo00O0 0 Ooo°00°\0000°° 00oOo SWM/BMP o000°o000O00000000° FOREST/OPEN 00000y000000O 00000 000000 �SPACE EASEMENT/ 00�01)0oo0° 00000�O � X\ O °° \ X = \ 0000rn\ \ \ \ \ \ A \ \ \ 1 -J + � � � � �V � \ SWM/BM,'P ° ACCES P> / � u FOREST/OPEN I >� X v v �►' (10 WID @ m00%) SPACE EASEMENT / I \ X s 0000 \ O= \ 400 \ \ \ — SWM/BMP FACILITY 0 O O / \ \\ \ - \ _ \ \ MAINTENANCE' O 000 00 A \ \ p ' \ TM 080 \ \ \ EASEMENT 0 O OOO ° ° O \ / \ \ ((PUBLIC) 0 ° o O 0 OO ° ° y X \ \ \ W�F6LIA1, CA TON \ 0000 0 0 ° \ \ RESID TIAL \ o0 �" o00 \\0000 ° \ s s \ DB. 270 , P�49 \ x/ —_\ � 00000\O0Ooo y - \ � 0000000 00000° _ — B1 \ 000 / %� / 0 O 0 0 0 0 0 0 0 0 0 0 0 \ \ + \ ` \ DB. 171j P. 58 \ / _ \ \ m \ � 000 \ / 00000 0 0 0 0OO 00 O ° — ° \ \ \ I —X�x ° 000°OO o o0O\°\ \ \ ` o 00 d 0000000 0°0O° ° 00 r oo0000o°o0 v \ _ /\ v— X / \- -- \ -- v\ \-- -\-- -- - - -_-- -` -�-`- - `-- \---o 00000° �°o O VP0000o °O°00000°OO00°OO 0STRE�M � COMMUNTY-PARK OOOOOo0OU0000o 000�O o `m B FFER 000000 00° 00 000020'ACSA 00000000ID0000000 TO BE DEDICATED TO HE COUNTY FALBEMARLE O0000\°0�0000° SE AS A PUBL000 °° °°°0°0°° ° EASEMENT, TYP. FOR OO°°oo° oo°pp°�°° o°oo00oO\00°00°oOo00 ` O 00000000000v�000 0 000000OWN00000°�0 OOoO0000o00000OO 0O oo°°°°°oo / AERIAL CROSSINGOFSTR A 000000:D 0 00000000000OO0AREAWITH 8'LONGSPAN 1 "DIPSUPPORTED000000O°\°000 O 0000000000 00000 000 0000 0000 0 O 00000OOO000000000O STREAM WITH18 REINFORCED CONCRETE SONOTUBE 000000C 0OOO000°O00 °-°y00 ° 0 O00 0000 0°0C000000 000 000PIERS @17OC,. WITH ADJUSTABLE STAINLESS 000000 0000, 0°0000°00 00000000 0000000000000000�0°°000°°0000STEEL STANCHION SADDLES 0000O0000� 00°00000O0O� 000000000°00O0�'0000000000�00 0 000000000001000O°00000 000 0000000 000000000000000000000 0000000000000 000 00000 00000�\000000 00O00°0O,0° 000000O 000°000 0000000000000000000000° 00000�0000000000 - 000°OOOOO°OOO O°\000�0°000O 0 000°�')00O0°°°°00O 00 ooOOOoO000OOO _)000 000°°°0000000 oo 0O O O 0°ooM TCHLINE - SEE SHEET TOo 00O0 00o° O000 00O ��y-- \--- \\ �\ �_ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF c Alan G. Franklin Lic. No. 35326 FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET OF 75 ACSA SS MH3 ° / I/�, MATCHLINE -SEE SHEET 34 /Rivan -11 / o 358 00�0 0 / 0000 /\\�� / j\ / oa 6 - / I WETLAND ° ° O \ / / /\'354 - / _ / 000 i\\y\\\����00 /�\�//\\% � I _ - - STREAM / / � O O / o o -+ \ COMMUNITY PARK / / \ o �� / ?� _ SWM/BMP FACILITY O / / � TO BE DEDICATED TO TI� COUNTY OF ALBEMARLE / � / ° �/ / / / MAINTENANCE \ / FOR PUBLr.-USE AS A PUBL� PARK ° ° � � i - � � � � � EASEMENT rn _ (SEE-SHEET69) / / (PUBLIC) BLOCK J O 0° O - V / 00 0 0 0 0 0 / ✓ / \ � / + / / \ \ 6' ASPHALT / DOGPARK 00 0000000°�O � /� ./ - � � � � � V TRAIL O O � I i O O i _ 20'D -00 O O - - - STREAM / �D SEMENT, TYP. °OOP ° 0 O / 3 8"X8'T�- o ° ° -- BLOCK H `� O i � I / + ° ° \ \ 0 / //// ACSA SS MH \N ° \ x \ I l / \ / / / RivannaVil-1-10 i o S W 2E V TIE INTO TAN _ /M/BMP v / / ZE �� \\/V \ DISCARGE W/ // FOREST/OPEN / \ \ 12" X 8' TAPPING -/ / / SPACE EASEMENT ✓ SLEEVE & VALVE ` / \ PW v - ` ook �j � ; / / $�� PCs i\vVi�%\ r I v x ADD 10 TO EX. 20 /\ BMP J3 I //� (BIO-FILTER) /'� \ V I ACSA EASEMENT / \ 20' ACSA / 8" X 6' TE \/\\� bV EASEMENT BEND / " G.V. X \�\�'/\�//��j/�% ��j M \ \ / \ FHA X4 M < / W \ / SD \V� X BMP J3 ACCESS 2D1 Q i\/ I PC �6' ASPHALT i +\V� 20' DRAINAGE x \ TRAIL -i' + EASEMENT, TYP. 356.83 _ r W . __ 22.5° ` X (PUBLIC) OT J-33 \ / 356.83 BEND + 5,198 SF EXTEND EX. 4"FFE 357.50 / TRAIL SPHALT X PVC SAN. / - / \ / �/ SZ,♦ l4i y� X / LATERAL / LOT J 32 \ ch EX. 4" PVC � % � J \ 28x + \ �o sD x m ' . FFE 3 .5 SAN. LATERAL - FFE 357.50 / / / / / / \w LOT J-1 - V � v � � � ��� � ` � � �56 50 LOT J-�1 / / 355.83 (n o . p, . v 7449SF - �/- \ 62 33 �, 5,198/S F + W _ A FFE 364.00 , / W _ % Ni�ER F357.50 U) EX. 4" PVC \ \ SAN. LATERAL o W \ 356 50 / / / / / z \ \ --LOT-2_ _ �' / 355.83 _ _ \ \ 5,892 SF - - =x. 4° PVC �� '/ 56.50 / LOT J-30 a. - \ FFE 364.00 / SAR tA�BAL / p3 �Csq %%%%%�%0%%.. 5,198 SF 356 /%%%/%/� FFE 8 F 8" W \ F 5/ WATER F- \ _ \ / METER WM TYP. \ \ 363.33 _ _ LOT J-3 \ / / M „ ( ), ,o ;o, ` %% , a / EXTEND D EX. 4 6,164 SF / + 3 w �� / / P A / LOT J-29 A �E 363.33 \ %. �� � � �� \ A / ACSA SS M� �59 00- A ER L FFE 35 SF a \ \ /363.33 FFE 356.50 RivannaVil-1-9 \ \ \ LOT J-4 X. 4" PVC / 1" TYPE K COPPER / %` , l4i i w WM FO� 355.50 WATER SERVICE, \ \ / SA% LATERAL \ / 362.66 5,582 SF 357.E I 2�qO DOG PARK / TYP. i 'FFE 361.33 / \ / \\ -' ` + �,q2 �T% INAGE X. 4" PVC + e / ENT, ,Q S D \ \ \ \ \ LOT -5 SAN. LATERAL 1, S WMo (p E " ��C1 /N �0y 2 TYP \ \ / / 356.34 </C. l y �0 \ \ \ \ 4,5758F 1" TYPE K`;COPPEl, + FX 2SMp M �/ 355.50 FFE 360.0p / WATER 5/8" WATERYP. S BSgCs` y) SD �`'� 3550 FORE/ST/OPEN / / LOT J� (WM), TYP. EX. 4 PVC / S (p C C2 SPACE EASEMENT - �360.67 \ 4,520 SF / RAL / qSF �) ' oM V / SAN. LATE y \ \ \ \ \ VA 359.33 / w FFE 358.67 a a LOT J-7 ;o W I \ \ \ \ 4 \ 358. 0 5,198 SP / / \ I 3, FFE 357.341 5-50 o0 \ \ \ \ I 35�67 LOT J-8 / 355 0 % WM \ \ \ 5,198 SF FFE 356.50 / \ \ \ \ \ \ \ C3 \ \ \ LOT J-9 EX. 4" PVC 35 \ \ \ \ \ \ \ \ \ \ \ 355. \ \ 4,520 SF \ SAN. LATERAL„ `T + \ \ FFE 356.50 / ADD 4" SAN. \ \ \ TMP 79-25B \ I / / LATERAL OR USE �S EX. IF PRESENT X. 4 PVC ° ROBERT LIVENGOOD \ I '�`I \ T - I LOT J-10 / SAN. LATERAL l \ RESIDENTIAL \ / \ 355.83 4 2 F ACSA SS MH \ \ \ \ �� \ \ ,5 0 S / RivannaVil-1-8 A ASS MH BB1 i \ 355.83 / FFE 356.50 �� 0 , \ \ \ \ \ D8. 575, �: 609 \ \ , I \ \ / annaVil-1-7 O LOT J-1 °o I + 5,198 SF h� 355�83 / FFE 356/50 O �° 000 00, 00 \ \ \ \ \ \ CD / 00000000' 00 \ \ I 355.83 00000 00 ,00� / 00 O \ \ \ \ \ \ \ \ \ \ 54.7 \ / 0 0 000 0 0 00 rC, �0 ° / 1 O O I O Ooo \ \ / o I � \3 \ \ \ / � OOOoo000°�00°QJ� \ , \ 000000 0000000( 00 c, ° \ \ \ \ \ \ \ \ \ \ \ \ V I I \ �CSD X'000000000Dr 00�j000 0000 � °OOoo\°000OOO� \ \ \ 0000000\oo00J � \ \ \ \ \ \ I I NOTE: I \ 1 0O°000000000r AA1 I \ / \ 00 00 000000� REFERENCE AP ROVED WPO 2018 00017 FOR EROSION & O O 0 0 ° 0 ° O O SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, i \ 00 0 °00 00 0 0 O O / J \ AND STREAM B FFER MITIGATION PLAN. i 0 0 0 00 0 0 0 0 O O O °O 00 O °000 0 0 ' O J / WETLAND 0O ° O 00 O J \ ' °°OOO °O \ i 00000000 / �\ OOo00000 °/ \ 1 \ I I °° ooOO o�°ooOOoo \ \ \ \ \ \ I I OO\ \ \ I I0000° 20' DRAINAG� 00°OO \ I O O I I O O 0 EASEMENT, TYP. TM1 79-25C I I I O 0 0 0 0 O (PRIVAT'E) \ \ \ \ \ 1 I I 0000000 r DANIS WILLIAMS I I 0 000000 0 s iBMP�1 { RESIDENTIAL \ \ I o Do 0000 / 'FOREST/OFTEN DB. 42Q7, P. 348 I I h� \ i 00000000 O 0 O O 0 00 SPACE EASEMENT / \ \ I \ \ I I 0000000 / I000OOOoo I \ I I I I I \ 000000 0/ i I I I \ I I \ \ I I d0000000 000000 00000 \ I I \ I \ 0 ° ° TMp 79-26 DONALD RIGGIN ESIDENTIAL 000 DB. 1031, P. 209 0 10, 20' / 100, 200' 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 Lic. No. 35326 T = FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET O�75 o v � - oOO O° °\O I I/ S\ / \0 \0 o II o \ N� n\_� SI /� /-I 0 _ I I j0\\ q cOMATCHLINE - SEE SHEET35�0°00o0oOOoO0000oO O °0O0O000000° 0o/\s O O S \ °q O 00 °Oo0 0 O0000°C )00°O°0000°0C \- O WPO STREAM 00000 0 000 ' 0 00 00/°O o0o°O01° O 0-O0) 00i3OooCr BUFFER 0°0O°°°°�°°�� °OC Ooo0000 0 OOOOJoo000 OCO 0OO000OoOoo °, 0000oOo00000 000O000 000o°OO°°00 0 0°0OoO 20' 100' 0000°000 '00 °�0O00000o0oC 00000°0 0oo°0OWPOSTREAM 0o000OOOOOOOo 00 + OoOO°o0BUFFER 00 o000000oo000°OOOO(000000000 WETLAN9 00000000000000�00000Oo000O 0000000000 00000000000 6'ASI�HALT 00000�000OOOo0O 0o0 DOGPARK / 0 0000O00000co 0000C 0000000°°00 BLOC d'/ AIL 00000 0OOO,0000°oO O°O°oOo000, 0000000o00000°0 00000 + ' 00000°°O°00°°00000°°o000o,000oO 0o00oeo-0-/ 0 0 AERIAL CROSSING OF STREAM AND LOW LAYIN O00OOOOOO 000000O C°O°°00OoDO L/ O 000000 0 0 WITH 8I0 REINFORCED CON CRETE�ONOTUBE- OOO°°O °°°OOO °O0,0OO° PIERS @ 17' O.C. WITH ADJUSTABLE STAINLESS COMMUNITY °°O OoOOOO+ 000�0O EXISTING 20 ACSA STEEL STANCHION SADDLES' R0 00O 00 SEWER EASEMENT D.B. 5025O FQ�PG-BLI USE AS A PUBLIC PARK / STREAM P. 711-730 (S E SHEET 69) SWM/BMP ACSA SS MH co FOREST/OPEN RivannaVil-1-1 ` SPACE EASEMENT EXIST tiI N q SG ` / 20�j'\ 2A0/C0 '--S \ A � SEWER EASEMENT + D.B.4748 -722P.716 &am � ------ ++ + WM/BMP FAC LI MAINTENANCE x EASEMENT / (PU%IC) /ll 6ASPHALTL RA TRAIL , /z, /00000 6'ASPHA / / 000000 SA TRAIL 0 naVil-1-2 0°°° O o / / ° 0O00o00000OD00°O0o0 ATERA00000000D 0 00 000 OOo 00 ACSA SSMH-0oORv O°OO annail-- v �M Jo // O \O 0000 w 00 ° 0 353.33 53.33 35267 J OO O 07 °O Lu x SWM/BMP FACILITY O°°O O MAINTENANCE 000OA2-11 3 07 EASEMENT O OO SPS (PUBLIC) / o 0°° 8r354.66 O°W O 0000 0000 -T LO%� T' J -2-_ 0ETLAND oo O A- LOT J-21 ° 5/8" WATER METER 5,717 S9,438 55.83 STREAM0 0 �5 (WM)��'P. FFE362.34 O / 352.66/ FFE-363.00 BFFE 353.34 Q O � 1" TYPE K COPPER LOTJ-22 BFFE 354.0�i- O WATER SERVICE, TYP. 5,103 SF- 00 o O LOT J-23 FFE 363.67 O FFE 354.6720 DRAINAGE 1.340 OO 351.33� 5272 SF 3 2.00EASEMENT, O v0° 3� / FFE 364.33 TYP. O 00BFFE 355.33 O O 0 O LOT J-2�LOT J-28 - o� /0003g BMPJ5ACCS5;18 SF 36 67 35S 0 FF°oFFE 363.00OO° oo00o LOT J_25 BFFE 354.00/ Oo 0C 6Voo4520SF-- 00 °oo G oO0 O O O 20' DRAINAGE' -LOT J-26 FFE�2.33 0O°o0 0 O °°O EASEMEW, TYP. 4,520 SF �FE 353.33 (PUB FFE 361 66 00 °Oo0OO 27 o00o0O°BFFE 352.66 O °OOOOOOOOOOO 5,198SF 0(- JOO° oOO000 FFE 361 OO 0O E200°B.0 36 .66 00J 00°00 O o 000000 O OOO OOOO00°O S36.00 O )o 00o OOO 00OOO / 2A2-1 O O / / / / / / / ,00 V0oO 0o0 (D 00 8° W -)oo x BMPJ5 / / "\ 0 6" G. / \ /\/ BI -FILTER w O �,/ 1 /\\/`. � � � ACSA SS MHO � \ ��1, Ali #X5 /',5 / �\\//\/-; ,� y RivannaVil Y4 \ �\ � TIE T X. � `/ `/o//\\/\o\/\//\\//\\ m o/ s / \\ /\j/\�i\\\V \�/V _ \ S.S. STUB W % 450 BEND �\ °i SQ w - - \� \ nA`� / �+ 3 0 / -- �1 � �r � 6" G.V. r \ FHA #X6 � w 6"ACSA w ACSA w•L. -� 0 33� W / _-- W PZ � Sq / 4" PVC SAN. + LATERAL=TYP_ o, / a ivaVil-1-6 S --� i - 360.50 °. 360.0 356.5 s - a . a / \/ LOT J-19 / 357.00 EX. 4" PVC % / /j \ \ � �/ � 5,787 SF I SAN. LATE / / 59.00 / / / \ I / EX. 4" PVC - p 357.50 / ' \ LOT -18 FFE 362.00 SAN. LATERAL 4 20 SF \ 1 I �L 'T J 112 \ / L T J-17 � 361.50 \ 6K5 331-&F ACSA SS MH RivannaVi -1 5 EXTEND EX. 4" - PVC SAN. A 4�520 SF / V v �� FFE 357.50 LOT J-13 � / / \ / 4 449 SF / / LATERAL / FFE 361.00 / / / FFE 358.00 LOT J-14 LOT J-/16 361.33 \ / \ \ 4,463 SF I / / 6,625 SF \ FFE 358.50 LOT -15 / FFE 3, 0.00 \ / / 361.33 \ 6,9810 SF \ / \ 356.83 7 358.50 / / 36 .3 357.33 \ \ � / / / I / / 359.33 357.83� / / \ 35.Z.83� / i SD 357.90 A LP / _ 3515.75 x / + SD AA4 + x + + x / I \ \ SWM/BMP FOREST/OPEN . SPACE EASEMENT I / SWM/BMP FOREST/OPEN SPACE EASEMENT I M I ✓ / I / I / I / / / NOTE: I / \ - / REFERENCE ARPROVED WPO 2018 00017 FOR EROSION & I SEDIMENT CONTROL PLAN, STORMWATEF MANAGEMENT FLAB, \ AN'D STREAM BUFFER MITIGATION PLAN. + I I / I I / � I I I / I I I I I I / I � I I I I \ I TM� 94-1 L- I / IEDIMON I NEIGHBORHOODS P ESIDANTIA I I I I I 11� � D . 4301, P. 211 I D8. 4192 I I P. 1 �4 I __- / I i I I I I TMP180-4 I I BEt TY Mc(LANIAH, N- 1 I �ESID NTIAL I I DI B. 1184, P. 18 I _- I I I I I I / I / I / / /I I / I / I 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 Lic. No. 35326 T = FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ►Ian Franklin PE, LL( STORM STRUCTURE SCHEDULE STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 2A2-1 DI-313 6.0 361.54 - 355.54 170.61 LF OF 15" HDPE @ 2.03% 2A2 DI-313 8.0 358.14 1 352.07 351.97 2A3 DI-313 10.0 358.16 - 352.32 33.86 LF OF 15" HDPE @ 0.75% 2A2 DI-313 8.0 358.14 352.07 351.97 62.15 LF OF 15" HDPE @ 0.75% 2A1 FES - - - 351.50 2133 DI-313 8.0 355.72 - 351.75 33.84 LF OF 15" HDPE @ 0.74% 2132 DI-36 6.0 355.72 351.50 351.40 14.34 LF OF 15" HDPE @ 0.70% 2131 FES - - - 351.30 2C2-1 DI-313 6.0 354.30 - 350.28 43.36 LF OF 15" HDPE @ 1.87% 2C2 DI-3C 10.0 354.20 349.47 349.37 2C4 DI-313 6.0 354.50 - 350.40 79.13 LF OF 15" HDPE @ 0.72% 2C3 DI-3C 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 - - - 348.00 2D3 DI-313 8.0 357.11 - 353.11 36.32 LF OF 15" HDPE @ 0.74% 2D2 DI-313 6.0 356.82 352.84 352.74 32.77 LF OF 15" HDPE @ 1.65% 2D1 FES - - - 352.20 2E3 DI-313 6.0 360.66 - 353.41 43.20 LF OF 15" HDPE @ 1.53% 2E2 DI-313 6.0 360.00 352.75 352.65 54.00 LF OF 15" HDPE @ 0.83% 2E1 FES - - - 352.20 2F3 DI-313 8.0 363.52 - 359.46 35.96 LF OF 15" HDPE @ 1.00% 21`2 DI-313 6.0 363.76 359.10 359.00 114.54 LF OF 15" HDPE @ 1.75% 21`1 FES - - - 357.00 2G3 DI-3C 6.0 365.95 - 358.97 184.85 LF OF 15" HDPE @ 0.77% 2G2 MH-1 - 361.00 357.54 357.44 58.00 LF OF 15" HDPE @ 0.76% 2G1 FES - - - 357.00 2H2 DI-3C 8.0 358.20 - 351.70 33.86 LF OF 15" HDPE @ 1.18% 21-11 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 (replace existing mh w/ curb inlet) A2-3 DI-313 8.0 364.59 357.34 357.24 94.00 LF OF 15" HDPE @ 1.89% A2-2 DI-313 6.0 362.71 355.46 355.36 35.94 LF OF 15" HDPE @ 1.67% A2-1 DI-313 6.0 362.71 354.76 354.66 184.38 LF OF 15" HDPE @ 1.53% A2 DI-31313 6.0 1 359.02 351.83 350.06 (replace existing mh w/curb inlet) 128.70 LF OF 36" HDPE @ 1.21% Al FES - - - 348.50 (replace existing pipe) A4-2 DI-313 6.0 360.60 353.85 353.75 40.58 LF OF 15" HDPE @ 0.74% A4-1 DI-3C 6.0 360.30 353.45 353.35 41.20 LF OF 15" HDPE @ 0.90% A4 DI-313 6.0 360.29 352.98 352.88 (convert existing mh to curb inlet) 81.52 LF OF 24" HDPF @ 2.55% A3 DI-3BB 6.0 359.02 350.80 350.60 (existing to remain) (convert existing mh to curb inlet) 33.83 LF OF 30" HDPE @ 1.30% A2 DI-31313 6.0 359.02 350.16 350.06 (existing to remain) 213 MH-1 - 361.00 358.00 357.90 142.96 LF OF 12" HDPE @ 0.77% 212 MH-1 - 360.00 356.80 356.70 21.98 LF OF 12" HDPE @ 0.91% 211 FES - - - 356.50 2J8 DI-3A - 370.64 - 367.14 167.80 LF OF 15" HDPE @ 0.74% 2J7 DI-3AA - 375.80 365.90 365.80 127.10 LF OF 15" HDPE @ 1.48% 2J6 DI-313 4.0 371.32 363.92 363.82 89.00 LF OF 15" HDPE @ 2.31% 2J5 DI-313 4.0 367.86 361.76 361.66 160.96 LF OF 15" HDPE @ 3.89% 2J4 DI-313 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 @ 1.12% 2J2 DI-313 6.0 360.00 352.75 352.65 36.95 LF OF 18" HDPE @ 0.95% 2J1 FES - - - 352.30 2J3-1 DI-3C 4.0 360.55 - 356.55 38.00 LF OF 15" HDPE @ 2.24% 2J3 DI-313 6.0 360.25 355.70 353.15 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% 2K4 MH-1 - 375.83 365.38 365.28 181.72 LF OF 12" HDPE @ 0.99% 21<3 MH-1 - 368.91 363.48 363.38 159.48 LF OF 12" HDPE @ 2.50% 21<2 MH-1 - 363.50 359.40 359.30 22.63 LF OF 12" HDPE @ 3.54% 2K1 FES - - - 358.50 CC2 YD - 355.75 - 353.50 132.00 LF OF 15" HDPE @ 0.75% CC2 YD - 354.75 352.51 352.41 66.00 LF OF 15" HDPE @ 1.00% CC1 FES - - - 351.75 YU = NYLUHLAS 1 24" F'VU UA IUH BASIN STORM STRUCTURE SCHEDULE, CONT. STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 21-7 M H-1 - 382.50 379.40 379.30 112.00 LF OF 15" HDPE @ 0.75% 21-6 MH-1 - 385.00 378.46 378.36 142.75 LF OF 15" HDPE @ 2.98% 21-5 MH-1 - 380.00 374.10 374.00 22.66 LF OF 15" HDPE @ 8.38% 21-4 MH-1 - 376.00 372.10 372.00 142.96 LF OF 15" HDPE @ 5.18% 21-3 MH-1 - 368.50 364.60 364.50 159.48 LF OF 15" HDPE @ 3.39% 21-2 MH-1 - 363.00 359.10 359.00 22.14 LF OF 15" HDPE @ 2.26% 21-1 FES - - - 358.50 2M 13 DI-313 10.0 374.47 - 367.12 38.84 LF OF 15" HDPE @ 3.99% 2M12 DI-31313 10.0 374.47 365.57 365.47 50.08 LF OF 15" HDPE @ 6.91% 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% 2M8 DI-3BB 10.0 364.41 355.46 355.36 118.00 LF OF 24" HDPE @ 1.44% 2M7 DI-313 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 DI-3C 6.0 358.00 350.10 350.00 70.92 LF OF 30" HDPE @ 0.97% 2M4 DI-313 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 - - - 342.00 2M3-1 DI-1 - 353.75 - 349.75 21.42 LF OF 15" HDPE @ 4.11% 2M3 DI-3C 10.0 353.91 348.87 347.62 2Z1 DI-1 - 360.75 - 354.75 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 85.00 LF OF 15" HDPE @ 0.88% AA4 M H-1 - 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 M H-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% 2M6 DI-3C 6.0 358.00 351.25 350.50 2M2-2 DI-313 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 33.87 LF OF 15" HDPE @ 8.30% 2M2 MH-1 - 355.25 344.75 343.50 21\12 DI-313 8.0 355.64 349.24 349.14 41.91 LF OF 15" HDPE @ 4.56% 2N1 DI-313 8.0 355.21 347.23 347.13 33.65 LF OF 15" HDPE @ 7.07% 2M2 MH-1 - 355.25 344.75 343.55 204 DI-313 8.0 367.53 - 360.18 36.38 LF OF 15" HDPE @ 2.64% 203 DI-313 8.0 366.47 359.22 359.12 126.25 LF OF 15" HDPE @ 4.35% 202 DI-313 6.0 360.88 353.63 353.53 98.13 LF OF 15" HDPE @ 1.52% 201 DI-36 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-313 6.0 370.38 365.48 365.38 61.92 LF OF 15" HDPE @ 2.54% 2P1 DI-313 6.0 369.71 363.81 363.71 82.23 LF OF 15" HDPE @ 4.99% 2M 10 DI-3AA 2.5 370.86 359.61 359.51 2Q4 FES - - - 367.00 22.00 LF OF 24" HDPE @ 1.36% 2Q3 M H-1 - 377.00 366.70 366.60 99.00 LF OF 24" HDPE @ 1.52% 2Q2 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 @ 1.50% 2M11 DI-3BB 6.0 370.86 361.26 360.06 2Q1-1 DI-313 4.0 370.07 364.97 364.87 46.36 LF OF 18" HDPE @ 1.21% 2Q1 DI-3C 6.0 369.71 364.31 364.21 2R3 DI-1 - 370.75 - 364.75 24.00 LF OF 15" HDPE @ 3.54% 2R2 DI-36 6.0 370.94 363.90 363.80 50.13 LF OF 15" HDPE @ 1.44% 2R1 DI-3C 6.0 370.61 363.08 362.98 32.16 LF OF 15" HDPE @ 1.00% 2S13 DI-3C 6.0 370.61 362.66 362.56 2R1-1 DI-313 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-313 6.0 372.86 - 366.36 32.00 LF OF 15" HDPE @ 5.94% 2Y2 DI-313 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 RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 2S16 DI-313 10.0 382.16 375.76 375.66 66.34 LF OF 15" HDPE @ 6.77% 2S15 DI-313 4.0 378.07 1 371.17 371.07 37.35 LF OF 15" HDPE @ 3.13% 2S14 DI-313 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% 2S 12 M H-1 - 370.77 361.52 361.42 46.83 LF OF 15" HDPE @ 2.75% 2S 11 DI-3BB 6.0 369.58 360.13 359.90 149.65 LF OF 15" HDPE @ 2.14% 2S10 DI-313 8.0 364.50 356.70 356.60 100.88 LF OF 15" HDPE @ 2.98% 2S9 DI-313 8.0 361.29 353.59 353.49 131.44 LF OF 18" HDPE @ 2.56% 2S8 DI-313 6.0 357.08 350.13 350.03 103.74 LF OF 18" HDPE @ 2.51% 2S7 DI-313 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-313B 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 FES - - - 341.50 2T2 DI-313 6.0 359.75 - 353.75 25.50 LF OF 15" HDPE @ 2.94% 2T1 FES - - - 353.00 21-17 DI-7 - 365.75 - 361.75 132.00 LF OF 15" HDPE @ 1.25% 2U6 M H-1 - 368.00 360.10 360.00 62.30 LF OF 15" HDPE @ 9.42% 2U5 DI-1 - 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-313 8.0 358.14 353.28 353.18 60.22 LF OF 24" HDPE @ 0.83% 2U2 DI-313 10.0 360.20 352.68 352.58 74.00 LF OF 24" HDPE @ 0.78% 21-11 FES - - - 352.00 2V6 DI-313 8.0 365.67 358.42 358.32 108.61 LF OF 15" HDPE @ 2.38% 2V5 DI-313 10.0 359.73 355.73 355.63 31.84 LF OF 15" HDPE @ 1.10% 2V4 DI-313 8.0 359.73 355.28 355.18 109.75 LF OF 15" HDPE @ 1.89% 2V3 DI-3C 10.0 357.61 353.11 353.01 78.88 LF OF 15" HDPE @ 0.84% 2V2 DI-313 4.0 358.57 352.35 352.25 24.00 LF OF 15" HDPE @ 1.04% 2V1 FES - - - 352.00 2W5 DI-313 10.0 355.76 348.66 348.56 32.91 LF OF 15" HDPE @ 1.43% 2W4 DI-313 6.0 355.34 348.09 347.99 102.31 LF OF 15" HDPE @ 6.00% 2W3 DI-3BB 6.0 351.25 341.85 341.75 114.08 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 DI-7 - 349.75 345.85 345.75 51.00 LF OF 15" HDPE @ 2.45% 2W3-1 DI-313 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-313 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 DI-3C 6.0 345.10 337.20 337.10 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 M H-1 - 338.42 331.77 331.67 45.00 LF OF 18" HDPE @ 1.49% 2X1 FES - - - 331.00 2X4-1 DI-313 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-313 8.0 345.53 339.63 339.53 50.60 LF OF 15" 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% 2X5 DI-3C 10.0 345.10 338.35 338.25 2X3-1 DI-313 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-313 10.0 359.73 355.73 355.63 BB2 DI-313 6.0 354.31 - 350.31 12.00 LF OF 15" HDPE @ 2.58% 13131 END - - - 350.00 ** VDOT SL-1, SAFETY SLAB REQUIRED SANITARY STRUCTURE SCHEDULE STRUCT. # STRUCT. TYPE RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION C1 MH 360.25 350.45 350.25 94.98 LF OF 8" PVC @ 11.99 % A4 MH 357.65 338.86 338.66 Rvil-1-4 B 14 MH 370.00 365.70 365.58 50.18LFOF8" PVC @1.00 % B 13 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" PVC @ 2.45 % B 11 MH 360.73 353.31 353.11 89.88 LF OF 8" DIP @ 8.00 % B 10 MH 354.00 345.92 345.72 74.41 LF OF 8" DIP @ 0.65 % 139 MH 359.00 345.24 345.04 137.85 LF OF 8" DIP @ 0.65 % B8 MH 359.00 344.14 343.94 186.13 LF OF 8" DIP @ 0.65 % B7 MH 355.25 342.73 342.53 104.45 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 B 1 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 377.56 368.76 368.56 130.54 LF OF 8" PVC @ 1.34 % S2 MH 375.61 366.81 366.61 201.27 LF OF 8" PVC @ 6.36 % S 1 MH 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 M H 372.57 359.77 359.57 148.25 LF OF 8" PVC @ 0.77 % R3 MH 367.73 358.43 358.23 224.50 LF OF 8" PVC @ 3.47 % R2 MH 360.25 350.45 350.25 167.00 LF OF 8" PVC @ 2.72 % R1 MH 356.00 345.70 345.50 170.50 LF OF 8" PVC @ 1.62 % B7 MH 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 356.00 345.70 345.50 T8 MH 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 % T6 MH 377.21 368.41 368.21 189.99 LF OF 8" PVC @ 6.47 % T5 MH 367.21 355.91 355.71 273.58 LF OF 8" PVC @ 1.63 % T4 MH 358.30 351.25 351.05 185.92 LF OF 8" PVC @ 0.72 % T3 MH 362.51 349.71 349.51 225.79 LF OF 8" PVC @ 1.81 % T2 MH 353.22 345.42 345.22 207.98 LF OF 8" PVC @ 4.00 % T1 MH 345.70 336.90 336.70 167.00 LF OF 8" PVC @ 0.82 % B3 MH 340.50 335.33 335.13 T7-1 MH 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 363.60 352.80 352.60 Rvil-1-15 246.67 LF OF 8" PVC @ 1.28 % A 13 MH 357.09 349.44 349.24 Rvil-1-14 167.00 LF OF 8" PVC @ 0.60 % A 12 MH 363.65 346.24 348.04 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 87.81 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 Rvil-1-8 23.72 LF OF 8" DIP @ 0.67 % A 6 MH 354.43 341.30 341.10 Rvil-1-7 167.69 LF OF 8" DIP @ 0.75 % A5a MH 354.71 340.77 340.57 Rvil-1-6 100.85 LF OF 8" DIP @ 0.72 % A5 MH 356.05 339.84 339.64 Rvil-1-5 113.22 LF OF 8" DIP @ 0.69 % A4 MH 357.65 338.86 338.66 Rvil-1-4 116.65 LF OF 8" DIP @ 0.75 % A3 MH 346.50 337.78 337.58 Rvil-1-3 163.99 LF OF 8" PVC @ 0.79 % A2 MH 346.00 336.28 336.08 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 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF I/ Alan G. Franklin Lic. No. 35326 O 4v T = FSS / O NAL ISSUED: 02-20-20 SCALE: NONE REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 QO=tit t ¢ �=ON6 Ncco �_Lq c0°=ccoo00000 (n + UoU)c)MM + (¢/)C-)cM'MM (p c0 M+ V�jMMM CO 00 OQ (/MMM 00 00 cnMc''M w<Q7zz wV— �Q I�Q�zz 370 — — NOTE: ? z , `� z ? 370 RETESTING ILL BE REQUIRED ON ALL EXISTING MANHOLES THAT ARE ADJUSTED ASPART OF PHASE 2 CONSTRUCTION. 360 360 _ _ EXISTING GRAD _ — — P OPOSED GRADE 350 ' ' 1 Q 350 -- ---- — ---- ---- ---- () I I ------/0 — _— 963.99LF0 8"PVC@. _ — --— — — — — — — — — ---- 395.74LFOF "DlP-@-1.47% _°_ ____ ___—__ 330 2 330 EXISTING 8" SEWER 320 320 Q. Q. Q. Q Q, Q 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EX SANITARY SEWER W PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V Q �000(0 cBcfl=—r� lf)e) ��I" co co=MOO Q� 11-cl — f�co= Q�� 00 c0� ��=Mc01� QOR L0LOcn co co V¢jccjMcco CO D) 0) Q p + �c')M p � m co ((¢00 <t � MMM + V¢j V- V- c�M c) cl) ��+ V�jcciMMcl) 00 cn m cl' W EXISTING °.-°Q�z WA-°Q�z� �°'Q z� L>u,04 j O PROPOSED GRADE � 37 z; z co z, �, z, co z z; 370 360 cD 360 350 w I I _ _ — -- I I i° 350 _ z I I -- _-- I I I I I I I I J I I I I I I I I 1 148.87 LF OF "DIP @ 0.60% "D/P@0.60° 1 I I 282.66LFOF ____ —�----------------� U I I 1 I 1 1 °--------- °r------- ____ --- ------ —-------- 55.ODLFOFB'DlP@90.60%----- — — I �_ ____ ____ ---� —°___ ----- ____ �___—__ ° 00.85LFOF8'DlP 0.72% _ —°— b�8 "DIP 69/° °� @ _— -- ____— __—____ 340 — ---- O 340 -------__ � 75 co 3.72LF OF8"DIP @ N .67% Q 330 �330 EXISTING SEINER w NOTE: Z RETESTING WILL BE REQUIRED ON ALL EXISTING MANHOLES J THAT ARE ADJUSTED AS PART OF PHASE:2 CONSTRUCTION. 32 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q v320 I- V V V V V V V V V V V V V V V V V V 0. Q. Q a a a a Z> 17+00 18+00 19+00 20+00 21+00 22+00 23+00 EX SANITARY SEWER W PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V C7)rV ����� Q = N cp I*- cM�OOOMp N W r) u0 LO ������ pj M c0 Lo ���NO 00 00 + VjcncYjMM N "t N �t + v�jMcl)co co + V¢jcncCjM EXISTING RADE +UMMM (n >CNV�ZZ~ NU�z~ NvZz~ x Q W�>O _ _ PROPOSE GRADE C' 37 co »�>O zz, z> co 370 0 I I --- I I I I ---- — ---- 350 w I I' I I 967. OLFOFS PV @0.60/ ° Z 1 1 I I 323.40LF % ---------- ------ --- F8"DIP@0.6 J 87.81 LFO '8 DIP 0.60 1 87. 7LFOF8"Dl @ 0.60% ------- I L — — — — — ---------- ---- ------- ------ ---- ------ U 340 Q c) 340 + M EXISTING 8" SEWER Q 330 �330 NOTE: o w RETESTING ILL BE REQUIRED ON ALL E ISTING MANHOLES THAT AREADJUSTED AS POtRT OF PHASE 2 CONSTRUCTION. UO Z_ J J m 32 Q P J v320 Q Q Q Q J Q m d d U) I- , - - Q. �5 G �t 0 W W W Lu W Q z z 24+00 25+00 26+00 27+00 28+00 29+00 30+00 EX SANITARY SEWER W PROFILE; STA. 23+40 - 30+20 SCALE: 1 "=20' H; 1 "=10' V ►Ian Franklin PE, LL( 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 Q T CUSS / O NAB 06 2 w cD aU) W LL Z J Cn 1< CD ILL YJ�p oJ5; � N / Z W LU Z) 3: Q Q � w (n Lu oz� a LLQw � m z Q�a Q J Q ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ►Ian Franklin PE, LL( • 370 360 350 340 330 320 37R 360 350 340 330 329 370 350 N c _ O� 11� o + cQ U M M F' EXISTING GRADE co + U) M M co z PROPOSED GRADE M U z I — co zj co zj z z co U I 246.67 L F OF 8"PVC @ >.28 % -------- I I Lu J U CQ G EXISTIN13 SEWER NOTE: RETESTING WILL BE REQUIRED ON ALL EXISTING MANHOLES THAT AR ADJUSTED AS PART OF PHASE 2 CONSTR CTION. 31 +00 EX SANITARY SEWER 'A' PROFILE; STA. 30+20 - 32+30 SCALE: 1 "=20' H; 1 "=10' V Qw Q) J O Q) (V (V uw) O 00 00 O Lu Qu U J U-) U-) O N O o r� 00 00 00 00 cn o0 O 0 0 0 Ozrmmmm EXISTING GRADE Cz+ryir LO m Q<:�iZZ :D PROPOSED GRADE a!�R 2i �;ZI Q » O Q ~ > O co zzj co � z — — z _-- Q — gg°% 11.2' 8" p1P 10.5' j< g4 9g L OF cv J O � 0 Ln = M 10+00 SANITARY SEWER 'C' PROFILE SCALE: 1 "=20' H; 1 "=10' V 11 +00 370 360 350 340 32+00 370 360 350 340 330 320 36' MIN. 0,25' MIN, THICKNESS STEEL CASING ROADWAY PAVEMENT COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS 36' MIN. i -12" CONCRETE FILL - ( J - BOTH ENDS 2'-0' 2'-D' 7' OR 8' 1 7' OR 8' DUCTILE ]RON PIPE 18' OR 20' JOINT ❑F D.I. (RESTRAINED JOINTS) NOTE: 1. STEEL CASING 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 SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER iA9WYS UNDER STREAMS N.T.S FI G. S- 5 QLu I" It N m_jV)0000to J 00 O CO m J �� � �_ �c)c - M M M (n O m r U�2 00 m m m N M 00 �comMM 00 �co �� LO Trim cn z + Q mmM �_ Z +mmm Q- 2E Z + Q mmm Z Z �� �QD'j0 �Q� �Q cQ �0 Z� u� Z j cQ� j0 z j < U)� jj0 ZZ j Z Q Q - Q - Q NOTES: 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVq PIPE. 2. 4LL DIP SANITARY MAINS TO BE P401 DIP. 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITAR MAINS AND STORM DRAIN LINES SHALL BE 12". 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITAR MAINS AND WATER MAINS WATERLINE 18". 5. MAINTAIN 3' MI IMUM COVER DVER SEWER. 0 c0 EXISTING GRADE C� PROPOSED GRADE Q AERIAL CROSSING OF CREEK & BOTTOM LAND WITH 8' GRIFFIN LONG SPAN DIP SUPPORTED (n WITH 1 "0REINFORE EDCONCRET ------ — — — — ---------w SONOT BEPIERS @1 'O.C.WITH A JUSTABL ---- ------ STAINLESS STEEL ST NCHION SADD ES — _-- ACCORDANCEWITH (IN STMRt - _ - - - - _ - - - - - - - - - - - - - - - - i 1 4.70LFOF8" IP @ 0.65% -- 171.29LFOF8"DIP 0.650 0 2-99-.59LFOF " DIP @0.65% _ _----/ Q AL STAINLESS STEEL STANCHION SADDLE SP CIFICATIO MAN FACTURER: FM STAINLESS, LLC - (706) 636-1881 ITEM #: 59C-8 STAINLESS ST EL MAT RIAL: 304/316 N ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, Q Q Q DIST8,NCE TO CENTER OF CONCRETE JO J J a co a d NT N N 10+00 11 +00 SANITARY SEWER 'B' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 • 370 360 350 340 330 320 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF Alan G. Franklin of Lic. No. 35326 w o F`SS / o � N A L 06 2 w C� Q W LL Z J U) ILL �e 0 o J � m—\} N / Z W E) 3: LU Q Q � w oz� ui �Qw � m z Q�Q Q J cn a 0 KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 cr J 0f-0-5-4cy) m J (n0N(OI, O O) m J N U)OcM O Ln It' c6o6 M m J ti (00o6 O O CO (f)01": J 04 N )NNN _ 00 M M_ �+ M co M= t M M_ M M M ( cr = t M co M Q z Q Z H Q N Z H Q N Z Z Q N 2i Z H - Z)- O D > O -D D Q Q j 0 Q> COC z Q> co z, Q cn� z, Q» U) U) zz> `n' z' 38 z z 380 a - Q O (0 370 � 370 EXISTING GRADE PROPOSED GRADE r5 CIO 360 z 360 _ - - - - - - - - - - - - - - 350 Q - _--' 2. ' -- ---- ----- ---- ---- - - - - - - -- 350 G 1.7' - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ 186.13LF0 8"DIP @0.65 0 -� /--- - --- 104. 5LFOF8"DIP@0.65% 340 �� � LF OF 8' DIP 3.81% 2' (::)340 F 8 " PVC o. 5°io 371.19 LF M N 33D F ORE UNDER 330 STREAM PLUS 1 'STEEL 1. ALL PVC SANIT RY MAINS TO BE SDR 26 PVC PIP � 2. ALL DIP SANITARY MAINS TO BE P401 DIP. SING PIPE PER ACSA DETAIL w 3. THE MINIMUM VERTICAL SEPARAT ON BETWEEN SANITARY MAINS ANDS OR DRAIN LINES HALL BE 12". (D ( NOT DISTURB STREAM!) Z 4. THE MINIMUM VERTICAL SEPARAT ON BETWEEN ANITARY MAI S AND WATER, MAINS WATERLINE 18". J 320 5. MAINTAIN TMIPJIMUM COVER OVER SEWER. U 320 N J J J _ aJ J N Q J O O - 't - 't - - O co In c _ 17+00 20+00 22+00 23+00 18+00 19+00 21+00 SANITARY SEWER 'B' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V It 38 380 IF 370 / 370 360 360 M+ --------- ----------- 350 N ------------- -------- 350 340 CN 340 33 330 320IAL- 320 24+00 25+00 26+00 27+00 28+00 29+00 30+00 SANITARY SEWER 'B' PROFILE; STA. 23+40 - 30+20 SCALE: 1 "=20' H; 1 "=10' V It O� m O °0 m c'M O I� Ln N N N I- co CO + M co M EXISTING GRADE LC) O U) U L+ M qt coo O O Ln LO U) (n + CO (O M ��z� PROPOSED GRADE Qm1 QM�Z� ��jO <� O ��>O 38 �' z' '- Z'- 380 370 ------ -_-- --- ---- 370 J O O I� ti LnJ +o w000� N O OcoO c'Ln6LO 7�. L PVC SANITARY MAINS TO BE SDR 26 PV PIPE. O r rn 6 =:50:-18 :OFPVC 1.00°/ 8" S UB 1% @ z Q � m m co Q L DIP SANITARY MAINS TO E P401 DIP. � z N m LQ M" Q 0 /o � � z z F .E MINIMUM VERTICAL SEP RATION BET EEN SANITAR MAINS ANDS ORM DRAIN L NES SHALL BE 12". = � � 227.75 L OF 8" PVC 1.00 Q > > O 4. HE MINIMUM VERTICAL SEPARATION BET EEN SANITARYMAINS AND WATER MAINS ATERLINE 18". Q < O 370 � z z > 5. AINTAIN 3' MI IMUM COVER OVER SEWER. U) � 77 370 360 360 Q Q EXISTING GRADE PROPOSED GRADE 350 360 360 350 _ -------_-_ - - - - - - - - F 1.2'3.5' 7 340 340 350 ,� 207.20 LF F 8" PVC @ 1. 0 350 X 1.2' w 33 NOTES: N z A AINST 330 w N J 2. ALL IP SANITARY MAINS TO BE P401 DIP. Q � Q Q Q Q 3. THE MINIMUM VERT CAL SEPARAT ON BETWEEN SANITARY MAINS AND STORMDRAIN LINES SHALL BE 12". O J O J J J > > 4. THE MINIMUM VERT CAL SEPARAT ON BETWEEN SANITARY MAINS AND WATERMAINS WATERLINE 18". > ul > > > 5. MAIN AIN 3' MINIMUM COVER OVERSEWER. co OM 320 M 4 N 320 10+00 11+00 12+00 Q Q Q Q J J J J Q J Q J Q J Q Q Q J J J Q Q J J SANITARY SEWER'R1-1' PROFILE U U U U U U U U U U U U a_ 0- a- a_ a a_ a a a a a a SCALE: 1"=20' H; 1"=10' V v 31+00 32+00 SANITARY SEWER 'B' PROFILE; STA. 30+20 - END SCALE: 1 "=20' H; 1 "=10' V m J N N O � J O O ti � ti M� O O Lf> Ln m O I� Ln lf) O O C'M M m (n2 MCC (n= MM }MMM � + Q N Z H t � Q N Z� C.0 z H ,O ,p>O Q�. (A� z j Q� (A� z j � z> z Q Q - - EXISTING GRAD PROPOSED GRADE - - - - - - - 370.68E O ---- ---- � 74.41 L OF 8" DIP @ .65% 137. 5 LF OF 8" DIP 0.65% z o J = 0 LF JACK AN BORE UNDER + (� TREAM PLUS 15' STEEL O ASING PIPE PER ACSA DETAIL co DO NOT DISTURB STREAM!) C G w z X � ___I z NOTES z � MAINS-TO-RE-SDR R 26 P � A V w 2. AL DIP SANITAR MAINS TO B P401 DIP. w Q 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LIN S SHALL BE 1 ". Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q � 4. THE MINIMUM VERTICAL SEPARATION BETWE N SANITARY MAINS AND WA ER MAINS WATER LINE 18". J J J J J J J J J J J J J J w a U U U U U U U U U U U U U U U U U U U U U U U U U U U C C 5. MAINTAIN 3' MINI UM COVER O ER SEWER. > > > > > > > > > > > > > > > > > > > > > > > > > > > ►Ian 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 T = N A L U) w J I KEY ISSUED: 02-20-20 SCALE: REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 390 • 370 360 350 340 39( 38( 37( 36( 35( 34( 390 • 370 360 350 340 ti m J O N I,-Lf) J LO O f� Lo N It It N J N U)Q+LoN (n = � N N Lo ch 41 It (n0.4 U) = ti Lo LOV) � It U) mC)000 't CO Lr) Lr) L0 coo + r-- _ LO Co co m co co co M Z+ M M M + �gzz� M M M M M M O Q< 2i Z Z j Q � Z? Q�� ? _ _ CD Q��»Q Q >Q � »Q Q>Q zz� U,U, z� 0 zz� � z� z z Q Q _ Q _ Q U) w 1. ALL PVC SANITARY MAINS TO BE SDR 20 PVC PIPE. Z 2. ALL DIP SA ITARY MAINS TO BE P401 DIP. J 3. THE MINIMUM VERTICAL ISEPARATION BETWEEN SANITARY MAINS AN D STORM DRAIN LINES SHAL BE 12". 4. THE MINIMUM VERTICAL ISEPARATION BETWEEN SANITARY MAINS AN D WATER MAINS WATERLINE 18". U 5. MAINTAIN &MINIMUM COVER OVER SEWER. EXISTING GRADE C�C G PROPOSED GRADE --- _-- --------- --- — — — — — — —— 148 9.9 LF OF " VC 0.7Z%--- —__— 224.50LFOF8 PVC 3.47% ----- ---- ---- __-- 1.2' 0 167.00 LF OF 6.6' 170.50 LF OF 8" PV 1.59% o 4.3' w C Z J N W N J 0 J J J J J J J J J J J J U U U U U U U U U U U U U O > > > > > > > > > > > > > > d [L d R> D_ 0- co N tt d 11 +00 SANITARY SEWER 'R' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 390 WE 370 360 350 340 17+00 18+00 19+00 20+00 21+00 SANITARY SEWER 'R' PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 15+00 39 weld 37 Lm 35 34 16+00 17+00 390 ME 370 360 350 340 SAN. SEWER'S' PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V Q' J O N � � N J a? � 00 Cfl (n J N U)Q + 6600 (nO N 4 MM U)QM OO �=— Q coLncn co M co co z+ M co co z+ O Cfl M M E� _ Z Z Q r 2i Z? Q Q- Q z cn j j Q ZZ> j CO CO ?> Q CO CO > O Z> U z NOTES- U U 1. ALL SDIR 26 PVC PIPE. _ _ Q VC SANITARY MAINS TO BE Q Q 2. ALL IP SANITARY MAINS TO BE F401 DIP. 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINE SHALL BE 12". 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE 18".- 5. MAINTAIN 3' MINIM M COVER OVER SEWER. EXISTING — — — — — GRADE PROPOSED GRADE — — — __— ------ .3' 130.54 LF OF 8" DVC_p 1. 4% ---- ---------- ---- -- — ----- ---- ---------- -- — ---------- — --- -- --- � go,.27LFOFg„p � 1.4 2.9' 4.3' U) 4.3' 328.93 LF OF " PVC 0.96 ° w Z J U X X w w w z Z_ z CV N J W co N W (V W Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q > Q Q J J J Q J > >� J J J J J J J J >� IL U a U 0- U a_- U a U 0- U as U a_ U a U as U a_ U as U a o --�, o o co N 't co It tt It co 10+00 11+00 SANITARY SEWER'S' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 i•1 370 350 390 370 360 350 340 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ec, ��P�T Alan G. Franklin Lic. No. 35326 4.,j. FSS o NAL U) W J KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 751 �11 �C•1 �C•1 ME �11 370 360 350 330 �11 390 '1 • CO J O �0 + O M M NLf)LoLo It M M J ti U)0=+ O Lo(D a "t co H J cp0NMLf)Lrs 0) N N LC) It �t Lu J f� (n0NNO0) L o l� Lo (0 'It � = co M M M M cn = = Q c) M U) = Z+ 00 M M M w = = < Z Z Q 2 U)Z Q co Z H Q( Z Q »0 zZ> Q � > z Q� U)� >0 z> Q� �U) >0 z> z Q z z o c0 Q Q Q + (D U) w Z NOTJ ES: 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC PIPE. U 2. ALL DIP SAN ITARY MAINS TO BE P401 DIP. 3. THE MINIMUM VERTICALSEPARATION BETWEEN SANITARY MAINS AND STORM DRAMI LINES SHALL BE 12. Q 4. THE MINIMUM VERTICALSEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE 8". CC G 5. MAINTAIN 3' MINIMUM COVER OVER SEWER. EXISTING GRADEPROPOSED GRADE -_------- ---- ------- ---_---- ------------ --- - - ---- - ---- - ---- 1.1' 2 5.79LFOF8" pVC Ccp 1.81% __-- ---------- -- - - - - - 167.00 LF O -- - - __-- 0 - 3.8' 1' 2 7.98LFOF8' PVC 4.00°° 8" DIP 0.82 1 X w _ N Z_ J W - N I-- ih N Of j elf J j Q Q Q Q J Q Q Q O O U d U d cn U d U d U d U d U d U d0 c0 LO 10+00 11+00 SANITARY SEWER 'T' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 HJC.MNO H J04N6) HJNN N U)0 N0c) LC) �0pr�coLf� _+ c M r i U)O .4r� _+ O ao M Q) + M M M Qo2z� c M aN2 M H ���j0 D �Q�>O �Q� O co~ z; �� z> U)� > z Q 77 Q - Q + Q w z ------- QEXISTING GRADE C G- PROPOSED GRADE - - - - - - - ---- --------- - - - - - - - - - - - - 4.8' LFOF8„PVC - - - -J - - 19.99LFOF8 --- ---- --- .- 1.6' ----- --- 1.5' 273.58 F OF 8" PVC • 1.63% • 185.92 LF OF 8" PVC @ 0.72% • NOTES: R 26 PVC -PIPE. 1. ALI. PVC SANITARY 2. ALL DIP SANITAR MAINS TO BE P401 DIP. 3. TH MINIMUM VE TICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LIN S SHALL BE 1 ". 4. TH MINIMUM VE TICAL SEPARj,%TION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE 18". 5. MAINTAIN T MINIMUM COVER OVER SEWER. - w N - LID Z N - J w W N - Q Q Q � Q Q Q Q Q Q Q Q Q Q Q J J J J J J J J J > J J J J U U O U O U U U U U Q - 't - � LC) - Lp c - - - - Lf) � - 00 - - - - 17+00 18+00 SANITARY SEWER 'T' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V 370 e C 360 F L s 010 h 19+00 20+00 H J N O O (n O M O N J� O 00 f� O 0) C0 I- � = N 00 r- � = L0 O 00 QN2ZZ EXISTING RADE QNg� Q iY PROPOSE GRADE Q iY 0 O U) Vj z z U) Uj > Q--____--- - ---------_ _ Q - 220.78 LF OF , PVC @ 1.820/ b 1.20 LF OF 8 PVC 6.24% V NOTES: 1. ALL PVC 2. ALL D SANITARY MAINS P SANITARY TO BE S TO BE R 26 PVC PIPE. 'ED BETWEEN SANITARY MAINS AND STOR DRAIN LINES 3. THEN -MAINS INIMUM VERTI AL SEPARATION SHALL BE 12". 4. THE INIMUM VERTI AL SEPARATION BETWEEN SANITARY MAINS AND WATERMAINS WATERLINE 18". 5. MAINTAIN TMINIMUM COVER OVER SEWER. U 7 J J J J J J J J J Q 26+00 24+00 25+00 ANITARY SEWER 'T' PROFILE: STA. 23+40 - 30+20 �11 390 '1 • 370 360 350 '1 • 370 360 350 21 +00 J O Ln r U-)' J Lj� O O C) O� Oti LOf) L(j Lf) M M M M V (D Z+ CD co M Q :�i Z Z Q o �» 0 O Q Q U) U) > Q z Q z EXISTING GRADE PROPOSED 7Z GRADE @ 5.02% ---------- / -------------- 6 LF OF 8" PV • 63. H J H Q > > 10+00 10+60 SANITARY SEWER'R4-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 390 360 380 350 370 22+00 23+00 Me c•� ales] �11 390 370 +360 N Q u) 350 w z_ J 340 a 1330 H J O O r- O O r- J ~ O F- cy) ti ti co NO U) CO 00 r-- � � M M M M U)Z N + M O c) co Q 2 Z Z? Q 2� Q��jj0 EXISTING GRADE Q��0 U) z z PROPOSED GRADE co U) Q _ z Q 2.3' 119.70 LF OF 8" PVC 3.9 X w Z J Q Q w J U >Q > a a o 00 N 10+00 SANITARY SEWER 'T7-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 11 +00 O O N. ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���PLT H OF Alan G. Franklin Lic. No. 35326 T = NAL . U/ w J KEY ISSUED: 02-20-20 SCALE: REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET SCALE: 1 "=20' H; 1 "=10' V OF 75 400 400 CIO 390 390 380 ----------------------------------- 380 370777771 ---------------- 370 xxj 360mslm 360 LL 350 350 12 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'R' (TERRAPIN) PROFILE -; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V ALL FILL MAT RIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND WATERLINES WITHIN THE RIGHT-OF-WAY HALL CONSISTOF TYPE I SELECT MATERIAL AS DEFINED INSECTION 207 OF THE 2016 VDO ROAD AND 400 BRIDGE SPECIFICATIONS A D MUST BE PLACED IN SUCCESSIVE UNIFORM N 8" COM SOIL'S ---- 400 Q o -- (9 DRY DENSITYAS DETERMINED BY ASTM D 98 + EXISTINGGRADE (c) PROPOSED GRADE — — 390 - 390 , ENCASE 8" WATERLINE IN 40 LF O 16" STEEL SLEEVE LL.I PER CSA SPECIFICATIONS AT AR H BRIDGE 2' z CROSSING- C� 380 J SHAL OW WATERLI E UP TO 3' OF MINIMUM71 — — — 380 U COVER TO PROVI E CLEARANC SHOWN 2' SEPA FROM ARCH RIDGE AS NECESSARY. ATION BETWEEN TOP OF STRUCTURE AND BOTTOM OF WATERLINE CASING ADDITIONALLY, P OVIDE INSULATION OF 1.4' WATERLINE PER ACSA SPECIFICATIONS. 370 7777 370 .5' MIN. COVE — — — 8" LASS 52 DIP WATERLINE 36 - - - 360 2. ' w w __ w w w w w w w w w w w w > U U a0 U �' U U U U U U U U U J Q 350 >Ir - ALL FI MATERIALS PP RTIN ROADWAYS, EMBANKMENTS. AND - > > > > > > w N w WATERLINES WITHIN HE RIGHT-OF-WAY SHALL CONSIST OF TY E I SELECT `" - w v7 w N w w w w U) w w w w w 350 cn Of MATERIAL AS DEFINE IN SECTION 07 OF THE 201 VDOT ROAD of AND w cn of Z Q � of g w cn � � U) of U of z Q U) of U) of cn of U) � 07 Q w w of w BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM w w U) w uw w w w w � w w w w w w Q Qcl) LIFTS NOT EXCEEDING8" AND COM ACTED TO 950OF THE SOIL' MAXIMUM Zo > Q U Q (0 > � Q Q Q Q U Q Q Q Q w (0 > > � DRY DENSITY AS DETERMINED BY A TM D698 X (i Q X (D Q � a � � 3 � X O O Q r r r r ro r T co r r r r co r r r r Q co co co w 17+00 18+00 19+00 20+00 21+00 22+00 WATERLINE 'R' (TERRAPIN) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 380 380 370 370 360 360 I=rT 350 350 340 340 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE 'S' (MEANDER) PROFILE SCALE: 1 "=20' H; 1 "=10' V 0 cfl cfl Q EXIS ING GRADE PRO OSED GRADE LLJ z \ 8" CLASS 52 DIP WATERLINE � < � GRA E ---------- — — 3.5'MIN.COVE PROPOSED 6"CLA CLASS — —_--_ WATERLINE 1.3' 4.2' — — — — — C� c� 1.8' ' O w w w ww w w w w w w w w O 0o U U U U U U U U U U U U U o0 W N~ N_ W W W W W W W W N W W N W W LLI z W (n (n (n (n (n _ fn (n (n � U7 z fn (n � LLI (n (n � W Z W J W 2 � � � � � � � � � W � � � W � � W N W W W WW W W W W pp W W � H W W HJ co W ~ � ~ co �k W X Q�X1Q>>>»> >Q >Q >Q >Q >Q >Q >Q >>�>>>�XX>>Q >Q >Q >Q >Q L 00�W�co W> ►Ian Franklin PE, LL( 0� Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 06 0� > OP_T H OF c� v Alan G. Franklin � Lic. No. 35326 o N A L — ' a 0 J W JTF V LL W Z KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 751 ALL ILL MATERIAL SUPPORTING OADWAYS, EMBANKMENTS, AND 380 WAT LI FIN SHALL CONSIST OF TYPE I SELECT C� 380 MAT RIA AS D FIi EDSECTION 207 OF THE 016 VDOT ROAD AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM EXISTING GRADE LIFTS NOT EXCEED NG 8" AND COMPACTED TO 95% OF THE S IL'S MAXIMUM PROPOSED GRADE DRY DENSITY AS D :TERMINED BY ASTM D698 370 370 - -- 3. 'MIN. COVER ----_ ___ 360 __-- 360 8" CLASS 52 DIP 350 350 4. ' > > > bo w U w U w U w w U U w U w U w U w ao w U w U w U w w U w U o > >340 �_ 340M ' W W cn W cn W cn W W cn U) W cn W U) w cn Z w W � W c/) w U)Z W c/) W c/)w ' W Z J W W W W W W W [IfQ W U w Z H J Of W Of W W' w Q U) Of W OfW W Z H J ap W X Q Q Q Q Q Q Q Q Q > a- 00 W X Q Q Q Q > Q Q Do W X Q co co co co 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'T' (BUTTERFIELD) PROFILE SCALE: 1 "=20' H; 1 "=10' V EXISTING GRADE PROPO ED GRADE 370 370 PROVIDE GRADUAL 6" CLASS 52 DIP 8" CLASS 52 DIP — — — — — — — _ _ DEFLECTION OF PIPE TO PASS WATERLINE WATERLINE 1.4' 3.5'MIN.COVER — — — — — WATER UNDER STORM TO — ----- — --- -- � — -- PROVIDE12" IN. SEPARATION -- ----� _ FROM STORM — — — — — _------- _ — — - � 360 360 6" CLASS 52 DIP — — — — — — — — WATERLINE U) Fw 21 ? 350 350 J U < 340 340 O bo w U w U w U w U w U w U w U w w O 330 N = - � � - j N_ 330 w z W cn W o cn W cn W cn w W U) N W U) z W U)z W N U) W U) U) W U)x W z W J O W Z W W W W W I— W W O w m W m W w m �� W o W W ao W J _ H > >Q m o >Q >Q - >Q �o > >Q ~ Q �n 0 >Q 0 CV H Q ~ Q Q >, 0o >W 00 Co > LL > N > > > Co Co = > > 'IT >w 00 Co = 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'U' (MOSSY ROCK) PROFILE -; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V Cfl 37 + 370 Q EXISTIN 3 GRADE PROPOSED GRADE 360 J \ = 1.4' 350 -- _ _ - - - 350 Q 8" CLASS 52 DIP WATERLINE _ 3.5'MIN.COVE -- ---- _ ---- ---------- --__ ----------- _ 1 --_— ---- —_ --- ----- 1.7' 347!7 340 � 1.5' w w U U w U w w w LLJ U U U W U w U > w U w w U U w iL1w U w U w U w U w U w U 330 0-1 Ir Ir 330 W W fn cA W fn W W N W Lu fn cn cn W c/) W U) N o o LLI Q W (n W W c/) cn W c/ Z W U) - W (n W (n W (n W (n Q w w w w w w w w w w� w W w w W Q U) w w w w w p Z L: WLL � H Q � Q F - H O H f— Q Q Q Q � Q � Q O ,_ - �> E-- Q � Q <t � Q U F-- Q H Q � Q F- Q � Q w - �> LO oo 1 io rI I;0I- bo Fo I m 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 ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF I//�c og� Alan G. Franklin Lic. No. 35326 o � F`SS / o NAB ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 370 360 350 340 370 360 350 340 330 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE 'W' (CATTAIL) PROFILE -; STA. 10+00 - 15+20 SCALE: 1 "=20' H; 1 "=10' V EXI STING GRADE PROPOSED GRAD EPHASE WATERLINE 3.5'MIN.CO ER---.2`--- ---- --- 8" CLASS 52 DIP WATERLINE w w w co U U U eo > - 0- w w w pLu ry Q X Q w H�co � r LO 00 10+00 WATERLINE 'Y' (VILLAGE) PROFILE SCALE: 1 "=20' H; 1 "=10' V 11 +00 12+00 370 360 350 340 370 360 350 10+00 11+00 WATERLINE 'Z' (STEAMER) PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 340 70 •1 91c i m W 380 380 EXISTING GRAD 370 /-�PIROPOSED GRADE 370 O — — 380 360 — — _ 360 _ _ w Z 370 350 = 350 U Q 360 340 340 350 330 w ' af rr w w o _ - 330 Lr->11 Lr-> w w w Q w J w U) w w w � w J w CV z LJ -w z _j Q Q cn Q co Q Q Q co cflii X Q m o m o - Q c+ocoio u- 't � - 16+00 WATERLINE 'W' (CATTAIL) PROFILE; STA. 15+20 - END SCALE: 1 "=20' H; 1 "=10' V EXISTING GRADE PROPOSED GRADE --------_ ---__ 3.5'MIN. COVER------ w J Q 9.7 06 ._ w Q 8" CLASS52 DIP - >. U) v WATERL INE w CD c/ O� Z o - U) _ M a_ Q<J Z w Z Z < Lj w wZ X > co H w Q X Q 00 10+00 WATERLINE 'V' PROFILE; SCALE: 1 "=20' H; 1 "=10' V 11 +00 12+00 13+00 370 360 350 340 ►Ian 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 T = N A L V ) w J ILL 0 Z KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 751 370 360 350 340 330 C 370 350 330 37 e 3F 34 3': C C 370 360 350 340 330 C EXISTING GRA E PROPOSED GRADE E ISTING GRAD PROPOSED GRADE \ M6S POCK RD — 7.4' 5'MIN. COVER —__ --- 7.6' 3.5' MIN. CO ER _-- 1 1 \\ ---- ---- --- 6.7' Cfl 11E + — — ---- 8" CLASS 52 DIP1 3' 1.1' WATERLINE U) j x - - j m w ° w w w ui w w w w w Z 0o w _U U_ U o0 U_ N U U U__ — ' ! c7 > > > W c > N W cn < = _ N > W U) > W cn > .. N W cn W (n N~ W C0 Z W W Z p JW w Wco Z W W z O~ W W W— z W WLL Q o Z U 0� W � > � m m ()� W m O W ~ W ~ W ~ F— O W ~ H .- O W ~ W ~ W ~ W ~ W 00 XF-- (0 (0 XUQ N N X J N U) U' > >Q > >Q > �� x � >Q > X� - >Q> > >Q > >Q> > >Q> > > 0- > 0 m 00 >Q> > 00 CO 00 CD LL c 00 U N 00 � r r 00 >Q> > CD M 00 co N 5� G 10+00 11 +00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 E CASE 8' WAT RLINE IN 50 L OF 16" STEELSLEEVE LL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND P R ACSA SPECIFICATIONS AT ARCH BRIDGE CROSSING ATERLINES WITHIN THE RIGHT-OF-WAY S ALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD AND S 1ALLOW WATERLINE UP TO 30F MINIMUM Q OVER TO 3RIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM P OVIDE CLEAFANCE SHOWN FROM ARCH BRIDGE. IFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM ROVID€-INS SHALLOW WA I LKLINE 3 OF MINIM( COVER Y A P =R ACSA SPEC IFICATIONS. TO PROVIDE V CLEARANCE FROM BOX CULVERT. ADDITIONALLY, PROVIDE INSULATION OF WATERLINE EXISTING GRADE 2' SEPAR TION BETWEEN TOP OF PER CSA SPECIFIC TIONS. PROPOSED G AIDE s'rRUCTUFZE AND BOTTOM OF - VVATERLINE CASING _ ------ 3. 'MIN. COVER cfl — -- -- + 5.1' N 1.41' 1.8' Q 1Q c/) w w Z_ Z J J U o Q > > Q co w iu Q - a M >w - N L N N M} 0 W Z Z W= W Z 2 uj(� Z m W ~_ • J � O O U w O U) W ~ LL W J O W ~ 0 ~ U) �J � L1J -Q� � X x-i X� X~ X� N 00 >Q > 0o U co 00 CO _ 0o >Q > 00 Co 17+00 18+00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 16+60 - 23+40 o 19+00 20+00 21 +00 22+00 23+00 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 GRAD LAZY BRANCH CUL DE SAC 1.5' MIN. SEPARATION, TYP. HALLOW WATERLINE UP TO 3' PROVIDE GRA UAL — — — PROVIDE GRADUAL O MINIMUM COVER TO PROVIDE DEFLECTION OF PIPE TO ASS 6" CLASS 52 DIP — — — — DEFLECTION OF PIPE TOP SS 1' CLEAR NCE FROM BOX WATER UNDER STORM TO WATERLINE — — — WATER UNDER STORM TO CULVERT. PROVIDE 12' SEPARATION FROM STORM MIN. — &OVIDE 12" MIN. SEPARATION N FROM STORM INSULATION OF WATERLINE PER + ACSA SPECIFICATIONS. —�— — --- _ — 3.5' MI . COVER 7T M 11.3' (n 13' w Z _ Q U w � U W W W W W W W Z O W W W W W W W W W W W W U U U J U J U J U U U U m J U U U U U U U U U U > > > > > > > > > > > > > > > > > > 0' W W' W Of W W' W N X co N W N W W W W W 0' W W Q' 14 W W W' W W Q W W W W W W it U)cn cn U) cn U) W W Q 0 fA (n fn fA U - CO c/J cn cn c� cn fn cn cn Q W W W Q J 0 W Q J � W Q J W �� w� W=W W L W Of W o_ Q J of W � W � W � W � W � W w W W W W _ w W' 0 Z •- H Q H Q H Q Z H Q Z H Q z � Q COU (>.� I— Q ; H Q _ Z H Qcf) 0- H Q H Q H Q H Q H Q H Q W � Q H Q Q >. Q co Q U) Q cn XO x 0 x 3 3 Q U) o � � � m 3 � c� r- m m 0o co co X W - - 00 0 r co :31 +UU WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 30+20 - END SCALE: 1 "=20' H; 1 "=10' V 32+UU 33+UU 3b+UU 07*1 010,' 370 •f 350 340 330 3501 L�1 330 701 •s s .m .ti] ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF c� v Alan G. Franklin Lic. No. 35326 O �v T = F11 / O Q) NAL U) w J LL 0 Z 1 TF II, KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 FRAME & COVER SEE FIG. S--I—D, E STREET SURFACE OR NON --PAVED AREA SLOPED AREA 1'-0" MAX 2'-0 RUBBER COATED STEEL STEPS o CASTIN PLACE �— PRECAST REINFORCED CONCRETE 0. ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE Q DUCTILE IRON PIPE (CLASS 50) e 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF --COMPACTING 16" MAX STONE. �© 5' p ° MINIMUM ELEVATION DIFFERENCE 12"MIN ACROSS M.H. FROM INLET TO VARIE F12�-�MN OUTLET SHALL BE 0.20 FEET oe a, A FILLETED INVERT FOR A SMOOTH 16. TRANSITION OF FLOW BETWEEN 11 D .. . INLET & OULET PIPE SHALL BE s p D PROVIDED. 12" D ; o 3/4 DIA OF LARGEST 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 N TS 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 0.2' 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 BE 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 DIAMETER OF 4". —� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN I I / SALT TREATED FINISHED GROUND --/ 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"Mi INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE — — BEDDING 6" max 4" m i n FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE �NNWZMNALL 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" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 TD-34 D 12" R e � � o i FLEXIBLE CONNECTION —/ WITH STAINLESS STEEL BAND I•-- Lu .J F-- O 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN 2" NOTE: BRANCH -4 ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION if BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S—I—B TD-27 ANCHOR EXTENDS INTO SIDE OF DITCH I �6" DITCH MIN. (4) 1" (25mm) DIA HOLES LINE ON 32 3/4" (634mm) DIA BOLT CIRCLE. 2" VARIES D.I. PIPE (RECESSED FLUSH) T O (RECESSED FLUSH) V 1•':5 a •' ' 1" [25mm] 2500 PSI CONCRETE D CLOSED r I A'r PIICKHOLES PLAN 5PN r 1 1/2" ` j [38mm] +1 SPACING SPACING SPACING ZT ..l- M z 171 S E W D.I. PIPE to u) W (2) CORED N PICKBARS ANCHOR NO. 1 AT z T�T 1 1/5" (29mm) DIA BOSS FIRST JOINT ABOVE GRADE SPACING MANHOLE. .rtJ • 1 1/2" 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' z T 27 1/2 DIA [38mm] [699mm] 26 7" 1/4" DIA [178mm] m [ 667mm] I 26" DIA [38mm] 90 [660mm] PROFILE T (6mm) DIA 3 1/8" I 24" DIA NEOPRENE GASKET [79mm] r [606mm] 1 O 28 7/16" DIA I 5/8" 1 [722mm] 7 [16mm] 23 DIA ____1] m [584mm] TYPICAL ANCHOR DETAIL FOR 36" DIA 25" DIA [914m�^] [635mm] SEWERS ON GRADES 20% AND GREATER O.D. OF GASKET GROOVE FRAME SECTION SECTION N.T.S FIG. S-4 ---------- FRAME & COVER (SEE FIG. S-1—D,E) SLOPED AREA —� 2' — O" STREET SURFACE OR NON --PAVED AREA V-0" MAX A RUBBER COATED STEEL 3' —0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS d 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE— -,A VARIES DEPTH OF FLOW FILLETS d CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING --=— ' SEWER. C e A. a d ° 11 12 A FILLETED INVERT FOR 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. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN EX--' \\/\ G R MECHANIC PIPE JOINT S N.T.S FIG. S-1—A TD-25 MECHANIC, PIPE JOINT PIER SPACING L APPROX. 17' O.C. S.S. AERIAL CROSSING - PIER/ANCHOR SPACING FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE I IF POSSIBLE All I I=1 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 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 THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) N TS FI G. W— 9 DETAIL D-003 N.T.S. 9 Q'IrA !'nNIC'C?CTC rnl 1 IRANI :TILE ON IN JOINT RFACE) TOTAL) _LY SPACED ND BOTTOM �lvllrv) 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 B S.S. AERIAL CROSSING PIER 48 DETAILS N.T.S. Specifications Pipe Size Vertical Adjustment (F) Thread Diameter (A) Pipe Diameter (B) Base (C) Hole Diameter (D) U-Bolt (E) STOCK SIZE (G) 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 to meet any specific application requirements. Each unit has an adjustment handle that can be used to level pipe after installation. 8 in 6 in 1-1/2 in 3 in 3/8x9x9in 11/16 in 1/2 in 1/4x3in 8'-0" (MIN) 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 N A L 06 J - Q _ � W CD LL Z Z UJ Y � O� J O� JT m-� Q N w O Q Q U °�S � L � W oz� w LL Q w cn Q / Q � J A' Q a z o Q KEY ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 (SHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE—, BRICK SUPPORTS OR SOLID CEMENT BLOCKS '- -TYPE "K" SOFT COPPER ATION STOP SHED STONE 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 THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 E COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1--3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 VARIES 4" DIAMETER BRANCH AND VALVE----,, — VE BOX J. PLUG VARIES WATER MAINS \—RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK CD METER BOX (SEE FIG_ W-7) VALVE OX NO. 57 STONE M.J. FITTING �`�---2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE b•;a WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A') TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-e FD-19 I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL - 4'JMI 8" 9" MIN MIN. #68 STONE ILAR FILL AS ROVED BY ACSA STABLE SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO 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. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD- 2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 18" -22' V 7 CU. FT. ALVE BOX #68 STONE 6" GATE 42"MIN rs VALVE jr/' •'1 . s� • 1 l� . a $., X 6" ' TEE 2500 P.S.I. CONCRETE BASE AND THRUST s�.ri'1> BLOCK AGAINST UNDISTURBED STABLE SOIL' STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD- 8 FINISHED GRADE ITI'"� IT=TI T=IT — — fT=T1 r-=1T�=7 rr=n r=1T1=-7 rT•'= - d TRENCH .o REDUCER d d 2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - UNDISTURBED SOIL - - - e_-. — — — — — — — — — — — — — — 18" MIN. -- PROFILE VIEW UNDISTURBED SOIL - EDGE . � . 24" MN. OF TRENCH �'---- --- ------- -�-� --......._,......_.,.......... - °a REDUCER 8" MN d �, Ad 2500 P.S.I. CONCRETE THRUST BLOCK---* bd.. 8"MN, • — — — — — — — — — — — — — UNDISTURBED SOIL - EDGE — — ---- — [I OF TRENCH d .' 24" MIN. NOTES: PLAN • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 'I I ADJUSTABLE TRAFFIC RATED II IVALVE BOX W/ LID I � u Z N M.J. GATE VALVE WATER and W h I I H w h. LINE 2500 P.S.I. CONCRETE' d 2'x 2' BEARING AREA. THRUST BLOCK 4 Q. 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 i' COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE 'K"— SOFT COPPER NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE; 1) SADDLES SHALL BE USED ON PVC PIPE. 38, MIN. 1/8 BEND COUPLING_ AZ� I TEE Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2. F. '" ^IMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. —CAST IRON LID FINISHED GRADE 12"-15" — METER BOX '--METER CORPORATION STOP •`?t?'; ,'4i:Y °t BRICK AS NECESSARY t '" : ' ' 4' D1AMEIER DRAIN PIPE, 12" SAND OR DUST UNDER �" b.''��'F�• '�"^"'' a +� '`' "1 LONG STONE ROCKET, BOX AND SETTER (2—INCH i; y �;r`i. 4-,, ;-=s VOOT MINIMUM THICKNESS) SPEC. 203, NO. 57 AGGREGATE 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 P_T H OF c Ogg /� G y Alan G. Franklin Lic. No. 35326 T = FSS / O N A k- 06 2 w (D � � Z Y J � J OJT � m-} Lu > z p N � W w �p Z U � w oz� Q � Qm � Z > J Q � Q J A' Q 0 ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 PLANT SCHEDULE Qty. Symbol 113otanical Name lCommon Name Size I Canopy/Unit Species Canopy lComments (SF) (SF) Street Trees 48 LS Liquidambar sytraciflua 'Rotundiloba' Rotundiloba Sweetgum 2" Cal. 206 9,888 82 PL Platanus acerifolia London Planetree 2" Cal. 368 30,176 28 QB Quercus bicolor Swamp White Oak 2" Cal. 299 8,372 69 QS Quercus shumardii Shumard Oak 2" Cal. 329 22,701 57 TC Tilia cordata 'Greenspire' Greenspire Linden 2" Cal. 249 14,193 284 = Total Street Trees TOTAL = 85,330 Site Plan Trees 17 AA Acer rubrum'Autumn Flame' Autumn Flame Maple 2" Cal. 397 6,749 Alternative/Mix - Acer rubrum' October Glory' 15 AR Acer rubrum'Red Sunset' Red Sunset Maple 2" Cal. 397 5,955 16 AS Acer saccharum'Green Mountain' Green Mountain Sugar Maple 2" Cal. 195 3,120 Alternative/Mix - Acer saccharum' Bonfire' 29 AC Acer saccharum'Commemoration' Commemoration Sugar Maple 2" Cal. 195 5,655 Alternative/Mix - Acer saccharum' Flash Fire' 10 AM Amleanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Sery iceberry 8' Clump 130 1,300 20 BN Betula nigra 'Dura-Heat' Dura-Heat River Birch 14' Clump 397 7,940 17 CD Cedrus deodara Deodar Cedar 8' 143 2,431 Alternative/Mix - Picea pungens 'glauca' 8 CC Cercis canadensis ' Forest Pansy' Forest Pansy Redbud 6' 124 992 Alternative/Mix - Cercis canadensis 'The Rising Sun' 6 CIF Cornus florida 'Cherokee Princess' White Dogwood 6' 124 744 Mix'Princess' with 'Brave' and 'Appalachian Blush' 25 LS Liquidambar sytraciflua 'Rotundiloba' Rotundiloba Sweetgum 2" Cal. 206 5,150 17 OV Ostrya virginiana American Hophornbeam 2" Cal. 99 1,683 20 PA Picea abies Norway Spruce 8' 41 820 Alternative/Mix - Abies concolor 165 PS Pinus stroebus White Pine 8' 118 19,470 193 JV Juniperus virginiana Eastern Red Cedar 8' 16 3,088 Alternative/Mix- Pinus nigra 39 PL Platanus acerifolia London Planetree 2" Cal. 368 14,352 15 QB Quercus bicolor Swamp White Oak 2" Cal. 299 4,485 22 QC Quercus coccinea Scarlet Oak 2" Cal. 370 8,140 - Alternative/Mix- Quercus rubra 14 QP Quercus palustris Pin Oak 2" Cal. 370 5,180 13 QW Quercus phellos Willow Oak 2" Cal. 370 4,810 i 7 QS Quercus shumardii Shumard Oak 2" Cal. 329 2,303 668 = Total Site Plan Trees TOTAL = 104,367 Park Trees 2 AA Acer rubrum'Autumn Flame' Autumn Flame Maple 2" Cal. 397 794 Alternative/Mix - Acer rubrum' October Glory' 2 AR Acer rubrum'Red Sunset' Red Sunset Maple 2" Cal. 397 794 2 AS Acer saccharum'Green Mountain' Green Mountain Sugar Maple 2" Cal. 195 390 Alternative/Mix- Acer saccharum' Bonfire' 3 AC Acer saccharum'Commemoration' Commemoration Sugar Maple 2" Cal. 195 585 Alternative/Mix- Acer saccharum' Flash Fire' 25 BN Betula nigra 'Dura-Heat' Dura-Heat River Birch 14' Clump 397 9,925 9 CD Cedrus deodara Deodar Cedar 8' 143 1,287 Alternative/Mix - Picea pungens 'glauca' 10 CIF Cornus f lorida 'Cherokee Princess' White Dogwood 6' 124 1,240 Mix'Princess' with'Brave' and 'Appalachian Blush' 12 LI Lagerstroemia indica 'Dynamite Red' Dynamite Red Crapemyrtle 6' 77 924 Mix'Dynamite' with 'Pink Velour' and 'Natchez' 1 LS Liquidambar sytraciflua 'Rotundiloba' Rotundiloba Sweetgum 2" Ca I. 206 206 64 JV Juniperus virginiana Eastern Red Cedar 8' 16 1,024 Alternative/Mix- Pinus nigra 2 PL Platanus acerifolia London Planetree 2" Cal. 368 736 1 QB Quercus bicolor Swamp White Oak 2" Cal. 299 299 2 QC Quercus coccinea Scarlet Oak 2" Cal. 370 740 Alternative/Mix- Quercus rubra 2 QP Quercus palustris Pin Oak 2" Cal. 370 740 2 QW Quercus phellos Willow Oak 2" Cal. 370 740 139 = Total Park Trees TOTAL = 20,424 Shrubs 22 CS Cornus sericea 'Cardinal' Red -twig Dogwood 3 Gal. 22 1 C I lex cornuta 'Burfordii' Burford Holly 3 Gal. 22 1 G I lex glabra 'Shamrock' I nkberry Holly 3 Gal. 18 ND Nandina domestica 'Nana' Dwarf Nandina 3 Gal. 22 VB - Viburnum x burkwoodii 'Mojave' Burkwood Viburnum 2.5'-3' Canopy Requirement Area of Phase 2 2,744,716 V A \ I v <10 D20% I 1 \ \ \ I \ U/AC \ I I 1 Canopy Required (1,201,951 x 20%) 548,943 I \\ \ \ \ I I 1 V A V A I 0 10' 20' 40' /� 80' Canopy Credit -Areas to be Preserved (656,118 SF x 1.25) 820,147 \1 A � \ � \\ _ - - - - / Canopy Provided by New Landscaping (Street + Site Plan Trees) 189,697 Canopy Provided 1,009,844 Parking Lot Landscaping \ \\ \ \ I 400 Interior Parking Lot Landscaping = (Paved Area of 40,000 x 0.05 = 2,000 sf Required) 3,500 sf Provided Screening Provided by Dwarf Nandina at Street End of Parking BaysInterior Parking Lot Trees = (87 parking spaces divide by 1 Tree per 10 space or 87/10 = 9 Required) 17 (OV) Provided - Street Tree Requirement I I YELLOW GORE- STRIPED- - I _ _ LIMSS-OI=ASP-IA�T- - - - - -- - 12,930 If of Public Street ROW Frontage @ 1 Tree/50 If = 259 Trees Req'd. - _- --- - - - - MILL &OVERLAY, TYP - ----_-_-- - - 1,050 If of Route 250 Frontage ROW @ 1 Tree/50 If = 30 Trees Req'd - - - - - - - - -- 150 If of Private Street ROW Frontage @ 1 Tree/50 If _ �'NOUBLE YELLOwi- - STRIPE - _ 283 Street Trees Required ----_ - - 284 Street Trees Provided- / E 380 _W � LIN--- ---- - / 1.3 LF OF 33 DIP @2.96%" /� __- 1 -Ion lO ._-- _ ,. NA)' " / �� I-` -11 VATS OF NEW - " / PAVEMENT, TYP ADJUST- // 1`J�/ \�,----- DAY APRON AS 0 ----39t}-- / �/ ��1On/� /� �-- \-NEEDEa� DRIVEWAY �y TW 371.96 A INV. 368.16 ` TMP 80-46B / AUBREY SHIFFLETT RESIDENTIAL 1 DB. 1414, P. 261 N - - 1 11/0 I ELECTRIC _ I POLE & 11/ PHONE PED. vv �v �� A \ V Av v ����� ��� 0 / 106 = Total Shrubs I I v i v I j R. GREGORY MAGRUDER w -A / 01�N , , RESIDENTIAL i v < U) DB. 368, P. 175 wLU U) v v v v v FIBER OPTIC � \ POST I I A \ V INV.390.83 I vv �� A \ V A \ \ w Z V / LANE TRANSITION SIGN & - - - TMP 79D-17 \ \ V A \ "MAILBOX �/� i / INTERSECTION AHEAD SIGN R. GREGORY MAGRUDER (MB) v v� I RESIDENTIAL y I DB. 368, P. 175 v v v l TMP 79D-19 II v v v TMP 79D-16 I R. GREGORY MAGRUDER R. GREGORY MAGRUDER / v RESIDENTIAL I / \ RF. DB. 368, P. 175 (\ A \ County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans \ I I A \ (Handbook, pp II1-284-111-297 for complete specifications) \ I I \ V I 1. The following items shall be shown on the plan: \ I \ I I \ m Trees to be saved; m Limits of clearing (outside dripline of trees to be saved); m Location and type of protective fencing; \ m \ Grade changes requiring tree wells or walls; \ q g 63 Proposed trenching or tunneling beyond the limits of clear ing. g 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. I 3. Pre -Construction Conference: \ \ \ ® Tree preservation and protection measures shall be reviewed with the cont ractor on site. / \ 4. Equipment Operation and Storage: Heav e ui ment vehicular tr ff d t f t f 1 1 d' '1 1111 \ / - - - L��- -7 v\ 1 X� MATCHLINE - PEE SHEET 54 y q p , a �c an s mge o cons ruc on in eria s me u mg soy s a not be permitted within the driplmes of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: m Such devices shall not adversely affect trees to be saved. 6. Fires: \ m Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: m Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: m Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. m Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: m 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: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: m When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: m Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. /) 3/16/2018 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_T H OF 1//�c Alan G. Franklin Lic. No. 35326 o � NAB ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 \ I *NOTE: \ \ THE 70' WIDE RESERVATION ZONE AND 30_WIDE LANDSCAPE BUFFER ARE HEREBY - - - \ RESERVED FOR -FUTURE -DEDICATION -FOR PUBLIC USE UPON DEMAND OF THE COUNTY. -- - _ 380 - -- \ / REFERENCE APPROVED WPO 2018-00017 FOR EROSION & \ \ I THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THE RESPONSIBILITY OF - _ - - - - _ ; / / \ \ I THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPTS IT. _ , - I \ P �10, - -20 - - 40 80 SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, A , _ - - I / AND STREAM BUFFER MITIGATION PLAN. A I - - - - - - - - - _ _ _ - - TW 372.64 _ A \ \ / -- -- _- \ W //— _ ------- \ 72LFOF12'% ��-_---� II \ I \��I = --, - - I - � GRAVEL __--- / PAVED \ o - I _O �------- / A O DIP@�9910-_-- _-- LIMITS-ASPI�ALT--- ---- -� I -- /----------- YELLOW STRIPE GOR _ \'S�.----------- ----------------- -- MILL O €RtAi;WP------DOUI�L YELLOW -STRIPE I �/ _PAVED �\ / --- --- ------------- --- -----EX --- _ — H -- — — i -- - -------- X. - - _ -- ----- ---- ------ -- - - - - - - _ __ _ - - - ---per � I I � W I - - _— — — - - _ - >x> ti — F --- 665' SIGHT LINE (60MPH - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - _ _ o - - - - - - - - - - - - - - - 665'SIGHTLINE 60M_PH ------ -- - ---- - -- ---- -----��_--- 1t --- (---H4- - ion ion ion fl l�fl----_---- - --- - - — — -- S I ------------- - - / --- inn --zim -i--- 1Qn _—n ion ion l�n ___-------------- n n 1Qn l�n l�n 1Qn 1 n .N n�sl _ - ---- ___ --------- II n ------- _ a �l�n1J(1 --STOP on FIBER / ��\-- - - -- - -- ---- - - - - - - - - - - - - - - II__ �1Jn - I— - - ------------- --- ---- - -- 1 - - ! - S— - - J POS _ �1Jf1 --- — — +PL +PL +PL * / + — — — — — — --- -- - -- — ---- ----- --- --- ---- -- 1 PL+ '3- PL — -- — — — — — _ — -+- + — — —I—I -I— --- — — _/ � PLC \ - - pL*+- -- ------ --- - cy-------- + L STOP - Mc - - - - - 70 II BAR ADJUST I _ - -- ---- ---- --- - -- ----- --- I DRIVEWAY / _------- -i -------� ------ - -------r-� ----- - TW 0.75 -I _ _ APRON AS -I - - - - - 10 ASPHALT TRAIL LIMITS OF NEW ---------- r - - - - - - - INV. 3 0 �` -1 j iV�ll 2' SHOI)LDERS NEEDED AVEMENT,T'YP -- I----------�-- - D. -----,--------- - - - -- DRIVEWAY I , (2% MAX. CROSS SLOPE) 84 / I OT STD. I \ \ \ G1/CD TD. CG-12)IS -378— A+ AM YP 3 6 / I C-7, TYP ( EXISTI ND AN ITI ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, r`:�JD 388 - -- LOCK LITYP. I � - 376 OODED AREA TO BE PRESERVED I - � a � � I M AIN AT, TUR EIG 'THE OPPING OF TREES IS PROHIBITED. ! R.O. I ION 74 \ \ � I � I A 70 R. - - - � � � � SH BSA D TR S SH L BE UN MINI LLY D U TO PPO THE ' R. A � " I z t OVERALL HEALTH OF THE PLANT. RESERVATION ZONE \ 372 20' DRAINAGE RE A IO ONE ' '4M I I *SEE EXISTING SPECIMEN TREES AND IA -- E -- i� v ( I \'� _ _ — *(SEE TE ABOVE) W OT S D. v I w I I I EXISTING SPECIMEN TREES AND 9C WOODED AREA TO BE PRESERVED `I \ — /� \ � \ O P CONCRETE I I I WOODED AREA TO BE PRESERVED SI GLE FAMILY DETACHED FLUME/FLOWF \ NE BETWEEN I � R SIDENCE W/ 2 CAR GARAGE AND ND SECTIONS + I I 4 IG 2 RON SPACES, TYP. \ (BOTTOM WIDTH , 2 ; DEPTH 6" - I _ I� 3 CS 5 V�� �C IF RRILO ® r � •o� 1 , �.� V V ) AC I - i t �, � � � \ 2 CS AMENITY + I Q 13 383 CS GF AMENITY 5 IC � � r 4 IG I SD \ SPACE Q I 11 CF XJV CC • 01 PSI E PS A S SPACAG 4 VB '® C� .� } Q AM �C I I I X \ AA X PSX AR* *( NQTI�' QP, PS AM / ) JV' JV Qp+ \ I I � QB / XJV QC* I LS+ PS + X 3 '°` X � PS'� � I I X \ 380 2 IC XJV PS CC X BN PS AA + S XJV k 8 ER JV �C I I _ \ - I TMP 80-46B _ — i PS x QW AC 3 CS QB x *( NOTE ABO E) I AUBREY SHIFFLETT S — OEM �I dF'oAuFFER� +/ PS 3 Ic v ` I Z II00 mum S VB RESIDENTIAL _ _QB �i� � 1 2 3 DB. 1414, P. 261 v I v l �� _,SPEED — -+ SI N I Q H �� I N 0 PS I / I � _ .. I IF I LL _j of � I �- I I 1 i g I I / 20' DRAINAGE \ EASEMENT, TYP. Q * + \\ I LOT 1-15 I LOT 1-16 I I it I I I \ I (PUBLIC) I _ \\ LOT 1-22 I I 7047 SF I\ I Q y� - x PS I 5,424 SF I 5,424 SF I LOT 1-17 I - I III LOT 1-20 �� I, I / LOT 1-21 I .50 37 .50 LOT I-23 37 .50 Q 5,424 SF LOT 118 I LOT I-19 5,424 SF 15,424 SF 5,939 SF 5 939 SF + ' � - - - 376 5,424 SF I 5,424 SF 1 \ STA. 12 70:85 BUTTER LD LAN€ g � ,L- - - PS STA. 15+99.2$ TERRAPIN ACE II W J'tio \ 1 _ I 1 I z I z --- \_\\ I I� I I I I_ I I� 11 I\ I� I \EASE P. \� I =1 z �N W I I I / I I I VDOT STD. \ / PUBLI vi w w ti� \ x I I / I I I 1 CG-9B, TYP \ 72 ( cal SD SD Cn PS I L I � / 2 M12 2M13 I / 1 - \ �I I I � I � I I I � I � � � � � � � I � I � I� I I I � � I I 1 � � I \\ �� \ I \ I ILu Z Ix \ I / I I I I I h2 2 37O I U_ Ps I I I ,� I I � v v `s7 s ti S S S S S S S 5 s s o s s s .�r� i �� I , S SS � ��S � 75 C C. WALK \ - - - � - - - - ONC. WA L \ - _ - - - - D - - - - - - - CONC. WALK X C T I TC TC TC TC I - O 1 PS ; NO 2M11 \ X\--- V - - ---�- PARKING O P \ W \W \ VV W W - N W W W W - W - -- \ W �O1T -- S N W W '� \ W W W - - \V A A V AVAILABLE GUEST, TE RAPS N TRACE' �ry V 10 - - - - \ STOP � I - - - - - - BEGIN TERRAPIN LAN V A A ON STREET P G% MPH1- - - SD I A SD SIGN - - - - - - I - - V / ,�, (PUBLIC: 25 MPH T CG, 6, 2 2P1 A 2M10 I 1- STA. 7+06.00 - - - _ \ \ \ \ _ \ PS TC + \_ + - \ - - UTC* NP > , STOP NP>s ° - - - �C ' TC * TG� o TC' C* I / TC* \ ° TC+ _ _ _ \ \ \ \ \ C WALK 0`�I�HT - _ - - - - - SIGN _ _ _-G'OIqC \ \WALK A VDOT STrCG-12 \ HC-RAMP, TYP VDOT STD. CG- 2 \_-_N / SPEED \ N _ _ \ / \ � VDOT STD. CG- � \ \ V1-1+90ERRAo'ACE - STRE T HC LIMIT SIGN I I / V A MP \ \ \ \ STA. 10+00.00 MEANDER.WAY NAME IGN Z�` I IF I / \ I \ \\ \ \ N i I / III I I \ \\ I V I z SD ?1 \ \ \ \ I I�ILL 11 I \ \ I m M9 SD FSD�2Y3 k � NO S \ V A PA KING i �y L // I I I \ DRAINAGE D o, \ 2Y2 \ \SI N \ � i � \ - � _^ i � ` � / % I � II I �\\ I� \�� EASEMENT, � LLSIGN I h � I _ / I 2Y1 - - - � - - \ (PUBLIC) 1 �-_-- �� LS LOT I-27� LOT I-28 I I LOT 1-29 \ \ \ II \ \ \ \\ LOT 1-39 _ _ \ - + 5,935 SF 4,596 SF I \ _ _ _ \ \ /� I � 4,644 SF \ � LOT I-31 it LOT I-32 I � _- \ \ 8,646 SF - _ -� - z \ \ I LOT 1-30 7,149 SF - 5,952 SF 11 QB - 5,952 SF \ LS \ �� � T � \ \ \ \ \ -- \ .z 1 II I \ I I II 1 LE GUEST, i * ON -STREET ET PARKING � BLOCK I v v v �/, , , �% � � � I � � I / VDOT STD. o CG-6, TYP / 1 I \ \ \ � I B �I \Q \ V A LOT I-40 ��� _ LS VDOT STD. 368 /2 \ / \\ \ \ \\ \\ \ \ \ 6,481 SF \CG-6, TYP / f \ I I I �I z - - - / AVAILABLE PARKING g LOT I-38 � / � � � — \ _ �� 7681 SF / r�\ L �� \ \\ \\ \ \ \\ \ LS * LOT 1-33 \ \ \ \ \ v ��� / - �� LOT 141 � \y � �1� V A V A \ \ 5,952 SF _ I QB / I W v v v LOT I-37 _ � I � _ � \ M8 � + � I I 8,394 SF / v cn J\ \ 1� SD I \ NOTE: \ \\_ \ \ \ / / �� / 364 \ REFERENCE APPROVED WPO 2018-1 FOR EROSION & \ AMENITY SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT\PL AN \ \ ,>,SPACE \ L �, j� / ��\ //� ' ' LOT I-34 I I / I 1 ISO \\ AND STRE/�M BUFFER MITIGATION PLAN`. i �� � � � � , - � 15 DRAINAGE 5,766 SF � I \ \ - LOT 1-42 \ \�� / V SEMENT, I \ MATCHLINL_ -\SEE SHEET 55 5,952 SF \ \ .\ ✓ / ( RIVATE) Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T/ �Ci Alan G. Franklin Lic. No. 35326 N A L ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ABM SET81.50 / / I I Z REFERENCE APPROVED WPO 2018-00017 FOR EROSION & ` � * NOTE: LLI NOTE: ELEV. 381.50 i / I 380 V A I / i / Q SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, THE 70' WIDE RESERVATION ZONE AND 30' WIDE LANDSCAPE BU��ER ARE HEREBY 1 / J AND STREAM EAM BUFFER MITIGATION PLAN. RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON D AND O�F�HE COUNTY. � I �J I / TW 372.00 THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THE RESPONSIBILITY OF I I / 1 I / / 30.5 LF� OF 15 / _ - I INV. 369.48 THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND AC E �S IT. I I / I / V CMP a0� 4.70% i \\ - CMP@02,67% / / I -� �h // \\ \ I INV. 376.44- - - - - - INV. 375.00 - _ I _� --- --- - --- - - - `_� \ U.S. ROUTE 250 (55 MPH) 66' R.O.W. ----- - - - -i ��� l / �- - - -\ - - - - - FIBER OPTIC - -- c� ---- SIGN / \ l _ _---- - POST - _ _ _ - - -DOUBLE YELLOW STRIPE �\ / / A� \ - - _ _ _ _ _ / _ O� / PAVED \ . � / _ v SINGLE WHITE STRIPE _ LIMITS OF ASPHALT SIGN `- - -H - -- - - - - - - - - - - - - / i ` / GRAVEL \ _ _ -------------- YELLOW�RIPEDGORE � - --=--��GN \ o DITCH - G - - - - - _ - - D/TCH8 = _ _ _ _ _ \ DI TCH \ SIGN - - i MILL&OVERLAY, TYP \�O�_ \----� � �_--- / \ - ----4)GWBLE-YE_LLQWST aP -- - - - - - - - - - - - - - - - - -- In/4//TF//NF 1F - 380 — — — — II —-- --- -------_---- ------ ---- -- ___ ---- �•�`b ----— — — — — — — — — — — — — — — — — __ _ \------- ___ ion —J_�fl J_ ' —1 — — — — — — — \ — — — — — — — — — — —l�fa — l�Jli — — — 1J�1 — —1�f1 — _1Jf1 © 1Jf1 1JJ� . -SOLI 1Jf1 - --- ----- ------ ------ ---- I II VDOT D. + ER O�'TIC * — —+— ` — — * — — — — ------- I 37 380 381.9 \ \ I �/ �\382 \ _ _ __ _ __ 84� _ _ ----------------� -7-- �-- --------- ----F-IBE-R-0PPP�IG----I--�----'-— - - - - - - -- -- I � 8 ' 10' ASPHALT TRAIL / x /380 379.0 * AC AM / _ BLOCK LIMITS, TYP. ` 376 I I Wo 2' SHOULDERS 380 -_ — - / , �?�/o MAX. CROSS SLOP) FIBER OPTIC VDOT STD. -1 LIMITS O - - i-" _'� / / 382 \ / HC- * PS P ' R.O.W. / 74 AL F TREES AND SHRUBS SHALL BE A D 384 \ l POST � PA i - - - BE MAIN AINED AT, , THE TOPPING OF TREES I����ITED. / \ m / ADJUST EX. ENTRANCE TO RESEF� ATI i - -37� SHRUBS D TREES SHALL BE PRUNED MINIMALLY AND O*� ET�yPC��III - OHE O "86 \ / / CUMBRIA DRIVE AS P *(SEE OTE ABOVE OVERALL H ALTH OF THE PLANT. cc* � ) .- � � I - - i � � -A� HE OH / �� NECESSARY \ 70—� - 3�6 390 OHE OHE HE OHE-RO�hDkl P°VA OHE \ X 368- i . PA EX STING SPECIMEN TREES AND i2 394 ------ �\ I // I I \ LM \ * WOODED AREA TO BE PRESERVED P TEMPORARY CONSTRUCTION � 20' DRAINAGE SPACE EA EME I ® / I I EASEMENT OR LETTER OF LLJ QC I EASEMENT, T' ` ♦ / I uJ 4 VB 5 CS (PUBLIC) , ` WOODED AREA TING I O BE PRESERVE. / \ TMP 8MEN TREES AND 10-58A TO BE AQUIREDSSION FROM OWNER O� 2 I L ° =—_ � 61111­l PRIOR TO CONSTRUCTION III �� �,® � o ® � s ® � I R R IQ�O� ® �� I_ ® \� \ LLI AS+ i CC # CAM AMENITY ♦ LLJ CF pg EXISTING SPECIMEN TREES AND * QC+ \ I JV 0' ARE pS BN x QB 4 CS / 3 ICS CE 3 IG \ 3 IC 3 AMENITY M AA \, C I AC * WOODED AREA TO BE PRESERVED I JV + 3 VB R 2 CF E + \ LLJ + F LS 30' LA APEA, Z x *(S E JV _ * / PS JV QW X CC # J 3 IC A� +BN, xJV pS + P� Vx + P x - + JV x J x IV / QP x A.R+ � ---- ` I PS �� U _ C* OB JVx QC x V Q fD�Z,PE�J F I I I I �V, / U — q— S C S + ® v -- / SWM/BMP I I II IG / I I 3 \ x \ +QP j FOREST/OPEN I I / 8 PS M R/ SPACE EASEMENT AMENITY I I \ q SPACE m *xv AS JV �� II STA. 8+66.39 TERRAPIN TRACE �i STA. 10+00.00 MOSSY ROCK RD JV Sx w LOT 1-25 I I V A A I I I i� I I I I / I I I I 1 — T v v Q LS * w 7,547 SF 373.00 / C NTECH RIDGECOR SINGLE RADIUS / STEEL RC PAN ON CONCRETE I \ A \ \ I I I I I w LOT 1-26/ ST IP FOOT GS, OR EQUAL \ 1 1 \ \ \ I I ° I 1$ TOWNHOUSES W/ 1 CAR \ JV x + (2 '-10" SP\ X 7'-5" RISE X 71' -6"L) i' I \ \ I 2 GAR & 1 PARKING APRON AC _ M DU A L HEAD/WING WALLS, I I GUEST P KING ON TERRAPIN 20' DRAINAGE I \ \ \ I I I 1 TRACE 4 R # PS Q TY I I I I I I I I I I I I I I I ( -) AMENITY \ x EASEMENT, TYP. / (PUBLIC) / I I I I LOT I-53 I I Ij I L T I I I I 1 I SPACE \ I � -51 w co I II _ I 1,860 1 S0 1 \ 1 8T 1 SF - LOT I-55 LOT I- O 57 ,_ LOT 1-59 cy)LOT 149\ \ LOT 152 2,418 SF L T I-54 O 56 1,86(SF LOT I-58 2,416 SF LOT I-60 LOT 1-61 LOT 1-62 LOT 1-63 \ 2,418 SF 1,860 SF 2,418 SF 1,860 SF I 1,860 SF 2,418 SF 1,862 SF 1,860 SF 1,860 SF 2,418 SF \ �XPANDEDWAL A � I I I I I I I I I / x /I I I JV L_ 2R3 M// `I a I ill I `a I I ° I I I / "�. 1 Via, / - I I! aa. dl \ P �0.75 I I la I VDOT / 1 `a S S S S S S S I S S IS I S • -- STD. H I I I I A w I I I I CONC. WALK Sp I I �a0 W L - SD - 2SD S16a I - m CO'NC. LK I / \ I I PS 11 � I I A SD I TIC SD C / T v" + i - II 2R1-1 2R2 I I / / I l e TO i �._� v o STOP SIGN 500 ADT I # # I #I � #I \ ° 1 'AINTSTRIPG --- ------ __ -_ _--- -- M M I I I Z w� �� w w w __-- ��� I � TI I ter__ w__ w I w I w w w w l � I I wi� w _ w �� w w I w I w I � � _ NO _ _ I I PARKING A�C�� // \ I � -I PAI TSTRIPIING co SIGN PARKING ZONE ON -STREET P)/ RK NG III I I I I I AT START OF I I I \ \ TERRA N TPAC- (NP<) VDOT STD. REQUIRED FOR �L�OCK I III I I I PARING ZONE I I V � ---- CG-6 T � (P I ' 2 .k��) - I i VDOT ST 1 � CG-9B,T I �� • P> — - - +- - _ - NP - < NP >+ I / x HATCHED AREA RESERVE i - P I S � SD — P I — I T l ,; � � � i FOR FUTURE RIGHT-OF-W Y � I I I I A D SD CONC. WALK 2 13 TIC TIC 28P SIGHIj LI - - _ I I _ 2S -290 CONC. WA C TC I I / UPON DEMAN', S12 / (25MPH) _ L _ I DEDICATION U fi - + NO PARKING PS �� OF COUNTY �/DC T WAL B I I I I I I I SIGN (NP) / STD. kk-1 / I I I I I I I 1 TC I I I T V I 1 AVAILABLE GUEST, �P _ I I � _A68 ON STREET PARKING �I RAI E I / I I I 11 I I I I // I I JV �� \ / EA MENT _ - / STREET I VDOT/STD.ICG-12 _ I 1 T j P BLI I C- MP, 1rYP I I A \ / — I I ( NAME SIGN I I � S / I — � I +1 b � �� + I ' - // I I —� I I II I I m T LOT 114 —/ _ I I (ST P I LOT 1-66* I I I I S 6,784 SF � / � I , �` � I I I I I ♦ -- - ( �/ / SPEED- I I SI N 7,528 SF / LIMIT SIGN I I I I I - � I I I iI + � , � I OD AR BLOC 1 / I �� I II I T I x\ / // BLOCK RE AININO WALL 5� / / I I I V O C PS / - - MAX HT) ° I / I �; S Irj - _ J + PAINTSTRIP G � / I � � � � I�� _ II II I + I � STA. 20+92.20;/33.50' RIGHT = , I - AT START O 1 I / I / 3 I 1 -+- I I TC C 1 / CENTER OF UL DE SAC PARKING ZO E 1 a� I 1 I I �� I L I • �I �_ 7 v I // TERRAPIN TRACE TMP 80-52 RI VANNA INVESTMENT V x ► / RESIDENTIAL / � I / ' I � I I I I I I I I I� 3so I I I �� I I I I Y SINGLE FAMILY DETACHED DB• 3641, P. 400-409 L LOT 1-13 /- - AVAILABLE UFST, i I I L I I I x PS I \ I I J / RESIDENCE W/ 2 CAR GARAGE AND DB. 3536, P. 594 5,950 SF i ON-STREE K N I / __� I Z / I- - I LOT I-67* I I L T 1-65 I I 38 \ • — — � I � I I O �/ 5 952 SF $ H SF xJV i II 2 APRON SPACES, TYP. JV I ' — AMENIT / i I / I / ��� I� I I I I�j \ \ SPACE I / I l I I I JV I I I 1- LS '' - I/ I + / 3/ 1 II I I \7,062 SF L I \ \ \ � I � IPS VDOT ST / Y � / / / ( I I / I 1ILL 0 \, _ I STREAM CG-6, TY I Q I ��� / � ,`o',I I � � AC/ � / I D I � 6 1 v OT � ,LOT I-68* I s I � — LOT 1-12 l Q I I I 1 5,952 SF — 5,950 SF / Q I I s I I I ` /LS \ B + w\ II ;boN SWM/BMP I V FOREST/OPE _ V x� V - 358---- -�1� SPACE EASFM TI I II I I 11 A I A\ \\ \\ J Al_j EXISTING WOODED AREA ��' TO BE PRESERVED I I � I - � JV I Q LOT 1-69 \ / / \ NOTE: / I REFERENCE APPROVE 18-00017/ FOR EROSION & 1 LOT I-11 �� � I � � '� / I � (` I I 1 5,952 SF � , \ v AMENITY � \�� SEDIMENT CONTROL P ORMW ANA/G \ \ SPACE \ V / 5,914 SF I �w \ \ \ / \ AND STREAM BUFFER N PL BLOCK I I I ° v v v� v I I I 1 I v x Ps v ` MATC�HL E - SEE SHEET v / / v vv ; ' � 10'/ 20' l 40' /� so' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c� v Alan G. Franklin Lic. No. 35326 O 4v , NAL ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 on T 16n,1Jn ion -VA -­, GRAMEE-_ TEMPORARY CONSTRUCTION EASEMENT OR LETTER OF PERMISSION FROM OWNER OF TMP 80-58A TO BE AQUIRED PRIOR TO CONSTRUCTION PHONE PED. I I \ \ — \ 1 .......... I I \ \ 49.10 LF OF 15" t RL-CIP@4.71% I I \ LIMITS OF ASPHALT — — — _ — — — — — — Mi L&-OVEAY, TYF} ---370----- - --- I \ INV. 360.81 - - - - - - - _ DOUBLE YELLOW ST PE ` r - - - _YELLOW STRIPED GO E- _ _ _ PAVED —I L --- -----=T-------G - --- ------ ----- -_ ----- -- --_--- - \ �I off— I I - - - - - - - - - — — — — —— — — ——---------- --- -- ---- — __ ------ _ — 1Jf1\ TMP 80-58A LIMITS OF NEW- PAVEMENT, TYP - 0 10, 20' 40' 80' T- ----- - - -- -- \I �I(< — — — — — — — — — — — — — ------ T—'------------- -- ----> — _ - O _-------------- -- — - ------------------------- MAILBOX -- -- / n- ion ion"", 1Jf� Jfl �- inn - 1�f1- ZJn ion —INV. 36 2 \\ - - INV. 363.62 - - - — - -- -- _ _ - �� MAILBOXES— „ E POST OULVERT - - - - - - - - - _ I y - \\ � CMP@1.94% v - - \- - - TMP 80-58 / 0)* v JAMES RICE 1 RESIDENTIAL _ 11 ------ DR 33998, P. 409 OHE OHE OHE OHE O-HE OHE OHE OHE` � OHE OHE - - OHE OHE - - - @Ht= _ _ _ OHE OHE OHE OHE -f `bHE �p OHE OHE \ - DB. 3536, F'. I1 OHE OHE OHE - _ DB. 568, P. 608 � _ I MARYBESS w JOHNSON / RESIDENTIAL — — — — — — DB. P. - _ w � 568, 608 _ I w ` z I I J I 2 75 BN I I I w JV oo TMP 80-53 / COSGROVE RESIDENTIAL _ / DB. 2821, P. 505 1 / I I I I / I � I \ I 1 I I I / I I I I I I / / I i / / / / 4 40, / INTERSECTIO AHEAD SIGN S/Gk U.S. ROUTE 250 (55 MPH) I I I I / / \ � I 4- / \ > ------------ TMP 80 54A \\ TODD COSGROVE vv v v RESIDENTIAL \ , , DB. 3998, P. 409 \DB. 1701, P. 672 / \ \ DB. 354, P. 399 I 0 I � / ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com evo H OFc Alan G. Franklin Lic. No. 35326 FSS / o N A k- EY 50 t FL ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET II I MATCHLINE - EE SHEET 50 REFERENCE/APPROVED WPO 2018200017 FO#2 EROSION & VNOTE: I W SEDIMENT,CONTI PLAN, STORMWATE,R/MANAGEM,ENT PLAN, AND STREAM BUFFER MITIGAT16N PLAN./ III 07 / — — Lu Lu— O I ` (n / / / v v `v III �� ► TMP 79D-14 TMP 79D-15 TMP 79D-13 R. GREGORY MAGRUDER I R. GREGORY MAGRUDER = z U R. GREGORY MAGRUDER RESIDENTIAL I RESIDENTIAL — Q \ \ \ I RESIDENTIAL DB. 368, P. 175 DB. 368, P. 175 I DB 368 P 175 _ TMP 79D-12 l R. GREGORY MAGRUDER v i / RESIDENTIAL - DB. 368, P. 175 `v � � I II I --- --- -- -- --- ---- - \ aQ r —x —I I�_a '— •� xa. _ —II --- — I ` J I - / / / I` - / SWM/_B-aM P TOWNHOUSES W/ SHARED FOREST/OPE N NOTE: —PARKING IN CONGREGATE SPACE PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND LOT W/ EASEMENT EASEME MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR mw� MAINTAINING THE PRIVATE ROADS/ALLEYS. 20'DRAINAGE EASEMENT,-TYP Iwo CE (PRIVATE) Vx xVx W AC �NowkPS JV VJVAS 2 OS x JV OC*P 211_4 QP JV JV _ SWM/BMP ARFOREST/OPEN SPACE EASEMENT PS LOT G-12 LOT G-10 27I3,786 SF AMENITYSPACE PSx �1,962 SF 00SF N�QR PARK W/ TRAIL 31SF LOT G-9N nl LOT G-6 1,954SF 1,958SF VDOT STDCG-6 LOT G-13 2,991 SFQB LOT G-5 3,107 SF GUTTER), LOT G-1' 4 LOT G-1 LOT G-2 LOT G-3 1,93SF TYP 1,900 SF Z' --- 3,019 SF 1,924 SF 1,928 SF LOT -4 1 2K JV �-9/\0 /-0 SF N CONC WALK? OV+ OV �-- OV/ ����* _I I I IS_�x�\�\_ `\ \ �O \o\\ • \v �o, VI� `\� ,� �\ \\ � k_ OI\ �\ �/O v \�S� vAOO� A vO W T11 IL _VD DUMPSTER W WETLAND-1CONCRETE W (PRIV �:�0, PH)—VV --- & ENCLOS WBLOCK G PS S NO/ � S x CG- P S �—S _ o— S/P o SI o0a• 0 o 1 9 — � •0a OF O oW � EXISTING WOODED AREA 2J7 OV PS TO BE PRESERVED xOV 0 v STA. 16.98.00 = BOC x 370 VC. 2J6END CATTAIL CO x OxJV L A�avJ68 x VxJV WALL N J LOT G-25 2,454 SF PS -- LOT G-26 — — — — VD 20 DRAINAGE� AMENITY SPACE 1,715 SF LOT G-27MODULAR BLOCK— -EASEMENT, TYP. LINEAR PARK W/ TRAIL PL. 1,836 SFSTD. HR-1 LOT -28 — — — — — RETAINING WALL (PRIVATE) -/ 2,991 SIVDOT STD. o-O 4 MAX HT WALL O xPSCG6,TYP OG O O O O MODULAR BLOC LOT G-29* OOOO O 0, RETAINING WALL OOO --X HT) — — — _ -------- 1,00SFF OOO 00LOT LOTG-31 OOOOO O FOREST/OPEN 0� 1�/ - —°° 3— f2 OT c`-;, *OOO 00000 PA E EASEMENT ,900 SF000� STREAM o0CT 00 TURN -AROUND QS+ O 000AREA W/ NO PARKING WETLAND O O0 SIGNS � iv�"0� 00O — 00V ASo�000OO ���Q0 o0O0000 � 0000OPL OOOU000 3 0O000000 O O0O 00 0 0000 O 0Nc AS EXISTING WOODED AREA 0 0000C TO BE PRESERVED O 0OOO O O 0 SWM/BM 000O00FOREST O O 20'DRAINAGE000 + 000a000 o 00000SPACE 0O O 0 0 000OOEASEMENT, TYP. 00O OOOOoO O�EASEM�Yf0O 000000 o 0 0OOO OOoO O 0O00 0000OOO JOOOoO O O o O O O O o 0 0 00 OO OO OO OO 0�0�000000 OOo OO o0O�0000000000O0000 `po OOoO00 O000000000 0 000000oo000C � O O O O O O 000-o-Qo ooQO- 000o0)-0 -0 oQ (D00oOo0a 00 0 0 0 o �O0000 oo O o o00O aoo0oo O°ooOO o 00°° �°q°°000°°°°W0000Oo o°00 000 oOoo00oO°OOo- 0000OOOo00000�10�0O2 000,� 00oo�o000�0 0 00 0000 000O 0Ooo0000000 °00bo00O 0 0 0 0 OOo0o00 Oo0Oo0O � O00000 OO 0000000 0000O000oLu OOOOOOOOOo00 00000000� 00O0 OOoo0OOOOoo00o000 o 00000 O000000000oo0OOoO00000000 O 0O000000 oo cLLJJ/J 00 00 00000000 000 0000000O 0000 O 000°OOO0OOO 00(O000� OO Ooo"J U BLO K E PEXISTING WOODED AREA TO BE PRESERVED B OCKTLij -! co - � x MATCHLI - SEE S EET 57 CL' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���PLT H OF T� �� . Alan G. Franklin I_IC. No. 35326 T = FSS / O NAL L_5— _..- ISSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 / \ \ MATCHLINE - S� E SHEET 51 vv / ` 3 LOT I-36 LL I / �- (s) / /j 8,504 SF 1 - �� 1 c) / / �j \ ♦ / 1 /_ �� DOTS D. W / NOTE � 10, 20'� �40' I 80' I �� �i + * LS -6, T P U� LS 2 REFERENCE APPROVED WPO 2018-00017 FOR�ROSION & Q 07 SEDIMENT CONTROL PLAN, STORMWATER MA AMENT LAN, W AND STREAM BUFFER MITIGATION PLAN. � I W / I \ \ \ \� \ �S� �/ / / / DRAINAGE \ \ 1 EASEMENT TYP. I I I \ LOT 1-43 (PUBLIC) W 1 I TMP 79D-15 I \ \ \ 6,436 SF \ y� - S �/ - 11 (PUBL100, LOT 1-35 / I I I \ \ SINGLE FAMILY DETACHED \ / o s - - - - 11 7,622 SF I R. GREGORY MAGRUDER _ / I I \ \ \ RESIDENCE W/ 2 CAR GARAGE AND U / RESIDENTIAL I \ \ \ \ 2 APRON SPACES, TYP. -STA. 16+43.49 BCITTERFIELD LANE >-Ioo, DB. 368 P. 175 I I \ \\ \� + �� (� ; 1 b I \ L ,--- 1 _ / STA _+W4 MENDER73 Z1 360.7 _ LS -VDQLT CD Q-12/ /N M7 10, oo - -- 1 LOT 1-47 v - - - _ LS C. wq low \/ < 7,404 SF ` s _ _ _ M m SWM/BMP \ \ /�� 02 PAINTKAR / S m: NOTE: FOREST/OPEN \ / � END OF M---q T � PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND SPACE EASEMENT \ / / NG ZONE \- ' __ ; /VP-, / 1 S EXISTING WOODED AREA MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT -- EXISTING WOODED AREA "' \ \\ `ANDC TO BE PRESERVED OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR C /� TO BE PRESERVED / + I ` -- MAINTAINING THE PRIVATE ROADS/ALLEYS. LS * (PUBS/C. 2,SM - P / AMASWM/BMP i \ \ / / \ / �M LS FOREST/OPEN SPACE EASEMENT STREAM \- p SD AA / 20 * LS P BLOCK G LOT I-45 � -� - LS _ + / / // % STREET - � TOWNHOUSES W/ SHARED / 8,842 SF � / / �/ / - - - - / - � � CONC, Wq�K <NP> I � NAME SIGN JV PARKING IN CONGREGATE / PAINTSTRIPING * LOT W/ EASEMENT j AT START OF #P � AMENITY _ /i ` PARKING ZONE AS SPACE BLOCK I / / �� / Q - / - 1 STOP L - 1 / E'I �i AC � LOT I-46 �� / / l� � _' � �j. � � A v) EASEMENT, TYP. 8,722 SF S- I QB C + _ _ (PRIVATE) J �\ SID 2 SI S + X 1V - / I 2M4 � ------ AA JV LOT 147 / / / m - \-- .----' 11 11 i �' SD 7,577 SF � - _ / 1 / - I .. / 2s °. / JV + P LOT G-161 900 SF / / W l + SWM/BMP ; FOREST/OPEN / 1 I, LOT 148 I LOT G-17a I � / ON � � \ � � # / + 1,900 SF LOT G-18 / 1 a / -- -�� SD SPACE EASEMENT 1 8,103 SF 11 1 / PL2 II 1 I 2,991 SF - m / \ SWM/BMP FACILITY 1 1 _ / �/ S MAINTENANCE � �� x 1 I LOT G 19 7 2L / - _ - _ - 11 Q * I J I 2,991 SF / a- I � . � � \� EASEMENT Z,LOT G-20 � � / 1,900 S 1 1 1 / I \ JVx (PRIVATE) / / 1 I- I 1 900 SF LOT G-22 / / JV \ /\j// + op (L a YDOT STD. G-6 1 1,900 SF / /jA\/\\\ /� / 1 `v LOT G-23 /\/ / /\ T { DRY GUTTfR), 1,900 SF x �n \\ \\/V�`: Q$ ` WALL F 1 OT STD. � V l / I 1 LOT G-24 rr co M �/ /\j A \ _ �" LOT G-42 %VA//\//\V/A' SPACE MODULAR BL CK �M/BMP CG-6, TYP/ 1 �m 1,900 SF 'COT SF / / /\/\\ x AMENITY \ _ j > + 2K3 / 1 \ /\\�\� j j� �� (ETMAX H W LL Ljj / 10' MAX HT) F REST/OPEN / _ 5- / ' +/\//A\/\\\ \\/ i P 1 Q 1 1 / \\ \/ / /\j\\\ S CE EASEMENT � Oy ov / e�//y\/i/\\\ \ //\\/i\/i/ 1 ll� \ - �- - - - - B 1 - / - � � 11 �_ WA, w k Xz 11 11 I • i I HC-R2 P / w �'� / � / ///\/\\j/A\\V//\V//\/�A � � � � � 11 '�N- ET P�CI S (2$ / \/ / �/\ \ \ REQUIRED FOR PARK - / 2 qD�'� / Ps)( I \\\\/ V//\\///\\ • �I - - �l 1 (#P) (5) 20' DRAINAG 1 / S AT TAB / ////\///\\//\\j // j LOT 1-1 11 LOT I-2 / EASEMENT, YP. L \ // i S (PR OuR / 9-N I \\\/\\\/V / F (PRIVATE) I 1 ATE. 2 p w �- � s. MPH); / .• f° ° + BN I ////\ a ,_ 11 1 1 6,825 SF / w / \ /'�' 11 1 1 �� 11 ► + _ s s w x I v Jv 1 sD Y JV / / 1 11 - LOT 1-3 11 ci I ; #P / S + i 10S / - i\ I 11 1- 7,850 SF 11 2M - 1 U I 1 � / _ 2 T LSD BN I STD -7 VjG/ / l 1 "' I 1 H _ * - TR N ONS / �\ \ \ ' Ih 11 S A. 1 3.49 BUTTERFIEL LANE _ I ; z W L _ STA. +88.87 LAZY LANE ® / �� - - - 3 .75 D I * co U) CG-6, TYPW :g 1 / �/ S- I \. 1 11 M S I # ♦ / 1 1 2M3 I W LOT G-33" �,` / / 9- • \ 1,900 SF / CgNC. �y LK / NP> -T *LS \ \\ \\ L \ \ <NP> LS + / - 1 = TOP 1 PEED _ �. � \ \\ : / / v S LS BMP ACCE S 1 IGN IMIT S W / $ * S I 1 Z 3 ° o ; CO�C E S \ \\ \ \\ \ J VDOT JSTD. I - I P VD T STD. CG-1 PAINTST IPING y' � + LS CG-6, -LYP � _ ° LOT G-34* I %a`• = 1. a_, ff i M \ \\ \ \ \r - RAMP, TYP AT STA OF (� 2,991 SF / / - 2J4 / \ \' 362 r �� PARKIN ZON -- Q LOT G-35 LOT G-37 - _ ------- ', IGHTLIN - \ \ LSt NC. / / 2,991 SF LOT G-36 / 1,900 SF / / p e !20, _ �' M LS*wALK � i 1,900 SF / / I M I - - - - I�1Py� 1 \�- - \\ _ _ - _ _-- _ 1 l , 1 1 2 3-1 (690 Ap7- SPEED - - - - - - M _ - -- I \ TREET - - LOT G-38 20' DRAINAGE - 1,900 SF LOT G-39 I / I�` - - - - IMIT SIGN, - - - - SIGHT u A E SIGN 1 1 1,900 SF / EASEMENT, TYP STOP /. / I \\ \ VDOT - - - \_ - - - \ M <NP / SIGN " / _ _ M 1 1 ) I SNP LS * \\ ' TD. HR\1A - PIhIVATE -' LOT G-40 1 � � '1 #P � i _ 1,900 SF LOT G-41 VDOT STD. -12 Q 1 \\ 2N2 V I *LS <� �- ,. 1 / 2,660 SF I � � � / A _ \ V � #P � ��/ / HC-RAMP, TYPCII nI `� - �, P�B�IC. 25 _ _ / - LS MP X eo � � PS JV \Z x -� ! ,\ 2J �P . t; / / / AS* PA PL Ax. LS + ; I - M 20' DRAINAGE R r EASEMENT, TYP. PS f - f 1 CD X CD i I' •' _ x / / S QC x AIN ST PIN LS - LS 6 � e � i AT ST RT (PRIVATE) SD / �/ x _� v J PL / 0 / PL �, PA - CONC f * - cy)\// //// / PS QW O�G - ` \ r PA KLN ZO S - K SD tf� \//\/j\//\x�A�/ �� � S� V JVx P / 2w/ G xJV + \\ WALL G - 6 S - N1 / /\ \ - _ __ x \\i\\\/\ v� ,�, �/ V/%//A/ \ %�/\� \� \/ S 2 AC S LS + _ W \ - W� _�/\\/VA/\V� \�/\//A\i\\�x'\\ \ � BN x Pa � / /\V/ \/i/�A � �'� � � � \ \/ \ \ \\ \\ j / \/ \ � CD -6, TYP J� AS* / /\/\\ \\/V� \ x = N ' / STA. 10+00.00 CATTAIL COURT C , SD /\j\\/\\\ / �?� STA. 17+59 80 LAZY BRANCH-�AN� O STREE A NG O 1 W ij U� '� / s ' A S -2 LS O ��� "` / i ii H R RED FOR P LU PS -__- s� \ \//i//\ s W o��� 0�04 x_- �,� - _ - D PL � LPL xJV o SWM/BMI 8 . f / / //%A/jA\/\\�/\\ ////�%A�/ (8) �Q� - VG-9 TYP 2M2 • W FORESTEA1O i \\ \/ / / /\j / AMENITY V �/ �� /A/\\ \\ \/////\ 1 Z SPACE EAS�Mo x / / j\/j/\//A\/jA\j\\\/\V//\� //A\jA\%\\%\\\ SPACE \ll _ Alb9E PACE JV /� - \/\\\ \\/V//i\/i�\i�\/\\\/\V//\i/iA 1 .o \/\\ \\ / /\ 20ouO-Q, � LINEAR RK I�V// �,_, --- -- - - t3 -�- = 10'SECTIONOF�\V// 2 / / B VDOT STD CG-7 W/�/i/\ \/iV//\///\\i/A\i\ v _ LOT J-34 11 11 �1 y / / N ���_--TRANSITIONS /A\%\\\/\\/ ///\//A\/\\\ \\/V/ �� \ 4 1 BMP ACC S Bl}�ACCESS ;AA/V// �A�\ \ \\/V//�%//A\ / 6,856 SF �l \\/\\\ \\/V/j//A/\\j\\\ \\/V// CONTECH RIDGECOR SINGLE RADIUS 1 11 11 LOT J-35 / PL / \/ / /\/\% \\/\// / /\/\\ SPAN ON 1 _ 6 856 SF 11 \ 2 LOT J- ILSW PL /* VDOT\\/\V/V/�\\V//\\/\\%A\/jA\%\\\//\ + STR PLFFI GS, OR EQUAL RETE� , _ \ !\/\\ \\/\/ / „ �• �l 1, 11 \ 11 II 6,856 SF I - _ S R 1 , /jA N (28 10 SP N X 7 5 RISE X 90 3 L) 1 * , MODULA LOCK HEAD/WING WALLS _ _ 1 WETLAND SWM/BMP FACILITY Q � � TYP. ` ` � � � �, I MAINTENANCE VDOT- / �/ / 11 - \ / � � - - � I 20' DRAINAGE 11 LOT J-37 EASEMENT `� -1 � a•� � � � CD _ _ � 356 � � \ \ \\ � � 11 � EASEMENT, TY�. II WALL H _ Ii ,.� / x JV x I (PUBLIC) I 6,856 SF STREAM MODULAR BLOCK / / JV - I \ 11 II RETAINING WALL p / I PAx / BLOC J 1 \J I \ 1 (6' MAX HT) _ 2 PA x JV X STREAM I SWM/BMP FACILITY\ EXISTING WOODED AREA ..- / / JV AA + ' MAINTENANCE SWM/BMP TO BE PRESERVED �% � X EASEMENT FOREST/OPEN X (P \ ` / 6 TOWNHOUSES W/ Z� S L SPACE EASEMENT SWM/BMP pL JV � 1 CAR GARAGE& 2 1 FOREST/OPEN x x V A V1�M/BMP/ SWM/BMP �/ - JV \ FORE'ST/OPEE P KING APRON x , ry WPO STREAM � SPACE EASEMENT JV -- 1 FOREST/OPEN PL / / BUFFER QC x \ \ SPACE EASEMENT SPACE EASEME \ CD =�/ WALL I x JV 1 PL / MODULAR BLOCK - -�' JV x AC JV RETAINING WALL x � cm / / (6' MAX HT) PRECAST CONCRETE BOX CULVERT ' JV WITH MODULAR BLOCK HEAD/WING SWM/BMP FACILITY -� SWM/BMP FACILITY ' - LS x • � � WETLAND WALLS MAINTENANCE x a.1 r / Q \ I EXISTING WOODED AREA MAINTENANCE ' JV JV _ LOT F-7 a , � 5 x \ / \/ � (8 SPAN X 4 RISE X 75 L) EASEMENT _ 2,471 SF ��/ �� CD A v INV. IN 349.00 (PUBLIC) TO BE PRESERVED EASEMENT \ QB JV V LOT F-8 \1 1,640 SF / INV. OUT 348.00 ' (PUBLIC) * JV LOTF-9 \ ,-� / / COMMUNITY PARK D X LOT SF PAINTSTRIPING AMENITY 2 1 - LOT F-10* LOT F-11 a / * AC / \\ 1 AT END OF SPACE TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ' � AS / 1,640 SF 1,640 SF I PL /� \ L PARKING ZONE STREAM FOR PUBLIC USE AS A PUBLIC PARK MAT HLINE -SEE SHEET 7 JV * / C 5 _ - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T� og� �� . Alan G. Franklin Lic. No. 35326 N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET OF 75 EASEMENT, TYP 1 \ . MATC I -SEE SHEET 52 7 (PRIVATE) 30. A O v, 5 N * QS \ L \ LOT 1-70* ENI STREAM DOT a 5 5,952 SF ` PAC I LOT 1- 0 I — — iv \ \ STD. HR-1 V I __ ' a A \ � � � NOTE: � 1 i — 5,767 SF I I �i \ �(�j \ V �� \ \ V A REFERENCE APPROVED WPO 20 8-00 17 F R EROSION & \ \ / 1 1 � \ " / \ SEDIMENT CONTROL PLAN, S RM ATE MANAGEMENT PLAN, #P I� �� \ \ \ \ \ V AND STREAM BUFFER MI 10 LA — -- A x 5 * V + M I INGLE FAMILY DETACHED WI V / 0 SD RESIDENCE W/ 2 CAR GARAGE AND Z QS V V Q jCID 2 APRON SPACES, TYP. * * O #P Q 9 / _ WALL C i �I� �� �� -7L — 11 —T I N- TR T ARKI GN�"� MODULAR BLOCK 3�----- �► LL EX EP H RE LOCKING I'— / — RETAINING WALL -� , \ co � — — Y � � / (6' MAX HT) / M // / v _ �� \ I 1 6C LOT 171 I 1 / LOT I-9 / / 1 ON -STREET PARKING I 5,952 SF 5,767 SF I II ll 1 REQUIRED QUIP ED FOR PARK I * v� AGE SWM/BMP � i I / co FOREST/OPEN SPACE EASEMENT / Q P ; i 21D X JV ON-STREETIPARKIN�/ S D+ 3 co / / `2 6 S SINGLE�AMILYDETACHED REQUIRED FOR PARF�1 / 2 3 _ i� 57.75 / / _ o RESIDENCE Wf 2 CAR GARAGE AND o' _ (#P) (2) / I - I i S / S x 2 APRON SPACES, TYP. i 1 _ LOT 1-8 �� I /� _ — — 5,767 SF I I � �{P � I 113 � / / / i SD / 20' DRAINAGE r * I I I I U4 / / * EASEMENT. TYP. / j / x \ _ (PRIVAT�) QB co F _ I _ i QS 10 SECTION OF VDOT STD CG-7 W/ I I / / Sco 1 7 �� / TRANSITIONS Bi 12 ACCESS SWM/B P FACILITY \ ii I / � �- M'AINT ANCE—\— L,EASE ENT �,, _ _ LOT 1-7 ILI' / PUBu -7- A Q * I I sp I I DO STD. LOT I-72* I _l ( \41 — / ( ) 1 — -- \ 1 — — 5,767 SF / \ I 2U�3 I I G-9,\�YP 6,541 S � AMENITY / SPACE \ iv co C. \\ LOT 1-73* \\ LOT 1-6 / / I 1 I I �\ 5,237'�SF \\ \ 1 _5,767 SF II // r�C*�; PS � //�\\ \ � � � * I S I I r VDOT \ \ P I 2 2 I I PA1NTSTRIPING ♦ TMP 80-556 STD. HR-1 ,` I I I ATTEND OF I \ / \ \ 1 \ DARRELL � / o \ PARKING OVF-- �� v v s x ULLERY Q * I �`� I I v RESIDENTIAL / DB. 2478, P. 535 / �— l �° ° � l �\\i/\V// /\ \\i�\i\\\�Vvv �� � I I I v � � i► , � /' , � � v _ l I N I LOT 174 \\ V / \\ / LOT 15 ° I\/V//i/\ j\C I P # Q \ 5,228 SFWALL. D A / 7 SF PRECAST CONCRE"EOX CULVERT I ° I /\ \/ \ MODULAR BLOCK * M u.) o WITH MODULAR BLOCK HEAD/WING ////A%� RETAINING WALL LO // M WALLS „ (HT) I \\ \\X. 6 MAX v v 4'SPANX4'RISEX78'L I I \///i %\/ n PEER PS \\ \� \! i , \ " / /\/` I I IMIT SIGN // STA. 16+44.57 MOSSY ROCKQ INV. IN 342.50 ) // ° ///A/\\/\\\ \\/\� /j �\ \ \ \ \\/\/ A/\\\\ STA. 10+00.00 LAZY BRANCH LN T 341.50 I \/\\ \\ Q L0 �� v��, �n �; = s Lu W 00 11 / I I' �y �� LOT 1-75* ---- --- -- --- i uJ x� ° ° * / %\\%\\D ` 5,214 SF i EAM / I \ _I LOT 1-4 II LS ° �/ /A/ \� //A 7,631 SF ? ° /////A\/\\\ �i \j D p MAINTANENCE'; VDOT ACCESS EASEMENT V �`� df V \ /\\/\� A/\\� ' \� / x ♦ / i / STD. HR 1 ./\� ' W LD 1� I SP ED �� 1 NE \ \ �` P \ �N \\ k — — — LIMI IGN� `'` � '3 � I e COG. � \ � �� 'o � L �-------�7$--------- ES - _1 �r Q 5,223 SF- x I -A \ T�E-(�� ° '� J A JV - / I � � � STREET � � � � �� \ +♦ _ _ , — � � — — * i LS \ CONC.JV / I, I NAME SIGN��`---- A� SD I I I � STOP _---- - M �\I * L 2T2 � N� \ � \SIGN \V A /-- M LS 1 \ \ cA 4 / Ls — = I � � P v \ . z TMP 80-55 NP — ' I I * \ —� FOP z5 // ���\ ` � \ � � S x♦ - - GERALD v — ---- - _ HUGHES _ I - - - 10'VDOT #P MAINTANENCE XESS LS* I ENT SI LS C. Wq * S I 12S3 L I I -- S IT I I I 354 I 1 I 11352 'I I / LOT J-38 / " I 6,857 SF / III 1 II 0 SE EMENT TYP. II l "/I 1 (PUBLIC) I II /l I II SD l PO STREAM I I 2S2 / l / �FFER I II WNBMI I MAINTE CE EASEMEN SWM/BMP' I / FORESTIOPEN CE/EASEMENT 6' A / TR x JV JV AR JV W �� _ LOT J-56 M � V �v ` � #P v� � v ��.�R � � vv * /� �� 5 214 SF RESIDENTIAL = \ \ \ \ \ \ \ Q / \ `� ' DB. 739, P. 579 ------- T STD. CG-1 #P --�-- --�- \ ��� \ \ `/ HC-RAMP, TYP \ SPEE \ LS �\ YMIT SIGN AC S. LS *\ \ \ \ / \ NG � � \ \ / AT END OF �� * / .� % I x♦ V j PARKING ZONE \ I 358 --- \ 1 q VDOT MAINTANENC- \ CESS-EASEMENT BN I Jv , \ \\ \ Ld 9 \ \ I �' \ LOT J-55* \\ N Q \ \\ ��� \ \\ 7,3�1 SF �s� \\ \ � � :, � \ � I � 5,187 SF \\ SQUIRED FOR PARK / VD � q ON STREET PARKING N ST6. F� S 1 ` / l , V / VDOT 35/ — L v' v I _ OREST/OPEN \ Q 2W5 \ \ i / I SPACE EASEMENl000 LOT J�54* / SPAN OF \ \ \ \ ` LOT J-40 \ / 5,176 SIF \\ / STREAM \ V 6' ASPHALT \ \ / 1 ✓ \ \ \ \ `\ \ TRAIL 6,102 SF \\ ` \ Q D \ X 1 \ \ n \ \ \ \ k \\ \ \ \ \ / / 7, N/ s I I I STREAM ' I PARK SPHALT I TO E DEDICATED THE COUNTY F ALB MARLS\ AIL FOR SE AS A PUBLI PARK ` ` \� \ \ � Q (P \�QC \\ LOT J-53* / \ \ I � MATCHLIN -SEES ET 58 \ \ \ \ \ � � 5169 SF A � / 1 I' TE: / / l 0 / 10' / 20' 40' 80' NO R�FERENCE�APPROVE9 WPO 2018-000 /FOR EROSION &/ / S DIMENT CONTROL PLAN, STORMWA ER MANAGEMENT PLAN, AND STREAM BUFFER,/MITIGATION PLAN. 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 T = 0 N A L ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 /MATCHLINE - SEE SHEET 54 2,47'1 SF Los MATCHLINE -SEE SHEET 55 I � x �l � / / � z � I \ 1,640S v S -_ /Q / CC - � OT F-9 /* / D D20' DRAINAGE EXISTING WOODED AREA Y � LOT F-10 / \ \ 1, 40 SF / LOT F-11 /LOT F-12 Y / EASEMENT TO BE PRESERVED I �� o ° \ 1,640 SF 1,640 SF 2,745 SF J \ AMENITY _ \ \ V A / CD �x �" / / q SPACE TYP. a ° I Ix Z / L -. STREAM -- l� U / ° I L.. CD J IT SIG AR x ON -STREET PARKING \ / \ W \ REQUIRED FOR PARK v AGE 1� v iy C' C11 ONC. VVALJV >CJV R TC 0 0 0 0 ° / �/C•/2 � W 'C' SNP PAINTSTRIPING \ \ 5 NIP W / S I `'```'" AT START OF W PARKING ZONE I � \ EET _ ��.',, 6 � JV 360 JV)( / AME SIGN W sD \ / W QC. *ASS /B ITY S Q2W v \ I I° ° ° ° ° ° ° ° p o \ co ftft — — ) ° _ \ IC ° o _17— LO I _ 0 ° ° ON Wq ► / ° ° ° / BMP (n \ — LK I '`�'`»' _ ° // / (POND) 6 TOWNHOUSES W/ :/', — _ _ _ , _ \ 1 \ w \ \ \ 1 CAR GARAGE & � � \ STOP I: \ � _ \ \ \ \ \ a— — — — — ° /l l l \ \ U) # i \ 1 PARKING APRON SIGN I vj', l I _ �— — — — — _— / I i/\ i V GUEST PARKING ON L / ST . 20+99.66 LAZY B ANCH LANE W A II SEDGEWICK LANE VDOV T ST CG -12 ST . 24+31.33 VILLAG PARK AVE — \ \ V A l \ \ v y \ Z i \ \ (3 REQ. FOR BLOCK F) HC-iIP v v a �/ 1' �','' NHS CF V A \//A\ y y, I RK G ,• REQUIREDT OR PARK 0'AS� \ , v T z Z �� y v v ON -STREET PARKING CG-6, T V V I I CF REQUIRED OR BLOCK D I �/� \ \ �� \ ,. M1•_ , , o -------------- Px , •° / n/ \ \ ARf Lij \ \\ 1 f *BN PAVILION`S BLOCK D /\ AREA RESERVED FOR \ \ PL \ 'M0NaEESIDENTIAL/MIXED USE DEVELOPMENT \ �. ;:':', / \\ P — 29,OQO SF MIN.) \ EA NA Z f Ill': M 6 _ W PLA INGS INGM/ \ \ Lu \ �:i':.�:, I COMMUNITY PARK / \ LVII)\ \ I \ /"' `.'` - ''! I I TO BE DEDICATED TO THE COUNTY OF ALBEMARLE l I \ BN E`3QJv1''' / I FOR PUBLIC USE AS A PUBLIC PARK / 1 SEE SHEET 69 1 II • (7 I , ... I I I I I I ° „ . o , . • , • , 1 GREEIr/ SWM/BMP �I // 11 FOREST ON -STREET PARKING +/ LA SPACE E/AASEMENT / / REQUIREDFOR PARK Pti / VILLA/TOWNHOUSE W/ 2 CAR GARAGE , AND 2 APRON SPACES, TYP. / (GUEST PARKING PROVIDED ON LOT) WPO STREAM I BUFFER 1 \ o IVD TD. CG-12 / a i I l.t;':','.','lV',' +„..: /,' PAVILION / AMENITY AMP, TYP I / SPACE , _/ S REET / ',', ,..',,',' .' .,:',:'' :yl / LAND TC t ' ',,,., �� O kl./S.Fi: _ ' ' M/BMP FACILITY BN / I ro I l I SW VV AME SIGN / / \ \ \ co MAINTENANCE I - + CONC.:.,o / BN 6W I \ EA EMENT W I ° TC #P T i UBLIC: WVV , / /VVI TC" / / V/ // I / �'' ON REET PAR G 2 / / / \ \ 3 / #P /ST KIN / / I M / TC / l/ /i I / '` ` �.'' REQUIRED FOR PARK 1 C. WgLK �/ #P STOP SIGN I ' I I #P /� / JV , / / / SWM/BMP I / / / c �` I / / LPMI SIGN ,_ i / � � / J�/5c �� � / i / — _ / l FOREST/OPEN I I I x / ,--------------------- - — _ - SPACE EASEMENT rIL _ / `,,� RAIN G� — — / I / LOT H-1 / % PL / I / DZ QC J "� A T, _ - rt -- — / -- 5,094 SF _ J P+ c, / 1 / / AC k �— ----- — — — i I � SPAN OF ' S BMP / / STREAM / TA. 23+79.66 LAZY BRANCH LANE co - {-_ I \ , JVx � i REST/OPEN Y 1 / / STA. 25+74.92 STEAMER DR `� � *PL � I / � X SPACE SWM/B�/iP FACILITY NOTE: / I JV , \EASEMENT MAINTENANCE I i 6' ASPHALT REFERENCE APPROVED WPO 2018-OOOa-7 FOR EROSION & / EASEMENT TRAIL + SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, U p , I/ x B/ / ;AND STREAM BUFFER MITIGATION PLAN. ,j� / I / / / / // \ ++ + CARRY+ LOT H-2�` i I / / + 6ND� 4,000 SF D I r + / V / / \ WETLAND i pL �� /! i" I JV �O O BLOCK H I PL / ON -STREET PARKING V //A\/\\\ 0 CD CD �O 0 0 - + + + REQUIRED FOR PAR�K� / A\/\V�V0000+ + //\ OO LOT H-3 �� #P s � /A . � � 0 00 0 \ o a _ \\/ 4,000 SF ° — / I PAINTSTRIPING P i �, °I � � I AT START OF + BN \/\y\: i PL _PARKING ZONE Z\:� \ SWM/BMP ++ x \//\\V//\// / i FOREST/OPEN V T + + �-VA \\/\�, I v - CD V/ /A/A\/ / SPACE EASEMENT + \\///\�//\\/��I x SWM/BMP PL Il Q CG TYP * /\/\\ " S FOREST/OP_EN / VDO STD CD \\��\V// SPACE EASEMENT I ! , TYP JV \ i / / 1� — �MP ESS /\ \ \/ / \ \i / / /\ \ \ LOT H-4 x / /,/i��\\ STREAM A \ \ V<�\//jV PS 4,624 SF I +PL x J AA D \ j\ ��/ \\�V. _ 3 CD ` QW 10 SECTION O D I VDOT STD CG-7 W ` _ /,0 2 VI "� ,,tea //.//A� I / / / x x X x x \x V A TRANSITIONS I - \/ / iff S x � F3 R� —20 NAGE / BMP ACCESS �� i ��% BN D MEN /\\\ x �� PS �� + �� � �.� t i S v" I / DOG PAR X x X x X x\ \ \ V 1 + x X X x \ 1 I o - MATCHLINE - SEE SHEET 59 // // X y y 0 10, 20' X 40' x x x I v v vIv ' ° x x Xx Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF c Alan G. Franklin Lic. No. 35326 N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 xIIAI MATCHLINE - EE SH ET 56 v v NLOT J-41 v v ° * v �� //� ♦ / - - - - / V JV / A\\ V A SWM/B P FACILITY 6,102 SF \ \ S /QB I i �\ �\ V \ MAINTENANCE A Q EASEMENT � i A G�\cp AA {�I / A A (PUBLIC) JV I I► 1 \ \ \ / / NOT . 0 10 - - x I - \ REFERENCE APPROVED W IPO 2018 00017 FOR EROSION & �\_°' ° SEDIMENT CONTROL PLAN, STO MWATEI� MANAGE j \ / 2s� JV I I , I \ \ / / 20 DRAINAGE MANAGEMENT PLAN, \ - I I I \ \ PAINTSTRIPING\ D N PS x AND STREAM BUFFER MITIGATION PLAN. / / EASEMENT, YP. AT START O �� 2 -1 / / PR A / PARKING ZO \ ° ° \ - I \ A NITY \\ \ � \ `QS \ - ,` \\ PACE \ \ ]� \V v� CESS �- - / AMENITY SD SPACE SWM%BMP � � � � #P � \ 2W3-2 � ♦ � � AI _ v v TMP 80-55 FOREST/Op LOT J-42 ) SPACE EAS NT 6 102 SF v -" QS ®° .75 �. I GERALD A 0V 3 6'ASPHT ,� i AC * HUGHES \ / TRAIL 20' DRAIN '- -- ♦ �RESIDENTIAL a4i SEMENT, P. G DB. 7391 P. 579 /Vj\//A/\ j\\� - V C? 0 // / /\ -V - _ � _ v v o o � \ � i I � VDOT STD. CG-9B, TYP WPO STREAM BUFFER S s CG-6, TYP LOT J-52 I \� I I 5,283 SF I ON -STREET PARKING I QUIRED FOR PAkk- L0 _ - — - — _ °°� \ \ \ \ JVx LOT J-43 \ 102 SF WAW , ASPHALT / i S S INGLE FAMILY DETACHED W I� RESIDENCE W/`? CAR GARAG TRAILE AND 2 APRON SPACES, TYP. % i2W W v W BMP 11/� I I I JV v * I s POND I \\% I I I I \ \° A\ �� v � \ I LOT J-51 Q♦ m � (POND) �-�V\\i� I I I � I I V ° A Jvx \ \ � y v � � � � � 5,274 SF / * 2 x - U � �\\II I j I I I \ °\&," v v Q A 0 LOT J-44 I ° s \ o AA\ ° \ 6,102 SF", I \ \ // I A V A V \ / /' / / I / // I \ \ \ 02 N \ (WET SWAL. xJ \ \ \ " _ � X ��/ �/�\ \ A � kJV A \ / SD 2X4-1 \\ LOT J-50* Ls \\ s * 5,264 SF / / EXISTING WOODED AREA \ \ JV \ \ _� TO BE PRESERVED A �\ \ \ \ \VLOT J-45 _ - - # I V �� � XJV v vv 6,667 SF 345.7 _\Z bs V \ n I v v A \� / \ 5 ,, 5-B \\ LOT J-49* I - -- ------ SWM/BMP FOREST/OPEN SPACE EASEMENT STREAM —/ 5,255 0o a I `\ JV 0 O \ SD M Oo a 0 \ x JV 20' DRAIN AQ " \ -�- BLOCK J � A� -46 I � EASE NT, � . * AC \ \\� \ V v D PA PA BN I I 20' DRAINAGSD E I / I 2X3 i Q SD (ASEMEP. �T; - 2X5-2 STREAM V A \\ COMMUNITY PARK I -- \ / _ * , / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE I A A \ I / v 0 '° QS / / FOR PUBLIC USE AS A PUBLIC PARK SWM/BMP FACILITY \\ \\ \ SD I / \ 2 MAINTENANCE I \ BN * ` \ \ \ \ \ 2X2 I �' rn / /\ �z EASEMENT \ �< PAINTSTRIPIN SWM/BMP FACILITY MAINTENANCE EASEMENT EXISTING WOODED AREA TO BE PRESERVED \ \ ° AT END OF PARKING ZONE L T -4 \ \ I / / 6,667 SF', AR QS \ �z NO PARKING I /\ A �/ v SIGN (NP) STREAM i BN SD / X1 � \ � \ \ � JV0-0 I I i J-48 \ *I \ ♦ x x PA x PA ♦ \9 SF I Qs a A 33 \ \ i \ \ V ° ° ° ° /� \ QS \, STREAM QS \ * \ \ // / O \ \ I* N2A PARKING STREAM \ \ x �� ' \ WPO STREAM IGN (NP) \ MP ,12 JV V BUFFER 6' ASPHALT ° o O ° ° \ S�/\/' ' ° STA. 22+60.30; 33.50 LEFT = - WETLAND ° O 0 0 O i E) \ \ 10' SE� N OF / / x - TRAIL \ \ �S MOSSY. ROCK ROAD O 0 ° \ / JVX \ CENTER OF CUL DE SAC U�000OO°°0�0��00 / �_ VDOTS D -7W/ A O \ 0 0 0 0 O 0 0 \ ANSITIONS \ J O 0 * �° O ° 0 00 O ° O O ° ° _ \ \ \ / / V VDOT STD. SWM/BMP / i 00000 0600°°OO°0 5 AR \ �S / A CG-6,TYP \ / vv \; O ° ° ° O O ° O O O °OO 33� - v V A \ f� JV S \ FOREST/OPEN / A V �J 0 0 0 O° 00000 /� HATCHED AREA RESERVED / 00 00900 a0/0 SPACE EASEMENT / / \ O ° O ° ° 0 O O ° ° ° ° O J v x / FOR FUTURE RIGHT-OF-WAY ° °° �O 0 O °� 0 0 °O �� v v JV * �S' / / / JV x� DEDICATION UPON DEMAND 0 00 ° ° ° ° �° ° QP y / / x ° rOF COUNTY SWM/BMP \° ���� v v _ ACCES BMPhd1-J FOREST/OPEN (10' WID @ <20�0 SPACE EASEMENT / ;! JV JVx - -AMENITY 1 - - -- *Q% m \\ \ S SPACE I J EXISTING WOODED ARSE I -- - -- -- SWM/BMP FACILITY O O O \ * TO BE PRESERVED x I I I \ \ MAINTENANCE 0 0 0 O °° J AS TM 80-55 i / 1 EASEMENT O � ° 0 0 0°0 0 0 � ° � WILLIA� CATON X / / \ (PUBLIC) O O O �� / / , , , / \ \ �°0 0 0 0 °0 0 Oo 0 / � Jvx ° v ° RESID NTIAL A \ EXISTING WOODED AREA x / _ QB \ TO BE PRESERVED � J O / o x �\ 0000°0000000 °�DOOA00 ° 1 \\ \ p00000000°O00°°O ,°000 °°° \ x WPO STREAM I V A ; 0 0 0 0 0 O O 00 O O O O O°° °O 0 O°°° JV BUFFER \ \ COMMUNITY PARK J00OO°Oo°o°oOOO°OO °OO°0\0 ° 00 00 ° 00 - - / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE °0 O O O ° ° ° ° °O O O O ° ° ° ° °O 0 ° ° ° / / I 1, O 0 0 0 0°° 0 0 0 0 0 0 0 0 0 0 0 0 I FOR PUBLIC USE AS A PUBLIC PARK ` 00°° 000000000000000°O000a000 I I OO°�O° °O° OO° OO° 0O° °° ° ---------- In-------------- 0O oO I °aO _ °�2 I WETLAND °��0o00°OO 000°°OO� 00°°�OOO 'O 000000�00000°00b°000000°\000 I O / I 0000000°0000000000000-000000 /;�� / O O O / / I I �► „00 00 000OO °0000000°O�Q 0000 ,Oo00°OOP O-0 0 °0=000000°00�00000°00000D000° 00�000°oO000o0 STREAM 00°00000100°O°°OO000OOOO`�\Oo00°°O�o -00000 °0OO°00 1 0 0000000 000o0°OO oOOO\°°OOoo \ 5 0000°�00000000000 0000000°0000000000°0\00 \ OoboO°000000\`OOoo0OO° 0o000OO 000 \ x oOo\° °� ° °OO °OOO i � O\o0000°° OOOo0o000O00°°000000000�00 \ �y )O\o,°0000000000000 0O00000o0000CD 0 oo MATCHLINE - SEE SHEET60 O°°°A°°°°000y�°°°°°0000°°°00000�°� ° \s DB. 270 , P. 749 \ \ ♦ DB. 171 Z P. 589 � m 0 --- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 o N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 xIIAI MATCHLINE - EE SH ET 56 v v NLOT J-41 v v ° * v �� //� ♦ / - - - - / V JV / A\\ V A SWM/B P FACILITY 6,102 SF \ \ S /QB I i �\ �\ V \ MAINTENANCE A Q EASEMENT � i A G�\cp AA {�I / A A (PUBLIC) JV I I► 1 \ \ \ / / NOT . 0 10 - - x I - \ REFERENCE APPROVED W IPO 2018 00017 FOR EROSION & �\_°' ° SEDIMENT CONTROL PLAN, STO MWATEI� MANAGE j \ / 2s� JV I I , I \ \ / / 20 DRAINAGE MANAGEMENT PLAN, \ - I I I \ \ PAINTSTRIPING\ D N PS x AND STREAM BUFFER MITIGATION PLAN. / / EASEMENT, YP. AT START O �� 2 -1 / / PR A / PARKING ZO \ ° ° \ - I \ A NITY \\ \ � \ `QS \ - ,` \\ PACE \ \ ]� \V v� CESS �- - / AMENITY SD SPACE SWM%BMP � � � � #P � \ 2W3-2 � ♦ � � AI _ v v TMP 80-55 FOREST/Op LOT J-42 ) SPACE EAS NT 6 102 SF v -" QS ®° .75 �. I GERALD A 0V 3 6'ASPHT ,� i AC * HUGHES \ / TRAIL 20' DRAIN '- -- ♦ �RESIDENTIAL a4i SEMENT, P. G DB. 7391 P. 579 /Vj\//A/\ j\\� - V C? 0 // / /\ -V - _ � _ v v o o � \ � i I � VDOT STD. CG-9B, TYP WPO STREAM BUFFER S s CG-6, TYP LOT J-52 I \� I I 5,283 SF I ON -STREET PARKING I QUIRED FOR PAkk- L0 _ - — - — _ °°� \ \ \ \ JVx LOT J-43 \ 102 SF WAW , ASPHALT / i S S INGLE FAMILY DETACHED W I� RESIDENCE W/`? CAR GARAG TRAILE AND 2 APRON SPACES, TYP. % i2W W v W BMP 11/� I I I JV v * I s POND I \\% I I I I \ \° A\ �� v � \ I LOT J-51 Q♦ m � (POND) �-�V\\i� I I I � I I V ° A Jvx \ \ � y v � � � � � 5,274 SF / * 2 x - U � �\\II I j I I I \ °\&," v v Q A 0 LOT J-44 I ° s \ o AA\ ° \ 6,102 SF", I \ \ // I A V A V \ / /' / / I / // I \ \ \ 02 N \ (WET SWAL. xJ \ \ \ " _ � X ��/ �/�\ \ A � kJV A \ / SD 2X4-1 \\ LOT J-50* Ls \\ s * 5,264 SF / / EXISTING WOODED AREA \ \ JV \ \ _� TO BE PRESERVED A �\ \ \ \ \VLOT J-45 _ - - # I V �� � XJV v vv 6,667 SF 345.7 _\Z bs V \ n I v v A \� / \ 5 ,, 5-B \\ LOT J-49* I - -- ------ SWM/BMP FOREST/OPEN SPACE EASEMENT STREAM —/ 5,255 �O a I `\ JV )D O \ SD M Oo a 0 \ x JV 20' DRAIN AQ " \ -�- BLOCK J � A� -46 I � EASE NT, � . * AC \ \\� \ V v D PA PA BN I I 20' DRAINAGSD E I / I 2X3 i Q SD (ASEMEP. �T; - 2X5-2 STREAM V A \\ COMMUNITY PARK I -- \ / _ * , / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE I A A \ I / v 0 '° QS / / FOR PUBLIC USE AS A PUBLIC PARK SWM/BMP FACILITY \\ \\ \ SD I / \ 2 MAINTENANCE I \ BN * ` \ \ \ \ \ 2X2 I �' rn / /\ �z EASEMENT \ �< PAINTSTRIPIN SWM/BMP FACILITY MAINTENANCE EASEMENT EXISTING WOODED AREA TO BE PRESERVED \ \ ° AT END OF PARKING ZONE L T -4 \ \ I / / 6,667 SF', AR QS \ �z NO PARKING I /\ A �/ v SIGN (NP) STREAM i BN SD / X1 � \ � \ \ � JV0-0 I I i J-48 \ *I \ ♦ x x PA x PA ♦ \9 SF I Qs a A 33 \ \ i \ \ V ° ° ° ° /� \ QS \, STREAM QS \ * \ \ // / O \ \ I* N2A PARKING STREAM \ \ x �� ' \ WPO STREAM IGN (NP) \ MP ,12 JV V BUFFER 6' ASPHALT ° o O ° ° \ S�/\/' ' ° STA. 22+60.30; 33.50 LEFT = - WETLAND ° O 0 0 O i E) \ \ 10' SE� N OF / / x - TRAIL \ \ �S MOSSY. ROCK ROAD O 0 ° \ / JVX \ CENTER OF CUL DE SAC U�000OO°°0�0��00 / �_ VDOTS D -7W/ A O \ 0 0 0 0 O 0 0 \ ANSITIONS \ J O 0 * �° O ° 0 00 O ° O O ° ° _ \ \ \ / / V VDOT STD. SWM/BMP / i 00000 0600°°OO°0 5 AR \ �S / A CG-6,TYP \ / vv \; O ° ° ° O O ° O O O °OO 33� - v V A \ f� JV S \ FOREST/OPEN / A V �J 0 0 0 O° 00000 /� HATCHED AREA RESERVED / 00 00900 a0/0 SPACE EASEMENT / / \ O ° O ° ° 0 O O ° ° ° ° O J v x / FOR FUTURE RIGHT-OF-WAY ° °° �O 0 O °� 0� 0 °O �� v v JV * �S' / / / JV x� DEDICATION UPON DEMAND 0 00 ° ° ° ° �° ° QP y / / x ° rOF COUNTY SWM/BMP \° ���� v v _ ACCES BMPhd1-J FOREST/OPEN (10' WID @ <20�0 SPACE EASEMENT / ;! JV JVx - -AMENITY 1 - - -- *Q% m \\ \ S SPACE I J EXISTING WOODED ARSE I -- - -- -- SWM/BMP FACILITY O O O \ * TO BE PRESERVED x I I I \ \ MAINTENANCE 0 0 0 O °° J AS TM 80-55 i / 1 EASEMENT O � ° 0 0 0°0 0 0 � ° � WILLIA� CATON X / / \ (PUBLIC) O O O �� / / , , , / \ \ �°0 0 0 0 °0 0 Oo 0 / � Jvx ° v ° RESID NTIAL A \ EXISTING WOODED AREA x / _ QB \ TO BE PRESERVED � J O / o x �\ 0000°0000000 °�DOOA00 ° 1 \\ \ p00000000°O00°°O ,°000 °°° \ x WPO STREAM I V A ; 0 0 0 0 0 O O 00 O O O O O°° °O 0 O°°° JV BUFFER \ \ COMMUNITY PARK J00OO°Oo°o°oOOO°OO °OO°0\0 ° 00 00 ° 00 - - / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE °0 O O O ° ° ° ° °O O O O ° ° ° ° °O 0 ° ° ° / / I 1, O 0 0 0 0°° 0 0 0 0 0 0 0 0 0 0 0 0 I FOR PUBLIC USE AS A PUBLIC PARK ` 00°° 000000000000000°O000a000 I I OO°�O° °O° OO° OO° 0O° °° ° ---------- In-------------- 0O oO I °aO _ °�2 I WETLAND °��0o00°OO 000°°OO� 00°°�OOO 'O 000000�00000°00b°000000°\000 I O / I 0000000°0000000000000-000000 /;�� / O O O / / I I �► „00 00 000OO °0000000°O�Q 0000 ,Oo00°OOP O-0 0 °0=000000°00�00000°00000D000° 00�000°oO000o0 STREAM 00°00000100°O°°OO000OOOO`�\Oo0500c o -00000 °0OO°00 1 0 0000000 000o0°OO oOOO\°°OOoo \ 5 0000°�00000000000 0000000°0000000000°0\00 \ OoboO°000000\`OOoo0OO° 0o000OO 000 \ x oOo\° °� ° °OO °OOO i � O\o0000°° OOOo0o000O00°°000000000�00 \ �y )O\o,°0000000000000 0O00000o0000CD 0 oo MATCHLINE - SEE SHEET60 O°°°A°°°°000y�°°°°°0000°°°00000�°� ° \s DB. 270 , P. 749 \ \ ♦ DB. 171 Z P. 589 � m 0 --- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 o N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 P PL ---- MATCHLINE -SEE SHEET 57 x x X x X X\ x X X x x X / / WPO STREAM x x x x x x x — - --- / x x x x x x x x x 358 BUFFER � x x x x x x x x x x x \ x x x x x x x x WETLAND l l / x X x x x x X x x x x X x x x x 56 x x x x x x x x x / - x x _ __ ___ � x x x x x x x /354 -- -_ �� x x x x x '' ------ --- :�; � x x x x x x x x x I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x — / PIL I PRECAST CONCRETE BOX CULVERT STREAM i I / / x/ x X X x�, x x X X x x x x x X X x x x x X 1X x x x x x x x x 7- i i VDOT PL WITH MODULAR BLOCK HEAD/WING x(x �T . HR-1 WALLS % I I x x x x x x x x x x x x x x x x x/x x x x x x COMMUNITY PARK I I xxx x x xxx xxx x xx I 6' SPAN X 4' RISE X 70' L x x x L�06PARK x x x x x x x x x WAL _- I / ��- - PAINTSTRIPING INV. IN 349.00 ) SWM/BMP FACILITY x I x x x x x x x x x x / x x x TO BE DEDICATED TO THE COUNTY OF ALBEMARLE x x x x ,x x x x x x x x x x x /fix MODULAR / ,'�- , AT END FOR PUBLIC USE AS A PUBLIC PARK MAINTENANCE x x x x x x �x x x x x x x x x lx x x x x x BLOCK 3S PA��Ii�NE EASEMENT I I I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X INV. OUT 348.00 I I x x x x x x x ETAINING WALL PIL VDOT = _- MODULAR BLOCK (SEE SHEET 69) (PUBLIC) BLOCK J x x x x x� x x x x x x x x x x x x x / / HT) - — STD HR-1 RETAINING WALL x x x x x j / (10' MAX HT V I I x x x x x x x x x x x x l / ��'\ DOGPARK x x x Ix x x x x x x x x x K \ I I 6 ASPHALT DOG PA�2K x x x x x x x x / x x x AMENITY \ TRAIL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - - , SPACE \ I I x x x x x x x ;� x x x x x x x x x x x x x x x x x x x PL �z I 20' D E \ \\ \ \\ x x x x x x x x x x l x x x x x x x x x x x x x x x x x x/l x x x x/ x STREAM / I, \ �_ I PL b SEMENT, TYP. ° -- JV \\ \ x x x x x x x I x x x x x x x x x x x x x x x x AMENITY SPACE 6 * C CD C °��: VILLA/TOWNHOUSC// 2 CAR GARAGE \ \ x X x x x x x X x x x x X IX X x x x x X X x x x x X x x x X LINEAR PARK W/TRAIL 3 r u X ° JV AND 2 APRON SPACES, T`Y.P. \ \ x x x x x x x x x x x x x Ix x x x x x x x x x x x x x 'x x x/ x x x x x .p P: AC. ° ° \ (GUEST PARKING PROVIDED -ON LOT) \ \ x x x x x x x x x x x) x x x x x x x x x x x / I, JV \\ \ \ x x x x x X x x x x �x x x x x X x x x x x x x x x x /x �x x/ x x x S \ PL x° \ JV \ \\ \ \ x x x x X x x x x x \ � x x x x n 2E % + / SV1/M/BMP / Z� �� S / ° ° JV V A x x x x x x x xl x x x x x x x x x x x x FOREST/OPEN/�\\ ° X \ \ \\ X x x x x x x x x x x x x x x x x x + ° ° x x x x x x x x x / x SPACE EASEMENT y P i +�� ///�//� JV JV \ _ x x x x x x x x x x x x/x \��//x+ + xxx x x xxxxX xxxxX x \� JV I \1 x x X x x \ x x X X X x x x X /x x x x x x x + AM PL 21 ,%i\\\ \�� i\V � Ls / JV ��� � v � xxxxxXX x�Xx Xxx _ - _ / /\/ A� / / x X x \��\�i ��i\��//\�//V �+ / JV v v cF , x X X x x x X X x x x x l x x xxx x x s PL� ���� \ JV — — _ v xxx x k / / �� �� •CF / x x x x / 7.5' TRAIL ♦ ♦ - A / x x EASEMENT _ - ,� � ��/jM- ��x��/ JV x / �, / / \ CF x x ON LOT GL AA'u,� �/ ��/��� ��// BMP J3 ACCESS \ / / / / JV I x x x \�Y / 6' ASPHALT ♦ ♦ S PL �� V / /�///j\� \ 20' DRAINAGE \ / % JV I� TRAIL / \\/ \`. QW + EASEMENT, TYP. / / / k 6' ASPHALT (PUBLIC) \ / / - \ TRAIL JV ( LOT J-33 r; PL +� _ 5,198 SF- \\ JVk/ JVk / _ _ --- --- - - - --- _ - S ♦ �* / / j TRAIL PHALT V k / PL /----------- sD JV X� 20 SF m • / / W LOT J-1 a a - \ \ VD STD CG-7 / / - 7,449 SF - \� #P PL+ TRANSITI / LOT J-31 / // ON-STRE RKING \ X SWM/BMP FACILITY— ACILITY (n w 5,198 SF / W REQUIRED FO K / � MAINTENANCE � (#P) (2) / / EASEMENT OD (PUBLIC) .a / VDOT / W / LOT J-2 - - ,' WETLAND J \ 5,892 SF / — \ D \ — / / LOT J-30 / 2 � � _ _ ° ,a . • ; . � b3 � �aa ` �: / 5,198 SF � % U / / / ♦ 356 / / STREAM _ LOT J-3° • 6,164 SF / \ S PL + II �,i, i / // j LOT J-29 4,520 SF 20'DRAINAGE EASEMENT, VDOT ST TYP. �- LOT J-4 / V S� C Itiq '� r/�/p� CG-6, TYP LOT J-28 i EXISTING WOODED AREA TO BE PRESERVED 5,582 SF / ON -STREET PARKING \ \ PL+ �I \ ��%% PL j INAGE 5,198 SF REQUIRED FOR PARK - * PL R #P / SD / 10' VDOT / AMENITY .. , ��. � • ° • • �S ENT, / i _ . GYP NC SPACE a \, I S (p(/ V 2 MAINTANE E/ / / „ \Tv 4,50 5JSF / I e</c'2S4,jph'4 // ACCESS WALLM- \ /V�� � /� b, , / EMENT MODULAR BLOCK - � y / / j, RETAINING WALL � SWM/BMP � , \ I / \ S, � w�,, � � S � // ° � FOREST/OPEN �� / V �\ LOT J-6 I / r VDOT S C2 (6 MAX HT) \ \ \ ` CG-6, TYP \ / a % PRECAST CONCRETE DOUBLE SPACE EASEMENT - 4,520 SF K CULVERT WITH MODULAR BLO HEAD/WING WALLS (4' SPAN X 2' RISE X 60' L) �1Vj� / //��j��� \/ \ \ A � / � ,o W / D / O' INV. IN 348.00 \ � � �/ � � LOT J-7 \ 5,198 SF / \ / * / 2 INV. OUT 347.00 //\/\\/ VDOT j V STD. HR-1 Mj�� j y� 2 V I A LOT J-8 / �/ * / / / 5 198 SF SPEE v a + � LIMIT/SIG O �� k - - - \ SD LOT J-9 / PL + BB2 O O- 355. A V A� 4,520 SF /./ i o 00 00 PL + °• TMP 79-256 0 0 O O _ PL* ROBERT LI VENGOOD �`•► +0 O O �� 2 +PL PL+ \ — LOT J-10 / i S � �� � # ° #P RESIDENTIAL I I� \ 4,520 SF / ,R W -- ----- O o ON -STREET \ O O II \ \ / 6B1 O 16© + REQUIRED-FbR PAR _ W- W DB. 575, P. 609 I I v v / / / / � � � � , IPL �O \ LOT J-11 / c oO O k \ I 5,198 SF j/ VDOT PL * I 2B3 5 STD. HR-1 - o, f \ I WALL_ L 54.7 A I / / �RE ST CONCRETE DOUBLE BOX— \ UL ERT WITH MODULAR BLOCK I HE /WING WALLS \\ I \ I (4 SPAN X 2' RISE X 60' L) I IN 348.00 V. OUT 347.00 • . a . SD / C V AMENITY 1 SPACE LOT J-12 \ i SD I 1 S F 6 NOTE. I V - AA1 � � � 5 33 LOT J-13 \ \ REFERENCE APPROVED WPO 2018-00017 FOR EROSION & I 4,449 SF \ NT PLAN, \ / EXISTING WOODED AREA / / I / LOT J-14 \ \ AND I STREAM OBUFFER \ � l�ROL PLAN, STORMWATER MANAGEM� MITIGATION PLAN. I TO BE PRESERVED / ' � / � 4,463 SF V A � � LOT J-15 \\ \\ �.D \V I WETLAND �\ �� i / / I 6,980 SF \ \\ ) 0°0 0 000000 \ \ \ O00 0000000 000 00000 0000000000 00Ob 0 /2/0/' DRAINAGE 0000q0 I \ A -0/ EASEMENT, TYP. / v \ v I TMP 79-25C I o o o o � / / I� I I \ 00 0 O / (PRIVA�T�) / � I I OOOo000 / / / / / \ SD \ \ I DANIS WILLIAMS 0 O 0O O O O 0/ SWM/BMP / / max_ 355.75 AA3 vI \ II I RESIDENTIAL I 0000 0 ° 00 / / SOREST/OMEN / / Jv * S �® / \ Im O O O o 0 0 0 0 SPACE EASEMENT, LS — \ I DB. 4207, P. 348 M I / Psi + \ \ I I \ 0 O O O DODO / / / / / PS X \ AA O O / / = I I 0000000 / / / k )0 0 0 0 0 0 / / / k _ \I \ I I \ V A \ I O O O 0000 0 / / / / / / / V JV QC PS x AS I \ \ V 000000 II \V A C)00 00000 S I v v TMP 79 26 i DONALD RI GGIN RESIDENTIAL .�-- I � I DB. 1031, P. 209 I SWM/BMP I / I FOREST/OPEN SPACE EASEMENT 0 10, 20' / / 40' / 80' 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 Lic. No. 35326 T = FSS / O N A k- SSUED: 02-20-20 SCALE: ill = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS I SHEET O�75 /� // j I MATCHLINE- SEE SHEET 58 — 00 I 0 10' 20' 40' 80, WPO STREAM BUFFER l /l WETLAND \ 6' ASPHALT BLOCK J // TRAIL --- ---, - COMMUNITY PARK ,' / / / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE i FOR PUBLIC USE AS A PUBLIC PARK / / j / / STREAM I ® (SEE SHEET 69) / / / SWM/BMP FOREST/OPEN -- SPACE EASEMENT - / ` I 00 i / I woowoo/ / EXISTING WOODED AREA WOO- ZS _ \\ \ TO BE PRESERVED JVx _ S X \� \ ` \\ / — ^\ SWM/BMP FACILITY _ — — \ II II JV MAINTENANCE JV EASEMENT (PUBLIC) -- -- % / / JV / �— \ / A /0/ iv —v-- --�/AMENITY 6'ASPHALT SPACE / / ,e--- — _ A---------- -- ---- EXISTING WOODED AREA EA �— � O O X _000 ♦ v I1 I II \ _/ //�\\ �l \vv \� v TRAIL WETLAND JV T BE PRESERVED JV- 0 ---- —_ SPACE O000 AMENITY 00�00 vvv \\ \ \ \ 000000O�0 "j00 O O �000000000000000i�00/ ,�n O O O O�O O O 0�00 0 0 0 O O O x J e ---- ---36� --- ---_ — ------ v \� v v \ ----- / — — ---- W 3 �� J X — — — 50 W --- / 350 Z — _LOT J-20 5 / \ \ — — \ LOTJ-21 \ 9,438SF \ \ ♦\\ \\ \\\\\\ \\ \\ \ 2 -5717SF LOT J-22 5,103 SF �---- LOTJ-23 / \ \ 5,272 SF o ' \ J-24 ° `• _ \ �\ / / / / ens SET ON i�W LOT . — �v // / N / BMP J5 ACCESS 5,198 SF GPS ELEV., 359.26 36� LOT J-25 3 o a � a :. � • � / / � / / \ 4,520 SF i \ //20'DRAINAGE/ (PUBLIC) -LOT J-26 EASEMENT, TYP. , � 4,520 SF , , , , � a \ � \ \ / / / � / - \,— a \ LOT J-27 Z\ / / / F / 5,198 SF ��\ V AR — / �/ \ PL \ i STA. 36+ 0.00 . PL ,' LAZY END BRAN � CH LANE A2-1 �A � P PL B VDOT STD. W / � CG 9B TYP / //A� SD // / W--- C ALK / / W I / PL / p,N �L PL. V \ / (#P W c . 1-1 II I NOTE: i FIOR ERP — / Ni REFERENCE APPROVED WPO 2018-00017MOGION & -W SE IMENT CONTROL PLAN, STORMWATE MENT IIPLAN AN � v STREAM BUFFER MI?TIGATION PLAN. PAIN-rSTRIPING/ S — - -- - — AT/S RT OF P:° A V / �RKI G Z C p,L'� � � � — I I CON W P 2 q, L + < PL I i VDOT STD. / / ♦ �G-6, TYP I PL' = C A / STA. 35+73.39; 33.50 RIGHT I t / I CON CENTER OF CUL DE SAC / / / ✓/ v v — I I LAZY BRANCH LANE / LOT J-19 5,787 SF I ' �v I / / — — I TMP 94-1 10' SECTION OF \ - HATCHED AI EA RESERVED I / / / / / I ffDMONT NEIGIBORHOODS LP VDOT STD CG-7 W/LOT J 18E _ — —� ' RESID TIAL \ AMENITY I \ R FUTURE 1RIGHT-OF-WAY I I / / — I I TRANSITIONS \ 4,520 SF ♦ 1 D DILATION UPON DEMAND / / \ SPACE I I l / I� DB. 4301, P. 211 / / A LOT J-17 0 COUNTY I I/ I/ / I 4,520 SF DB. 4192,IIP. 124 I ,f / -1 LOT /J 6 \ v 6,625 SF v // I / / / / / A I ♦ VILLA/TOWNHOUISE W/ 2 CAR GARAGE I AND 2 APRON SPACES, TYP. GUEST PARKING PROVIDED ON LOT) I II II // JV k / / k / SD �iP 357.90 \ /� / SX ♦ I I I — — A I SD // i 36 /AC QW TMP \ QS 36 Ps \ BETTY McCLANAHAN I ! \ RESIDENTIAL / D'a. 1184, P. 718 AA I + L� 3�6 I I - I I I I SWM/BMP FOREST/OPEN AMENITY ♦ SPACE EASEMENT SPACE � ♦ I I I / / I I � / i a I I / I / / I I I 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 o NAL ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB 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 OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYING PER THAN 3" TAPERING UP TO 1" AT TREE 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 %2 THE COMPACT EXCAVATED SOIL HEIGHT OF TREE AND ABOVE TO FORM ROOTBALL PIT ON THE LOWEST BRANCHES II- 12" 2-3" DOWNHILL SIDE OF FINISHED GRADE =III=III_ -III-III PLANTING AREA I=1 I I=1 I I PLANTING SOIL MIX TRENCH EDGE AROUND I=1 I I=1 I I=ll 1 I. REMOVE TOP, % OF BURLAP = AND/OR ALL ON 1=III=III=11 ': ; .'". 11=III=11-_ ENTIRE AREA TO BE III=III=1 III=III= -BIODEGRADABLE PACKAGING AFTER FINAL =III=III-III III=III=III-III- _ MULCHED -III=1 IEI F I I-III=III=11 ::::: ;.: ; :: PLACEMENT OF ROOTBALL =III=III-III I I-III-III=III=III=III=1 III=III=III=III=_ II -_ I=1 III -III -III -II I � z -III-III-III=III-III=III-'' 1= I=1I I1_= Arl SCARIFY BASE OF PIT. BREAK - - - -III=III=III=III=III- II-III-III-III=III=III=III=111 =III=III=III..-III-III=III- THROUGH AND LOOSEN ALL =IIII III=III-III �lll ,llI=III=III=III=III=III=III=11- I. ' 1 I=1 I I=1 I I=1 I I=1 I I- I I I=1 I I-1 I I-= I I- I1 III-110 HARDPAN (REMOVE AS -"'- 'il=lil="' "'-�' NECESSARY) TO FACILITATE PROPER DRAINAGE RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. i� ROOTBALL PITS PREVENT TREE FROM _� TREE STAKING OPTIONS SETTLING IN FUTURE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" \ SIDE OF TREE ONLY. f 00 I.I.I o ° V J -10 III LO J O U SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE -J -111E111-111- =III=III=1 REFER TO TREE ROOTBALL PIT DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES a I 221/2w DIRECTION O 0 OF SLOPE z p PLAN ww p w MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE I_ MULCHED SECTION SECTION L °01 I SECTION, PLAN ���°� SECTION, PLAN L °03 N.T.Q.. 12" ROW SPACING '0101 UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2-3"; a TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE 111=III=III=III=1I1=11 UNDISTURBED SUBGRADE J CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE MULCH FINISHE ROW SPACING i D T O.C. SPACING f ROOTBALL BED WIDTH �. ... PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE 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' (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) 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. \/\\ N III I -I I1- 111=III=III=III-11 I-111-1 I III -III -III -III -I 11-1 11-I 11EE 11- �-� -� 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 NOTES 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF %2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED X EXCEPT WHERE TREES ARE PLANTED = (D w FINISHED = GRADE -IE=� III= III=11III=III==-III= =III= =III= =III==III= REFERTO ROOTBALL DETAIL-"--"'= TYP. 11 . I I I-1 11-1 11-1 11-1 I I I I I NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED X EXCEPT WHERE TREES ARE PLANTED = w FINISHED = GRADE I-_ -III-III-III- lliiillliiilllii - I IIII TREE J STAKE GALV. WIRE HOSE STAKING ENLARGEMENT -MULCH (AS SPECIFIED ON DWGS.) TREE STAKE GALV. / WIRE HOSE STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS SECTION NOTE: 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. I 4" TYP. J LFr,7, FINISHED GRADE I� IEI 'I=III.-III: TREE (AS SPECIFIED ON DWGS.) 45° TYPICAL STAKING:-'li-Iil-Iil 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT REFER TO MIN. OF%2 TREE HEIGHT ROOTBALL DETAIL 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) TREE J 1 �A MASS PLANTING AND STAKING ON SLOPE 7 -STAKE GALV. WIRE CHOSE STAKING ENLARGEMENT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS TRENCH EDGE A ENTIRE AREA TIC MULCHED REFER TO TREE ROOTBALL PIT DETAIL SECTION TREE PLANTING MULCH LAYER CULTIVATED SOIL SECTION, PLAN L-004 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=_ i FORM ROOTBALL PIT ON '=IIII-IIII- DOWNHILL SIDE. IIII=III -IIII= SHRUB PLANTING ON SLOPE IIII=_III II- (SET PLANTS PLUMB) =IIII=_IIII=_IIII=IIII=_III = III-IIII-IIII-IIII-IIII IIII MULCH LAYER (AS SPECIFIED) IIII-IIII-IIII-IIII-IIII-II ". 24" Ilk I PLANTING SOIL MIX=_IIII=_IIII=_IIII=_IIII=_ (AS SPECIFIED) II-IIII-IIII-IIII-IIII-IIII '11-IIII-IIII-IIII=IIII= TRENCH =IIII-IIII-_IIII=IIII =_ i EDGE =111' =IIII IIII=_IIII=11 "; (TYP) ADD EXCAVATED SOIL TO BRING TOP 1111_IIII-IIII-_IIII OF ROOTBALL TO FINISHED GRADE. -IIII- TAMP LIGHTLY PRIOR TO SETTING 4" MIN.. _ SHRUB TO PREVENT SETTLING.=IIII= II=IIII= =IIII=_III -IIII=_IIII- -_ -'111=IIII= '' -IIII=IIII=_IIII= SET TOP OF ROOTBALL - 4" -IIII=IIII- LEVEL WITH FINISHED GRADE. MI 1 SHRUB PLANTING ON SLOPE ��j DETAIL L010 N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROWS ACING TO ATTACHING TO POST 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=_III _IIII- JUNIPER PLANTING ON SLOPE IIII=_III II- (SET PLANTS PLUMB) -I I II=11n=IIII=_IIII=_IIII II :.. III =_IIII=_IIII=_IIII=_IIII=_ III= `; ,. MULCH LAYER (AS SPECIFIED) IIII-IIII=_IIII-IIII-IIII-11 IIII=_IIII=_1111=_1111=11H -_ -IIII=_IIII- _IIII= 30" PLANTING SOIL MIX -IIII-IIII-IIII-IIII- (AS SPECIFIED) 11=_IIII=_1 111=_1 111=_IIII=_IIII 11=1111=1111=1111=1111-_ TRENCH =IIiI=1iII=1111=1111 II= EDGE =111' IIII-IIII-IIII-11 (TYP) ADD EXCAVATED SOIL TO BRING TOP IIII-IIII-IIII-IIII OF ROOTBALL TO FINISHED GRADE. 4" MIN. TAMP LIGHTLY PRIOR TO SETTING i=_IIII- 11=1111- SHRUB TO PREVENT SETTLING. =IIII-III -IIII-IIII- II -'' 111=IIII_ -IIII-IIII-IIII- SET TOP OF ROOTBALL LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE N.T.S.L-006 SECTION L N.T.S.T.S. DETAIL 11 L-.S. N.T.S. .T.S. FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS /SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAINAGE TRENCH EDGE (TYP.) FINISHED M GRADE \ \ \ /\\\ \ \ \ \\ \\ \\\// \\ PERENNIAL SOIL MIX III\=_III\I=_II\II=_\IIII III= (AS SPECIFIED) II-__IIII__IIII__IIII__IIII__IIII__' -IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_1111=1111-11 ail=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_III' =IIII_ -IIII=_IIII=_IIII=_I=_I=_I=_1=1-IIII=' ''I-IIII-IIII-IIII-IIII-IIII-IIII= III-�. =IIII=IIII=IIII=IIII=IIII=IIII=IIii= CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING DETAIL L-014 DETAIL L-008 N.T.S. T.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com _T H OF IG Alan G. Franklin Lic. 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GREG Y / ��� n // - / v A\A - v v v / - `- ����� `�'/r I I I I \/ A I A A / / - - A ` - - / / \ I v v AA VA lI / I A v A V v v `v l� v � � I l r / �� - v / ' i _� i v ` ` ,v 8. 368, 775 / - ��� v , - _- , v1 I v v v v v v l ' / \ \\ OREGO l' --- ,r-_ \ / \ \ v f-v / / I l� A � v v v " / MAGRUDER \ � - - '/ /' � I I � , � T1 79D-18 � ` �`` �- -_ vGI v v v v -- -- � �60- _ � 1 I I- -- -_ v /� '� v v v / \ ----- I A n DE TYAL / / v vvvv v - _ - v ` v -- _ -/ v v v v / / / j �l / i I / l ' // / / \,� \ \ \ \ / RE SIDEI�ITI�I� \ I / / /' / ' '�\ \ Q 8 P. 75 �/ R. GRFG'O f?Y \ \ _ \ \ \ _ _ _ / / \ \\ / / N A V / v A \ v ' /' V A _ ' / v /\� vvvv V v �� A v vv \ - / - / v / / / \\ \_\ l \ ` '�/-\ _ / / \ \ \ \ \ / / \\ ,( _ y \I \ \\\ \ _ \ \ // 11 - \ \ \` \ \ D 368, P.\ 175 ' \ \ / ------ - l \ �: A A A A / \ V / / /' VA / /' MAGR_N V AV A V \ �/ ��� ` V / - / - / / I \ \ \ \ _ J I I I \ \ / \ �� - \`\ / ESIDEN AL � \ �. / / o' v v/ v ` /'� //'- ' ��- / / / D 68 . 1y5 v v A\ V v 1 v� I v I, v v v���,, v / V v v v / I �- / I II I 1 I I v v v -/ / v /' / / / / � v / / / �/ / 7 �17V 1 1 I I %-v VA \ V - - / - - / l / l I A l A V v v A /- / /' / A I / / / h°"V A 1 1 V A A A -_ � \ \ �� v '� v\ / III A ����' -39 v -- / / / v --� / / I v R. )GRF(JORI� I / 1 �v, �� - - v I I/ 1 A A V v // v / / , l / / / A �� ��� /�i' Q A I /- / / / V A ` ` y---- � -- // / / / / / / N /`�\ / / / o A AVA 1 \ V �A� / / ✓ \ - � � \ / \ \ \ / I , / / r/ // , \\\ 1 \ yYl I I I \\\\\ \ , \ \\ \\ -/ \ \ / i \ \ I I l / 11 i I 1 1 N - / / ` \ \ / , /) � \ � / MAGF�UL�ER 1 I I I I I \\\\ \ \ / 1 , \ \ \ \ _ , , / / r r / v\ / / \\\ \ \ \ / 1 \ \ / / / / \ \ \I� / / i �I II II / _ - ' a It-- // r / / / / / / / ESIDENTIA I III �) ` \\\\\ \ \ � \ � -- / / \ \ cw / -\-r-- \ --- -''rtMP 79b-12 / / DB 6�,1 P.\1 / I - I \,-\\ , �� \ \ � \ \ I o I / / I 1 / / 1 I I 1 \ - - ` °° - \/ ` / - / / / \ // / / / /- \ T� / / ^\ I I I I I I 1 I I I I / \ \ \\ \ -- \� \ ✓ / ' / \\ j \ °° g000000000°° �� - F�. 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\ / / <--- - // // / / // ///// / // / / -'7 / / l /UQ.'4192, P a \ \\ \ \ \\\\ \ \ \ \ \ \ \ \ \- -- / / / / / / / // / / / / / / \\ \ / / / / / / _ v u ----vvv I 389--- / / / / vv v v v - / / - - ------------ \ - - \ / / / \ \ / / / / / / \ --- ------ - / / \ \ / / I \ 1 1 /// / -' - l � / - , ! - __ -----' - ID Drainage Area Ac c tc mins. 2A3 0.41 0.68 5.00 2A2 0.40 0.75 5.00 2B3 0.31 0.68 5.00 2B2 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 2F2 0.09 0.85 5.00 2G3 0.13 0.72 5.00 2G2 0.00 0.00 5.00 2H3 0.17 0.85 5.00 2H2 O.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 0.85 5.00 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 2L7 0.03 0.90 5.00 2L6 0.03 0.90 5.00 2L5 0.06 0.90 5.00 2L4 0.00 0.00 5.00 2L3 0.06 0.90 5.00 2L2 0.06 0.90 5.00 2M6-1 0.65 0.68 5.00 2M3-1 0.56 0.59 5.00 2 M2-2 0.13 0.68 5.00 2M2-1 0.16 0.68 5.00 2M13 0.13 0.85 5.00 2M12 0.31 0.85 5.00 2M11 0.06 0.85 5.00 2M10 0.01 0.72 5.00 2M9 0.05 0.85 5.00 2MB 0.20 0.72 5.00 2 M7 0.41 0.68 5.00 2M6 0.13 0.77 5.00 2M5 0.12 0.65 5.00 2M4 0.05 0.72 5.00 2M3 0.26 0.77 5.00 2M2 0.00 0.00 5.00 AA5 0.36 0.50 6.50 AA3 1.77 0.40 7.21 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o" \P H OF T7� �� �, Cp - 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Alan G. Franklin � Lic. No. 35326 w • o Q/ , �' Z . Nq� .C�y 2 w � � Z U J j O J J � } m � � N Z W �� U ZJ oz� w ��mz Q-Q J Q Q Q W Q W C� Q Z Q 0 ISSUED: 02-20-20 SCALE: 111 =100' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 PIPE DESIGN TABLE 21-12 I 21-11 1 0.32 1 0.80 1 0.256 1 1.617 1 12.08 1 4.99 1 1.28 1 8.06 1 352.58 1 352.00 1 74.00 1 0.013 1 0.78 1 24 1 20.03 1 6.10 1 0.20 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe 2 (n O) (n w C C W a) 0 .0 N Q N 0 C 8 U aCi E .b I U 'O a) f6 E 0 a) E U I U C C o O m :� a` )) - M C U c O U 3 o N 1O CJ - C U Ul 6 = o� C .� N C v N C L w- v O O -Z N = - � C 0- J U () C C (0 C m O (n c v a) T 0 O U w N m U 3 LL LL (n Q .-. U a) C � a ~ LL i (6 of Pipe run: 2A 2A2-1 I 2A2 1 0.16 1 0.68 1 0.109 1 0.109 1 5.00 1 6.67 1 0.73 1 0.73 1 355.54 1 352.07 1 170.61 1 0.013 1 2.03 1 15 1 9.21 1 4.46 1 0.64 2A3 I 2A2 1 0.25 1 0.68 1 0.170 1 0.279 1 5.00 1 6.67 1 1.13 1 1.86 1 352.32 1 352.07 1 33.75 1 0.013 1 0.74 1 15 1 5.56 1 4.10 1 0.14 2A2 I 2A1 1 0.40 1 0.75 1 0.300 1 0.579 1 5.14 1 6.62 1 1.99 1 3.83 1 351.97 1 351.50 1 62.15 1 0.013 1 0.76 1 15 1 5.62 1 4.90 1 0.21 Pipe run: 2B 2133 I 2132 1 0.31 1 0.68 1 0.211 1 0.211 1 5.00 1 6.67 1 1.41 1 1.41 1 351.75 1 351.50 1 33.84 1 0.013 1 0.74 1 15 1 5.55 1 3.90 1 0.14 2132 I 2131 1 0.12 1 0.85 1 0.102 1 0.313 1 5.14 1 6.62 1 0.67 1 2.07 1 351.40 1 351.30 1 14.34 1 0.013 1 0.70 1 15 1 5.39 1 4.00 1 0.06 Pipe run: 2C 2C2-1 I 2C2 1 0.29 1 0.77 1 0.223 1 0.223 1 5.00 1 6.67 1 1.49 1 1.49 1 350.28 1 349.47 1 43.36 1 0.013 1 1.87 1 15 1 8.83 1 5.00 1 0.14 2C4 I 2C3 1 0.27 1 0.77 1 0.208 1 0.208 1 5.00 1 6.67 1 1.39 1 1.39 1 350.40 1 349.83 1 79.13 1 0.013 1 0.72 1 15 1 5.48 1 3.80 1 0.35 2C3 I 2C2 1 0.18 1 0.77 1 0.139 1 0.347 1 5.00 1 6.67 1 0.92 1 2.31 1 349.73 1 349.47 1 34.16 1 0.013 1 0.76 1 15 1 5.64 1 4.50 1 0.13 2C2 I 2C1 1 0.24 1 0.77 1 0.185 1 0.755 1 5.13 1 6.62 1 1.22 1 5.00 1 349.37 1 348.00 1 91.42 1 0.013 1 1.50 1 18 1 12.86 1 5.10 1 0.30 Pipe run: 2D 2D3 I 2D2 1 0.34 1 0.77 1 0.262 1 0.262 1 5.00 1 6.67 1 1.75 1 1.75 1 353.11 1 352.84 1 36.32 1 0.013 1 0.74 1 15 1 5.57 1 4.00 1 0.15 2D2 I 2D1 1 0.09 1 0.85 1 0.077 1 0.338 1 5.15 1 6.62 1 0.51 1 2.24 1 352.74 1 352.20 1 32.77 1 0.013 1 1.65 1 15 1 8.29 1 5.80 1 0.09 Pipe run: 2E 2E3 2E2 1 0.17 1 0.68 1 0.116 1 0.116 1 5.00 1 6.67 1 0.77 1 0.77 1 353.41 1 352.75 1 43.20 1 0.013 1 1.53 1 15 1 7.98 1 4.50 1 0.16 2E2 F---�'2D I 0.10 1 0.85 1 0.085 1 0.201 1 5.16 1 6.61 1 0.56 1 1.33 1 352.65 1 352.20 1 54.00 1 0.013 1 0.83 1 15 1 5.90 1 3.90 1 0.23 Pipe run: 2F 2F3 I 2F2 0.24 0.77 1 0.185 1 0.185 1 5.00 1 6.67 1 1.23 1 1.23 1 359.46 1 359.10 1 35.96 1 0.013 1 1.00 1 15 1 6.46 1 3.90 1 0.15 21=2 I 2F1 1 0.09 1 0.85 1 0.077 1 0.261 1 5.15 1 6.61 1 0.51 1 1.73 1 359.00 1 357.00 1 114.54 1 0.013 1 1.75 1 15 1 8.54 1 5.50 1 0.35 Pipe run: 2G 2G3 I 2G2 1 0.13 1 0.72 1 0.094 1 0.094 1 5.00 1 6.67 1 0.62 1 0.62 1 358.97 1 357.54 1 184.85 1 0.013 1 0.77 1 15 1 5.68 1 2.60 1 1.18 2G2 I 2G1 I 0.00 I 0.00 I 0.000 1 0.094 1 6.18 1 6.29 1 0.00 1 0.59 1 357.44 1 357.00 1 58.00 1 0.013 1 0.76 1 15 1 5.63 1 3.00 1 0.32 Pipe run: 2H 21-12 I 2H1 1 0.17 1 0.85 1 0.145 1 0.145 1 5.00 1 6.67 1 0.96 1 0.96 1 351.70 1 351.30 1 33.86 1 0.013 1 1.18 1 15 1 7.02 1 3.00 1 0.19 21-11 I A2 1 0.15 1 0.85 1 0.128 1 0.272 1 5.19 1 6.60 1 0.84 1 1.80 1 351.20 1 350.16 1 71.78 1 0.013 1 1.45 1 15 1 7.78 1 5.30 1 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 0.55 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 0.85 1 0.128 0.434 1 5.43 6.53 1 0.83 2.83 1 354.66 351.83 1 184.38 0.013 1 1.53 15 1 8.00 7.10 1 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 (EX) 0.22 0.77 0.169 0.365 5.40 6.53 1.11 31.34 352.88 350.80 81.52 0.013 2.55 24 36.14 12.87 0.11 add 28.95 cfs from Phase 1 A3 (00 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 IA 1 1 0.12 1 0.77 1 0.092 1 1.271 1 5.57 1 6.48 1 0.60 1 37.19 1 350.06 1 348.50 1 128.70 1 0.013 1 1.21 1 36 1 73.43 10.50 1 0.20 Pipe run: 21 213 1 212 1 0.04 1 0.95 1 0.038 1 0.038 1 5.00 1 6.67 1 0.25 1 0.25 1 357.90 1 356.80 1 142.96 1 0.013 1 0.77 1 15 5.67 1 2.30 1 1.04 212 1 211 1 0.08 1 0.90 1 0.072 1 0.110 1 6.04 1 6.34 1 0.46 1 0.70 1 356.70 1 356.50 1 21.98 1 0.013 1 0.91 1 15 1 6.16 1 3.40 1 0.11 Pipe run: 2J 2J3-1 I 2J3 1 0.18 1 0.80 1 0.144 1 0.144 1 5.00 1 6.67 1 0.96 1 0.96 1 356.55 1 355.70 1 38.00 1 0.013 1 2.24 1 15 1 9.66 1 4.90 1 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 2.06 364.80 363.42 127.10 0.013 1.09 15 6.73 4.90 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 1 0.177 0.627 6.37 6.24 1.11 3.91 361.66 355.40 160.96 0.013 3.89 15 12.74 9.10 0.29 2J4 2J3 0.53 0.80 1 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 1 0.15 0.77 1 0.116 1.310 1 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 F 2J1 1 0.09 0.85 1 0.077 1.387 1 6.88 6.10 0.47 8.45 352.65 352.30 36.95 0.013 0.95 18 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 0.34 366.38 365.38 103.05 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 3.70 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 I2K1 1 0.06 1 0.90 1 0.054 1 0.216 1 7.75 1 5.87 1 0.32 1 1.27 1 359.30 1 358.50 1 22.63 1 0.013 1 3.54 1 15 1 12.15 1 6.90 1 0.05 Pipe run: 2L 21-7 21-5 0.03 0.90 0.027 0.027 5.00 6.67 0.18 0.18 380.80 379.40 132.49 0.013 1.06 15 6.64 2.60 0.85 21-6 21-5 0.03 0.90 0.027 0.054 5.85 6.39 0.17 0.35 380.80 379.40 132.49 0.013 1.06 15 6.64 2.60 0.85 21-5 21-4 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 21-4 21-3 0.00 0.90 0.000 0.108 7.17 6.02 0.00 0.65 375.80 365.90 164.60 0.013 6.01 15 15.84 6.90 0.40 21-3 21-2 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 21-2 2L1 0.06 0.90 0.054 1 0.216 1 7.88 1 5.84 1 0.32 1 1.26 1 359.80 1 359.00 1 23.25 1 0.013 1 3.44 1 15 1 11.98 1 6.91 1 0.06 11 Pipe run: 2M 2Z1 I 2M6 1 0.80 1 0.59 1 0.472 1 0.472 1 5.00 1 6.67 1 3.15 1 3.15 1 354.75 1 353.35 1 30.58 1 0.013 1 4.58 1 15 1 13.82 1 9.10 1 0.06 21\116-1 I 2M6 1 0.65 1 0.68 1 0.442 1 0.442 1 5.00 1 6.67 1 2.95 1 2.95 1 352.60 1 351.25 1 56.44 1 0.013 1 2.39 1 15 1 9.99 1 6.60 1 0.14 2M3-1 1 2M3 1 0.56 1 0.59 1 0.330 1 0.330 1 5.00 1 6.67 1 2.20 1 2.20 1 349.75 1 348.87 1 21.42 1 0.013 1 4.11 1 15 1 13.09 1 8.30 1 0.04 2M2-2 I 2W-1 1 0.13 1 0.68 1 0.088 1 0.088 1 5.00 1 6.67 1 0.59 1 0.59 1 348.19 1 347.66 1 44.46 1 0.013 1 1.19 1 15 1 7.05 1 3.50 1 0.21 2W-1 I 2M2 1 0.16 1 0.68 1 0.109 1 0.197 1 5.21 1 6.60 1 0.72 1 1.30 1 347.56 1 344.75 1 33.87 1 0.013 1 8.30 1 15 1 18.61 1 8.77 1 0.06 21VI13 21VI12 0.13 0.85 0.111 0.111 5.00 6.67 0.74 0.74 367.12 365.57 38.84 0.013 3.99 15 12.90 5.70 0.11 21VI12 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 2M11 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 1.41 24 26.89 7.90 0.07 2M10 2M9 0.01 0.72 0.007 5.003 17.30 4.26 0.03 21.30 359.51 358.73 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 21.89 355.36 353.66 118.00 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 0.013 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 0.12 0.65 0.078 7.186 18.02 4.18 0.33 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 30.05 349.21 347.72 148.76 0.013 1.00 30 41.05 9.10 0.27 2M3 2W 0.26 0.77 0.200 7.753 18.42 4.13 0.83 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 33.73 343.50 342.00 130.53 0.013 1.15 1 30 43.97 9.90 0.22 Pipe run: N2 2N2 I 2N1 1 0.18 1 0.72 1 0.130 1 0.130 1 5.00 1 6.67 1 0.86 1 0.86 1 349.14 1 347.23 1 41.91 1 0.013 1 4.56 1 15 1 13.79 1 6.00 1 0.12 21\11 1 2M2 1 0.17 1 0.77 1 0.131 1 0.261 1 5.12 1 6.63 1 0.87 1 1.73 1 347.13 1 344.75 1 33.65 1 0.013 1 7.07 1 15 1 17.18 1 9.30 1 0.06 Pipe run: 20 204 203 0.13 0.80 0.104 0.104 5.00 6.67 0.69 0.69 360.18 359.22 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 1.36 353.53 352.04 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 6.53 0.66 4.09 351.94 351.25 41.83 0.013 1.65 15 8.30 6.70 0.10 Pipe run: 2P P2 I ZP1 1 0.18 1 0.68 1 0.122 1 0.122 1 5.00 1 6.67 1 0.82 1 0.82 1 365.38 1 363.81 1 61.92 1 0.013 1 2.54 1 15 1 10.29 1 5.00 1 0.21 2P1 I 2M10 1 0.12 1 0.68 1 0.082 1 0.204 1 5.21 1 6.60 1 0.54 1 1.35 1 363.71 1 359.61 1 82.23 1 0.013 1 4.99 1 15 1 14.42 1 7.50 1 0.18 Pipe run: 2Q Z01-1 I ZQ1 1 0.45 1 0.68 1 0.306 1 0.306 1 5.00 1 6.67 1 2.04 1 2.04 1 364.87 1 364.31 1 46.36 1 0.013 1 1.21 1 15 1 7.10 1 5.00 1 0.15 2Q4 2Q3 7.00 0.55 3.850 3.850 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 0.18 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 9.20 0.06 2Q1 2M11 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: 2R 2R1-1 I 2R1 1 0.20 1 0.77 1 0.154 1 0.154 1 5.00 1 6.67 1 1.03 1 1.03 1 363.62 1 363.08 1 35.83 1 0.013 1 1.51 1 15 1 7.93 1 4.76 1 0.13 2R3 2R2 0.05 0.55 0.028 0.028 5.00 6.67 0.18 0.18 364.75 363.90 24.00 0.013 3.54 15 12.16 3.60 0.11 2R2 2R1 0.16 0.77 1 0.123 0.151 1 8.00 5.81 0.72 0.88 363.80 363.08 1 50.13 0.013 1.44 15 7.74 4.20 1 0.20 2R1 2S13 0.39 0.77 1 0.300 0.605 1 8.20 5.76 1 1.73 3.49 362.98 362.66 1 32.16 0.013 1 1.00 15 1 6.44 5.40 1 0.10 Pipe run: 2T 2T2 I 2T1 1 0.09 1 0.85 1 0.077 1 0.077 1 5.00 1 6.67 1 0.51 1 0.51 1 353.75 1 353.00 1 25.50 1 0.013 1 2.94 1 15 1 11.08 1 4.50 1 0.09 Pipe run: 2S 2S16 2S15 0.43 0.70 0.301 0.301 7.00 6.07 1.83 1.83 375.66 371.17 1 66.34 0.013 1 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 0.09 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 2S13 2S12 0.14 0.77 0.108 1.306 7.76 5.87 0.63 7.67 362.56 361.52 53.85 0.013 1.93 18 14.60 8.40 0.11 2S12 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 2S11 2S10 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 2S10 2S9 0.17 0.68 0.116 1.486 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 5.72 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 2S5 2S4 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 11.70 343.67 343.25 37.41 0.013 1.12 24 23.97 7.22 0.09 2S3 2S2 0.12 0.80 0.096 2.213 9.32 5.51 0.53 12.19 343.15 342.35 81.34 0.013 0.98 24 22.44 T34 0.18 2S2 2S1 0.00 0.00 0.000 2.213 9.51 5.47 0.00 12.11 342.25 341.50 1 74.06 0.013 1 1.01 24 22.77 7.29 0.17 Pipe run: 21.11 21-17 21-16 1.25 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 21-15 0.00 0.00 0.000 0.938 11.56 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 1 1. 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 I 21-12 1 0.26 1 0.72 1 0.187 1 1.361 1 11.91 1 5.02 1 0.94 1 6.82 1 353.18 1 352.68 1 60.22 1 0.013 1 0.83 1 24 1 20.61 1 5.90 1 0.17 PIPE E DESIGN TABLE n=0.025for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe 0 i 05 .C-.� t9 (n 7 ` C `C W ro a) C U Q (9 a) OU (0 CO U a) E U C Q U N E U c6 E Q U C C O a) U � N C N C N C p w 3 o -O U 3 5 = 3 .0 ° � N > C N w ° O 'C N > C m N O_ - J un C C M E CF a) O I (n c v N E 0 I C w U m (0 U O LL Z) LL in Q •T• U a) > I > E ~ O I LL ur ` ca a) 1 of Pipe run: 2V 2V5-1 I 2V5 1 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 0.013 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 5.48 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 I 2V1 1 0.06 0.77 0.046 0.847 5.97 6.36 0.29 5.38 352.25 352.00 24.00 1 0.013 1.04 18 10.72 6.06 0.07 Pipe run: 2W 2W3-2 I 2W3-1 1 3.21 1 0.45 1.445 1.445 13.00 1 4.84 6.99 6.99 1 345.75 1 344.50 1 51.00 1 0.013 1 2.45 1 15 1 10.11 1 8.90 1 0.10 2W3-1 I 2W3 1 0.31 1 0.68 1 0.211 1.655 13.10 1 4.82 1 1.02 1 7.98 1 344.40 1 343.85 1 31.84 1 0.013 1 1.73 1 18 1 13.81 1 8.10 1 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 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 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 1.40 0.40 1 0.560 1 0.560 1 13.10 1 4.82 1 2.70 1 2.70 1 342.75 1 339.63 1 48.00 1 0.013 1 6.50 1 15 1 16.47 1 9.90 1 0.08 2X5-1 I 2X5 1 0.25 1 0.72 1 0.180 1 0.740 1 13.18 1 4.81 1 0.87 1 3.56 1 339.53 1 338.35 1 50.60 1 0.013 1 2.33 1 15 1 9.86 1 8.00 1 0.11 2X5-B I 2X5 1 0.70 1 0.59 1 0.413 1 0.413 1 5.00 1 6.67 1 2.75 1 2.75 1 339.75 1 338.35 1 23.69 1 0.013 1 5.91 1 15 1 15.70 1 9.60 1 0.04 2X4-1 I 2X4 1 0.13 1 0.80 1 0.104 1 0.104 1 5.00 1 6.67 1 0.69 1 0.69 1 338.65 1 337.20 1 71.79 1 0.013 1 2.02 1 15 1 9.18 1 4.40 1 0.27 2X3-1 I 2X3 1 0.15 1 0.80 1 0.120 0.120 1 5.00 1 6.67 1 0.80 1 0.80 1 340.45 1 336.10 1 40.89 1 0.013 1 10.641 15 1 21.07 1 4.50 1 0.15 2X6 2X5 0.16 0.77 0.123 0.123 5.00 6.67 0.82 0.82 339.15 338.35 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 6.83 338.25 337.20 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 I 2Y2 1 0.29 1 0.75 1 0.218 1 0.218 5.00 1 6.67 1 1.45 1 1.45 1 366.36 1 364.46 1 32.00 1 0.013 1 5.94 1 15 1 15.74 1 8.00 1 0.07 2Y2 I 2Y1 1 0.17 1 0.68 1 0.116 1 0.333 1 5.07 1 6.64 1 0.77 1 2.21 1 364.36 1 362.50 1 50.00 1 0.013 1 3.72 1 15 1 12.46 1 7.60 1 0.11 Pipe run: AA AA5 AA4 0.36 0.50 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 0.75 18 9.09 5.40 0.33 AA2 AA1 0.00 0.00 0.000 0.888 7.54 5.92 0.00 5.26 351.52 351.00 70.00 0.013 0.74 18 9.05 5.30 0.22 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 14.00 1 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet I Hydrology Curb and Gutter Inlet J C a- a) a w 0 H O > rn C T °CU w J `m a) p` Q `0 a) 0 0 m ° m U U w v � C p - O ( a) > O >' U a 3 0 m w0 O m -0 - rn C* °$ a) � 7 N 0 (n (n Q ° n (n w O <3 a) 9 (n - 5 ° 3 a) j 0) i Q o N 0 0 a = 0 (n X (n (4 -2 D U M ° Q w F- C O m 3 � m C � ° W rn w L w 3 ° -0 c � Q o o t .0 a) s -a LO = a) .0 m -a ns Q w �-- m (0 E 11� 20 F DI-3C 1 8.0 LEFT 1 0.08 0.77 10.062 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0830 4.1500 4.65 1.00 RIGHT 0.10 0.77 0.077 0.31 0.03 0.34 0.0010 0.0200 2.0 0.0830 4.1500 5.72 0.87 1 Qt @ I = 6.5 in/hr =1 0.95 1 0.33 1 0.720 1 6.13 2C2 DI-3C 10.0 LEFT 1 0.12 1 0.77 11 0.0921 0.37 1 0.00 0.37 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 5.29 1 0.87 RIGHT 1 0.12 1 0.77 1 0.0921 0.37 1 0.00 0.37 0.0010 0.0200 2.0 0.0830 4.1500 5.29 0.87 Qt @ I = 6.5 in/hr = 1.20 0.32 I o 6-9 8-T 5. 88 2G3 DI-3C 6.0 LEFT 1 0.07 1 0.72 1 0.050 1 0.20 0.00 0.20 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 3.22 1 0.98 - RIGHT 1 0.06 1 0.72 1 0.0431 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0830 4.1500 2.69 1.00 Qt @ I = 6.5 in/hr = 0.61 0.30 0.657 4.56 A4-1 DI-3C 6.0I LEFT 1 0.08 1 0.77 10.0621 0.25 1 0.00 0.25 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.95 1 0.95 RIGHT 1 0.03 1 0.77 1 0.023 1 0.09 1 0.01 0.10 I 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 1.78 1 1.00 Qt @ I = 6.5 in-/hr = 0.57 0.30 I 0.655 4.36 2H2 DI-3C 8.0 LEFT 1 0.07 1 0.85 1 0.0601 0.24 1 0.00 0.24 0.0010 0.0200 2.0 0.0830 4.1500 4.21 0.94 - RIGHT 0.10 0.85 0.085 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 4.99 0.89 Qt @ I = 6.5 in/hr = 0.94 0.32 1 0.698 5.37 2H1 DI-3C 8.0 LEFT 1 0.08 1 0.85 10.0681 0.27 1 0.00 1 0.27 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.21 1 0.94 - RIGHT 1 0.07 1 0.85 1 0.0601 0.24 1 0.00 1 0.24 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.82 1 0.96 Qt @ I- 6.5 in/hr -- 0.83 6.31 6.676 4.94 2M2-1 DI-3C I 6.0 LEFT I 0.08 1 0.68 1 0.054 1 0.22 0.00 0.22 0.0010 I 0.0200 1 2.0 I 0.0830 1 4.1500 1 3.53 1 0.97 - RIGHT1 0.08 1 0.68 1 0.0541 0.22 1 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 Qt @ I = , ., in/hr - '' 1 0.34 1 0.742 1 6.74 2M3 DI-3C 10.0 LEFT 0.10 0.72 0.072 0.29 0.01 0.30 0.0010 0.0200 2.0 0.0830 4.1500 4.57 0.92 - RIGHT 1 0.16 1 0.72 1 0.1151 0.46 1 0.00 0.46 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 6.06 1 0.82 Qt @ I = 6.5 in/hr = 1.23 0.33 0.720 5.78 2S6 DI-3C 6.0 LEFT 0.09 0.68 0.061 0.24 0.05 0.29 0.0010 0.0200 2.0 0.0830 4.1500 4.45 0.93 - RIGHTI 0.10 1 0.68 1 0.0681 0.27 1 0.00 0.27 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.21 1 0.94 Qt @ I = 6.5 in/hr = 0.92 0.33 0.720 6.00 2M5 DI-3C 1 6.0 LEFT 1 0.06 1 0.65 1 0.039 0.16 1 0.00 0.16 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 - RIGHT 1 0.06 1 0.65 1 0.0391 0.16 1 0.00 0.16 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 Qt @ 1= 6.5 in/hr = 0.51 0.34 1 0.720 1 4.05 2M6 DI-3C 1 6.0 LEFT 1 0.07 1 0.59 10.0411 0.17 1 0.00 0.17 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 - RIGHT 1 0.06 1 0.59 10.0351 0.14 1 0.01 0.15 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 Qt @ I = 6.5 in/hr = 0.51 0.34 1 0.720 1 4.05 2Q1 DI-3C 6.0 LEFT 0.07 1 0.70 1 0.0491 0.20 1 0.06 0.26 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.09 1 0.95 - RIGHT 1 0.08 1 0.70 1 0.0561 0.22 1 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 Qt @ I = 6.5 in/hr = 0.78 0.32 0.720 1 5.35 LEFT 0.07 0.68 0.048 0.19 0.00 0.19 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.05 1 0.99 RIGHT 0.06 0.68 0.041 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 2P1 DI-3C 6.0 Qt @ I = 6.5 in/hr = 0.57 0.30 0.720 4.36 2R1 DI-3C 6.0 LEFT 1 0.07 1 0.77 1 0.054 1 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 - RIGHT 0.07 0.77 0.054 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 Qt @ I = 6.5 in/hr = 0.70 0.31 0.720 5.00 LEFT 1 0.07 1 0.77 1 0.0541 0.22 1 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 - RIGHT1 0.07 1 0.77 1 0.0541 0.22 1 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 2S13 DI-3C 1 6.0 Qt @ I = 6.5 in/hr = 0.70 0.31 1 0.720 5.00 2U4 DI-3C 8.0 LEFT 1 0.08 1 0.55 0.044 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0830 4.1500 2.88 0.99 - RIGHT 0.06 0.68 0.041 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.88 0.99 Qt @ I = 6.5 in/hr = 0.55 0.28 1 0.720 1 3.75 2V3 DI-3C 10.0 LEFT 1 0.07 1 0.80 1 0.0561 0.22 1 0.01 0.23 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.68 1 0.97 - RIGHT 0.07 0.80 0.056 0.22 0.01 0.23 0.0010 0.0200 2.0 0.0830 4.1500 3.68 0.97 Qt @ I = 6.5 in/hr = 0.76 0.30 0.720 4.66 2X5 F DI-3C I 10.0 LEFT I 0.11 1 0.77 0.0851 0.34 0.00 0.34 0.0010 1 0.0200 2.0 1 0.0830 1 4.1500 1 4.99 1 0.89 - RIGHT 1 0.08 1 0.77 10.0621 0.25 1 0.13 0.38 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 5.38 1 0.86 Qt @ I = 6.5 in/hr = 1.16 0.32 1 0.720 1 5.55 2X4 DI-3C 6.0 LEFT1 0.05 1 0.80 1 0.040 1 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 - RIGHT 0.05 0.80 0.040 0.16 0.01 0.17 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 Qt @ I = 6.5 in/hr = 0.54 0.29 1 0.720 1 4.21 7 Intensity 14.00 1 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.016 Inlet I Hydrology Curb and Gutter Inlet (gyp J C d a) 0 y 0 H O > $ w rn C l0 OL -- T (°vo r0 a) .0 0 Q - 0 U C O T U U ^ 14 3 O a v 0) > O O U a 3 O (a O _ a a)^ Q 0 (n �a C 3 CD C a) (n � w _ - a 0 0 (n O a) C a7 U) � w -° a) ? 0 O T 0 U (D - X PQ (n r 0 15 2 Q (n f- C o '� 3 c C 0 � W 0) is U o X U7 C ?) :... O_ a) -0 a3 11 (n w 3 X U) )� fn Z C N 0 Y 7 0- N J J J C U 4) N C W -a � 0 a) O CJ a) >O (6 ° C3 O O � 0 - M E (If 2A3 DI-3B 10.0 0.41 0.68 0.279 1.12 0.00 1.12 0.0200 0.0200 2.0 0.0830 4.1500 3.96 0.95 2.5120 0.1047 0.1194 9.00 1.11 1.00 1.12 0.00 2133 - 2133 DI-3B 8.0 0.31 0.75 0.233 0.93 0.00 0.93 0.0200 0.0200 2.0 0.0830 4.1500 3.35 0.98 2.5120 0.1047 0.1226 8.00 1.00 1.00 0.93 0.00 BB2 BB2 DI-3B 6.0 0.24 0.77 0.185 0.74 0.00 0.74 1 0.0100 0.0200 2.0 0.0830 4.1500 4.43 0.93 2.5120 0.1047 0.1173 6.00 1.00 1.00 0.74 0.00 C3 2F3 DI-3B 8.0 0.24 0.77 0.185 0.74 0.00 0.74 0.0240 0.0200 2.0 0.0830 4.1500 2.31 1.00 2.5120 0.1047 0.1247 7.75 1.03 1.00 0.74 0.00 2E3 - 2E3 DI-3B 6.0 0.17 0.68 0.116 0.46 0.00 0.46 0.0220 0.0200 2.0 0.0830 4.1500 1.76 1.00 2.5120 0.1047 0.1246 6.00 1.00 1.00 0.46 0.00 2D3 - 2D3 DI-3B 8.0 0.30 0.77 0.231 0.92 0.00 0.92 0.0193 0.0200 2.0 0.0830 4.1500 3.30 1.00 2.5120 0.1047 0.1245 7.94 1.01 1.00 0.92 0.00 2C4 2C4 DI-3B 6.0 0.27 0.77 0.208 0.83 0.00 0.83 0.0193 0.0200 2.0 0.0830 4.1500 3.66 0.97 2.5120 0.1047 0.1215 7.27 0.83 0.96 0.80 0.03 2C3 2A2-1 DI-3B 6.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0200 0.0200 2.0 0.0830 4.1500 2.43 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.57 0.00 2A2 - 2A2 DI-3B 8.0 0.25 0.75 0.188 0.75 0.00 0.75 0.0200 0.0200 2.0 0.0830 4.1500 3.32 0.98 2.5120 0.1047 0.1226 8.00 1.00 1.00 0.75 0.00 262 2B2 DI-3B 6.0 0.12 0.85 0.102 0.41 0.00 0.41 0.0200 0.0200 2.0 0.0830 4.1500 1.72 1.00 2.5120 0.1047 0.1247 5.60 1.07 1.00 0.41 0.00 2C2 21=2 I DI-3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0240 0.0200 2.0 0.0830 4.1500 2.43 1.00 2.5120 0.1047 0.1247 5.23 1.15 1.00 0.31 0.00 2E2 - 2E2 DI-3B 6.0 0.10 0.85 0.085 0.34 0.00 0.34 0.0220 0.0200 2.0 0.0830 4.1500 1.57 1.00 2.5120 0.1047 0.1246 5.30 1.13 1.00 0.34 0.00 2D2 - 2D2 DI-3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0193 0.0200 2.0 0.0830 4.1500 1.56 1.00 2.5120 0.1047 0.1245 5.13 1.17 1.00 0.31 0.00 2C2-1 2C2-1 DI-3B 6.0 0.29 0.77 0.223 0.89 0.00 0.89 0.0100 0.0200 2.0 0.0830 4.1500 5.06 0.89 2.5120 0.1047 0.1132 6.00 1.00 1.00 0.89 0.00 2C2 A2-3 DI-3B 8.0 0.25 0.72 0.180 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0830 4.1500 2.52 1.00 2.5120 0.1047 0.1247 7.21 1.11 1.00 0.72 0.00 A2-2 - A2-2 DI-313 6.0 0.23 0.55 0.127 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0830 4.1500 1.86 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.51 0.00 A4-1 A2-1 D1-3B 6.0 0.15 0.85 j 0.128 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0830 4.1500 2.58 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.51 0.00 A2 - A2 D1-3B 6.0 0.12 0.77 0.092 0.37 0.00 0.37 0.0200 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 5.00 1.20 1.00 0.37 0.00 2H1 A4-2 D1-3B 6.0 0.11 0.80 0.088 0.35 0.00 0.35 0.0218 0.0200 2.0 0.0830 4.1500 1.59 1.00 2.5120 0.1047 0.1247 5.36 1.12 1.00 0.35 0.00 A4-1 A4 DI-3B 6.0 0.22 0.77 0.169 0.68 0.00 0.68 0.0189 0.0200 2.0 0.0830 4.1500 3.09 0.99 2.5120 0.1047 0.1236 6.50 0.92 0.99 0.67 0.01 A3 - A3 D1-3B 6.0 0.14 0.77 0.108 0.43 0.01 0.44 0.0200 0.0200 2.0 0.0830 4.1500 1.91 1.00 2.5120 0.1047 0.1247 5.50 1.09 1.00 0.44 0.00 2H2 2J3 D1-3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0220 0.0200 2.0 0.0830 4.1500 1.65 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.31 0.00 2H2 - 2J2 DI-3B 6.0 0.15 0.85 0.128 0.51 0.00 0.51 0.0220 0.0200 2.0 0.0830 4.1500 2.00 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.51 0.00 2H1 - 2N2 D1-3B 8.0 0.18 0.72 0.130 0.52 0.00 0.52 0.0300 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1247 7.09 1.13 1.00 0.52 0.00 2M3 - 21\11 DI-3B 8.0 0.17 0.77 0.131 0.52 0.00 0.52 0.0250 0.0200 2.0 0.0830 4.1500 1.80 1.00 2.5120 0.1047 0.1247 6.70 1.19 1.00 0.52 0.00 2M2-1 2S3 DI-3BB 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0200 0.0200 2.0 0.0830 4.1500 1.67 1.00 2.5120 0.1047 0.1247 5.41 1.11 1.00 0.38 0.00 2M2-2 - 21V12-2 DI-3B 6.0 0.13 0.68 0.088 0.35 0.00 0.35 0.0200 0.0200 2.0 0.0830 4.1500 1.60 1.00 2.5120 0.1047 0.1247 5.21 1.15 1.00 0.35 0.00 2M2-1 2M12 DI-3BB 10.0 0.31 0.85 0.264 1.05 0.00 1.05 0.0500 0.0200 2.0 0.0830 4.1500 2.26 1.00 2.5120 0.1047 0.1247 11.76 0.85 0.97 1.02 0.03 2M11 - 2M11 DI-3BB 6.0 0.06 0.85 0.051 0.20 0.03 0.24 0.0300 0.0200 2.0 0.0830 4.1500 1.40 1.00 2.5120 0.1047 0.1247 4.64 1.29 1.00 0.24 0.00 2Q1 2M10 D1-3AA 2.5 0.01 0.72 0.007 0.03 0.00 0.03 1 0.0200 0.0200 2.0 0.0830 4.1500 0.64 1.00 2.5120 0.1047 0.1247 2.00 1 1.25 1.00 0.03 0.00 2P1 - 2P2 DI-3B 6.0 0.18 0.68 0.122 0.49 0.00 0.49 0.0200 0.0200 2.0 0.0830 4.1500 1.84 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.49 0.00 2P1 - 2M9 DI-3BB 6.0 0.05 0.85 0.043 0.17 0.00 0.17 0.0400 0.0200 2.0 0.0830 4.1500 1.08 1.00 2.5120 0.1047 0.1247 4.96 1.21 1.00 0.17 0.00 2MB - 2M8 DI-3BB 10.0 0.20 0.72 0.144 0.58 0.00 0.58 0.0325 0.0200 2.0 0.0830 4.1500 1.80 1.00 2.5120 0.1047 0.1247 7.63 1.31 1.00 0.58 0.00 2M7 - 2M7 D1-3B 8.0 0A1 0.68 0.279 1.12 0.00 1.12 0.0320 0.0200 2.0 0.0830 4.1500 3.19 1.00 2.5120 0.1047 0.1245 10.63 0.75 0.99 1.10 0.01 2M6 - 2Q1-1 D1-3B 8.0 0.45 0.68 0.306 1.22 0.00 1.22 0.0200 0.0200 2.0 0.0830 4.1500 4.25 0.94 2.5120 0.1047 0.1184 9.83 0.81 0 95 1.16 0.06 2Q1 - 2S11 DI-3B 6.0 0.08 0.80 0.064 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 1.37 1.00 2.5120 0.1047 0.1247 6.68 0.90 0.98 0.25 0.01 2S10 - 2S10 DI-3B 8.0 0.17 0.68 0.116 0.46 0.01 0.47 0.0325 0.0200 2.0 0.0830 4.1500 1.68 1.00 2.5120 0.1047 0.1246 7.08 1.13 1.00 0.47 0.00 2S9 - 2S9 DI-3B 8.0 1 0.20 0.63 0.126 0.50 0.01 0.51 0.0310 0.0200 2.0 0.0830 4.1500 1.72 1.00 2.5120 0.1047 0.1245 7.10 1.13 1.00 1 0.51 0.00 2S8 2S8 DI-3B 6.0 0.17 0.63 0.107 0.43 0.00 0.43 0.0320 0.0200 2.0 0.0830 4.1500 1.60 1.00 2.5120 0.1047 0.1245 6.65 0.90 1.00 0.43 0.00 2S7 2S7 DI-3B 6.0 0.18 0.63 0.113 0.45 0.00 0.45 0.0100 0.0200 2.0 0.0830 4.1500 2.13 1.00 2.5120 0.1047 0.1245 5.00 1.20 1.00 0.45 0.00 2S6 2W D1-3B 4.0 0.05 0.72 0.036 0.14 0.00 0.14 0.0320 0.0200 2.0 0.0830 4.1500 1.05 1.00 2.5120 0.1047 0.1247 4A0 0.91 0.99 0.14 0.00 2M3 - 204 DI-3B 8.0 0.13 0.80 0.104 0.42 0.00 0.42 0.0600 0.0200 2.0 0.0830 4.1500 1.41 1.00 2.5120 0.1047 0.1247 8.00 1.00 1.00 0.42 0.00 202 - 202 DI-3B 6.0 0.14 0.72 0.101 0.40 0.00 0.40 0.0280 0.0200 2.0 0.0830 4.1500 1.60 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.40 0.00 201 201 DI-3B 6.0 0.14 0.72 0.101 0.40 0.00 0.40 0.0200 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 5.53 1.08 1.00 0.40 0.00 2M5 203 DI-3B 8.0 0.16 0.72 0.115 0.46 0.00 0.46 0.0600 0.0200 2.0 0.0830 4.1500 1.46 1.00 2.5120 0.1047 0.1247 8.78 0.91 0.99 0.46 0.00 2M6-1 - 2M6-1 D1-3B 12.0 0.65 0.68 0.442 1.77 0.00 1.77 0.0280 0.0200 2.0 0.0830 4.1500 4.94 1.00 2.5120 0.1047 0.1247 12.00 1.00 1.00 1.77 0.00 2M6 2T2 D1-3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0200 0.0200 2.0 0.0830 4.1500 1.55 1.00 2.5120 0.1047 0.1247 5.19 1.16 1.00 0.31 1 0.00 2S4 - 2S4 DI-3BB 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0200 0.0200 2.0 0.0830 4.1500 1.55 1.00 2.5120 0.1047 0.1246 5.19 1.16 1.00 0.31 0.00 2S5 2S5 DI-3B 6.0 0.11 0.72 0.079 0.32 0.00 0.32 0.0200 0.0200 2.0 0.0830 4.1500 1.55 1.00 2.5120 0.1047 0.1245 5.26 1.14 1.00 0.32 0.00 2S6 2S16 DI-3B 10.0 0.43 0.70 0.301 1.20 0.00 1.20 0.0625 0.0200 2.0 0.0830 4.1500 3.00 0.99 2.5120 0.1047 0.1236 12.00 0.83 0.97 1.17 0.04 2S15 - 2S15 DI-3B 4.0 0.12 0.77 0.092 0.37 0.04 0.41 0.0625 0.0200 2.0 0.0830 4.1500 1.50 1.00 2.5120 0.1047 0.1247 7.50 0.53 0.75 1 0.30 0.10 2R1 B - 2R1-B DI-3B 8.0 0.20 0.77 0.154 0.62 0.10 0.72 0.0200 0.0200 2.0 0.0830 4.1500 3.19 1.00 2.5120 0.1047 0.1247 8.00 1.00 1.00 0.72 0.00 2R1 - 21VI13 DI-3B 10.0 0.13 0.85 0.111 0.44 0.00 0.44 0.0500 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1247 9.37 1.07 1.00 0.44 0.00 2R2 R2 D1-3B 6.0 0.16 0.77 0.123 0.49 0.00 0.49 0.0200 0.0200 2.0 0.0830 4.1500 1.84 1.00 2.5120 0.1047 0.1247 6.50 0.92 0.99 0.49 0.00 2R1 2S14 D1-3B 10.0 0.26 0.77 0.200 0.80 0.00 0.80 0.0650 0.0200 2.0 0.0830 4.1500 1.78 1.00 2.5120 0.1047 0.1247 10.93 0.91 1.00 1 0.80 0.00 2V6 - 2V6 DI-3B 8.0 0.15 0.72 0.108 1 0.43 0.00 0.43 0.0600 0.0200 2.0 0.0830 4.1500 1.42 1.00 2.5120 0.1047 0.1246 8.00 1.00 1.00 1 0.43 0.00 2V5 - 2V5 DI-36 10.0 0.25 0.68 1 0.170 1 0.68 0.00 1 0.68 0.0500 0.0200 2.0 1 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1245 9.37 1.07 1.00 0.68 1 0.00 2U4 2U2 DI-3B 10.0 0.32 0.80 0.256 1.02 0.00 1.02 0.0400 0.0200 2.0 0.0830 4.1500 2.52 1.00 2.5120 0.1047 0.1247 10.87 0.92 0.99 1.01 0.01 2U3 - 21-13 D1-3B 8.0 0.26 0.72 0.187 0.75 0.01 0.76 0.0226 0.0200 2.0 0.0830 4.1500 1.49 1.00 2.5120 0.1047 0.1247 T68 1.04 1.00 0.76 0.00 2U4 I El 2V4 D1-3B 8.0 0.17 0.77 0.131 0.52 0.00 0.52 0.0517 0.0200 2.0 0.0830 4.1500 i.57 1.00 2.5120 0.1047 0.1247 8.84 0.90 0.99 0.52 0.01 2V3 - 2V2 DI-3B 4.0 0.06 0.77 0.046 0.18 0.00 0.18 0.0337 0.0200 2.0 0.0830 4.1500 1.14 1.00 2.5120 0.1047 0.1247 4.82 0.83 0.95 0.18 0.01 2V3 - 2W5 I DI-3B 10.0 0.45 0.70 0.315 1.26 1 0.00 1.26 0.0400 0.0200 2.0 1 0.0830 4.1500 3.21 0.98 1 2.5120 0.1047 1 0.1226 11.97 0.84 0.96 1.21 0.05 2W3-1 - 2W3-1 DI-3B 10.0 0.31 0.68 0.211 0.84 0.05 0.89 0.0400 0.0200 2.0 0.0830 4.1500 2.09 1.00 2.5120 0.1047 0.1246 10.00 1.00 1.00 0.89 0.00 2X6 - 2X6 DI-3B 8.0 0.16 0.77 0.123 0.49 0.00 0.49 0.0290 0.0200 2.0 0.0830 4.1500 1.71 1.00 2.5120 0.1047 0.1245 6.83 1.17 1.00 0.49 0.00 2X5 2X5-1 DI-3B 8.0 0.25 0.72 0.180 0.72 0.00 0.72 0.0460 0.0200 2.0 0.0830 4.1500 1.96 1.00 2.5120 0.1047 0.1247 8.64 0.93 0.88 0.63 0.09 2X5 - 2W4 I D1-313 6.0 1 0.12 0.77 1 0.092 0.37 1 0.00 0.37 1 0.0400 0.0200 2.0 1 0.0830 1 4.1500 1.45 1.00 2.5120 0.1047 1 0.1247 7.00 1 0.86 0.97 0.36 1 0.01 2W3 I - 2W3 DI-3BB 6.0 0.10 0.77 0.077 0.31 0.01 0.32 0.0400 0.0200 2.0 0.0830 4.1500 1.37 1.00 2.5120 0.1047 0.1246 6.00 1.00 1.00 0.32 0.00 2X4-1 - 2X4-1 DI-3B 6.0 0.13 0.80 0.104 0.42 0.00 0.42 0.0290 0.0200 2.0 0.0830 4.1500 1.62 1.00 2.5120 0.1047 0.1245 6.80 0.88 0.98 0.41 0.01 2X4 2X3-1 DI-3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0290 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 8.00 1.00 1.00 0.48 0.00 2X4 2Y3 D1-3B 6.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0400 0.0200 2.0 0.0830 4.1500 .68 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.87 0.00 - - 2Y2 DI-3B 6.0 0.17 0.68 0.116 0.46 0.00 0.46 0.0400 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 6.00 1.00 00 0.46 0.00 - - ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_7 H OF �'/�c i1 Q) Alan G. Franklin v I u -�o Lic. No. 35326 L- O Qv -�'\ -� NAB Q J U J Q U w Q Z Q 10� 0 ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 O O Q WCDL0 N^ Ln ;it 1` ti ti Q DD 7 7 0 0 m co (0N Q O O- M Q w W C) Ln N m (0 (? Lf) 0 Ln L0 N O� L0 U) > M Q + U) M M M co m+ co M cn Z Q Z Z H CO, >jo o� o o 00 z �, Z z ; `� 370 > Z__ z 370 O m„jVOM LL W O 63 CIO N m mO��ti N m j COVER > OVER Q > Q ���<z Ln �pog_ In H �pCD LL Ln WATERLINE EDUCED _- j Q Q� O Q Q O TO 3' TO CLEAR STORM i 0co z CO ;.71 CO 360 DRAIN 360 360 o Z_ 360 360 0 91 Q > 0 >01-11 - - 350 350 350 350 350 340 360 350 340 62 85 LF OF 15" HDPE @ 0.75% (2 2-2A1) Q U) U) a 0 col 10+00 STORM DRAIN '2A' PROFILE SCALE: 1 "=20' H; 1 "=10' V N^001,-1`1_ UoOo't� ��MOO N co m 0 m cy) M O co M M� Q co O M Ln ( ! �2ZZI- QU) QQO Z Z j (j U) j z _ o 0 > HYDRAULIC GRADE LINE 43.36 LF OF 15" HDPE @ 1.879/ (2C21-2C2) 1' J 31.84 LF OF 15" 33.86 LF OF 15" 15.34 LF OF 15 HDPE @ 0.7900 10.5' HDPE 0.75% HDPE @ 0.65% j� (2B3-2B2) uj (2A3-2A) (2B2-2B1) z PASS WATER UNDE 340 340 � sTo M W/ 12"MIN. 340 340 - w SEP RATION c� a 0 Q co 10+00 co 10+80 10+40 STORM DRAIN '2L' PROFILE SCALE: 1 "=20' H; 1 "=10' V Q N W U O N W W O Q N CO ti O0 00 r- p o0 (0m1 N 0 LN 0 j MC? m M'" + LN M M M m CO Ln LC) O M+ CO c/) U) Q��Z� Q��_ 0�- ~O j Q��j0 Q< 360 360 z o z z o 360 370 HYDRAULIC 350 350 3277 LF OF 15"\- 350 360 H PE@1.65/0 6.13LFOF15" (2 2-2D1) FIDPE @ 0.74% PASS WAT R UNDER (D3-2D2) STORM / 12" MIN. X SE ARATION w 340 340 � 340 350 w a 0 co 10+00 10+40 STORM DRAIN '2C1' PROFILE SCALE: 1 "=20' H; 1 "=10' V N04 U00 ' -OL0"t W N 00 L0(� Q M Q l+ M M M Q Z U O Z WCO <0� j0 LL Q Z cn Z j 370 z 0 > 360 350 370 360 350 340 370 360 350 U 0 0 w U 0 0 N ^N ti ti (� O� �� M U OD LP) O (� ^� 0 0 O ti N Ll w +0 00 M N O� m O) M N U N 1- 6L t I (h + co M co N � m 0 LO CD M M M co 0 j Q 0 ++ cc) cy) (co Z Z Q �_ Z~ N Q g H ~O U)0 0< >>00 0��j0 0Q�00 Q > EXISTING GRADE z z> U) U) z> U) W > > - z o z PRO DOSED GRAD O~ 0 ' '-- - ^f5`_HDPE _ 1.50% (2C2-2C1 -- 79.13 - LF OF 15" HDPE - 0:75% C4-2C3 % HYDRAULIC GRADE LF PASS WATER UNDER 3 .16 LF OF 15" LINE STORM W/ 12" MIN. H PE @ 0.72% SEPARATION (2 C3-2C2) 10+00 10+40 10+80 STORM DRAIN '2C' PROFILE SCALE: 1 "=20' H; 1 "=10' V 360 370 350 360 340 350 W w�COOON W coOti(0 w N(0 CNJ Q w W m 0 Lo (? m L Q L)Q M 0 j M M co M M + CO ~0U)j j ��O0OQ co cZ z z> - 0 0 > > HYD RAULIC GRADE LINE 1 X 4 .20LFOF15" --- 54.00LFOF15" J HDPE @ 1.53% HDPE @ 0.83% (E3-2E2) (2E2-2E1) w 0 00 11+20 11+60 12+00 10+00 10+40 10+80 STORM DRAIN '2E' PROFILE SCALE: 1 "=20' H; 1 "=10' V , O O U 0 0 (N N w CO (0 1 O M^CON L.L 00 CO It L0 � N W +O COMM Mcc cy) NvOMO) MM c)j�M U)m �m + cf) Q �ZI— Q�2_� WCO Q � jp pQwo 0 z U) zz �U > EXISTI G GRADE HYDRAULIC 0 0 0 PROPOSED GRADE GRADE LINE > > > - ° _ nLF 77 7 7Z3 F15" HDPE @ 1.00% X ORTING (2F3-2F2) PASS WATER I JKJnF Z ALL FIL ERI w STRUCT RES WITHIN T E RIGHT-OF-WAY SHALL CONSIST OF TYPE!I Q STORM / 12" MIN. w SELECT ATERIAL AS EFINED IN SE TION 207 OFT E 2016 VDOT ROAD SEPARATION AND BRI GE SPECIFICATIONS AND MUST BE PLACE IN SUCCESSIVE U UNIFORMLIFTS NOT EX EEDING 8" AND COMPACTE TO 95% OFT U E SOIL'S 0 a 0 MAXIMUM SI DRY DE Nco AS DETERMINED BY ASTM D 98 10+00 10+40 10+80 10+00 10+40 10+80 STORM DRAIN '2D' PROFILE STORM DRAIN '2F' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V (� (o I-- O) (3) M L0 00 M N co M - EXISTING GRADE 0 < O PROPOSE GRADE U) Z_ 370 370 HYDRAULIC _ _ _ - 0-- GRADE LIN --- --- > - - 1�55.14 LF OF 15" HDPE @ 0. 7% (2G3-2G2) 2 5' 360 360 58.00 LF F 15" HDPE 0.76% 10.4' w (2G2-2G1 Z PPOR � 350 350 STRU TURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OFT PE I Q w SELECT MATERIAL.AS DEFINED IN SECTION 207 F THE 2016 V OT ROAD U) < AND RIDGE SPECIFICATIONS AN MUST BE PLA ED IN SUCCESSIVE a 0- UNIFORM LIFTS NO EXCEEDING 8' AND COMPA TED TO 95% OF THE SOIL'S p p MAXI UM DRY DEN ITY AS DETERMINED BY AST D698 ao 0o 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 10+00 10+40 STORM DRAIN 'A2-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+80 11 +20 11 +60 N O O N J N O o0 M W CD O CD O cy) Q W pLD,) Q O O O a O ti C M U) = + C Z U)z M C� Z Q 2 Z _ Q-2� Q z co z c> U - O Q HYDRAULIC GRADE LINE OF 12" HDPEa. 0.77% 213-2 2 21.98 LF 142.96 L OF 12" HID 0 (212-211) 10+00 10+40 STORM DRAIN '21' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+80 11 +20 11+60 12+00 12+40 Lo ^ o O Ln O O 2E M O O N O �+ N U O Lo Ln O LOn Q ce) M co cy) J Q Z Z I- Q � _ - - Q �zzO j 370 370 0 - 12 > 360 360 350 350 11 +20 370 370 360 360 350 350 t0 Q�(0000)!}C} c:>mw -^N 4 OLO LO Oco�M ^OOLf) S(-O(01­ co W U O N N Q O M M M W W Q m OV COO C20 LM M+ M M M m O O M M °+0 M ~ Q Z U) Q p Z co 0 CD 2 _ - Q co j rn c Q Q�> OQ _ Q Q p X U) Z LL0 LC j c~i) U) z j U) > w0 z� O z ~O _ > > > Z HYDRAULIC Z ZGRADE LINE O U - .7' _-- 3 .10LFOF15" 40.58LFOF15" JHDPE @ 0.97% HDPE @ 0.74% (A41-2A4) (2A42 2A41) 0 00 10+00 10+40 10+80 STORM DRAIN 'A4' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 10+00 10+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 370 360 350 370 360 350 z Z 7 cc? O O _ 0 _04 1< N2pO ME Q 2CO�MOM = LnMti L0 > > > --- O m O �Zco O x 00oWo EXISTING GRAD Q U ti u)Mo()cY) LL) Ln Q �Q��� O +Mco L0 - ___ 2i81— LOcoo M M P OPOSEDGR E Q�-- p Q� j Q Q 0 - w� Zz�� (�(n Z cn� > - - 360 360 "' -71 360 _ 0 - Q 0 � z HYDRAULIC 1 1 w> Z- GRADE LINE 2 1.91 35.94 L F O 15" HDPE @ 1 67% 350 350 350 (2A22-2A2) 71.78 LF OF 5" 33.8 LF OF 15" X HDPE @ 1.4 % j� HDPE_ @ 1.18% Z (2H1-2A2) w (2H2 2H1) 340 ALL FILL MA7RERIA SUP BANK Z 4 w STRUCTURE WITHIN THE RIGHT-OF-WAY HALL CONSIST OF TYPE I w Q SELECT MATERIAL AS DEFINED IN SECTION207 OF THE 2016 VDOT ROAD Q AND BRIDGE PECIFICATIO S AND MUST E PLACED IN UCCESSIVE a UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE S IL'S a MAXIMUM DR DENSITY AS DETERMINED Y ASTM D698 Co. 00 12+80 13+20 13+60 14+00 14+40 10+00 10+40 10+80 STORM DRAIN '2H' PROFILE SCALE: 1 "=20' H; 1 "=10' V CON N O LM O (0 O O ^M moo�ow N 0s0)00(D10 ^O ao M M 00 N r- m ( MM N O) O M M coQ+ m(mM m C? + MMM N Qm 1` ce)M O �o2ZF �p��Z� EXISTINGG ADE p�2EZ� �p �j QQjQO QQ�j� PROPOSED RADE QF-- j O Q O co� z' co� z' cn Z' co o -- 370 o - - _------- - -o --- 1�7' - 360 LF OF 15 HDP _ ° ' 126.25 36.38 LF OF 1 9g 1Tl Of 5'�-FFDPE 2% 2�2-201 - w HDPE @ 2.64° (204-203) w w Z_ Z � 350 E - HYDRAULIC �41.83 L OF 15" - GRADE LINE HDPE Ca 1.65%U. (201-2M5) a w 0 0 io (0 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 STORM DRAIN '20' PROFILE 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 LT H OF � Alan G. Franklin Lic. No. 35326 ,� T = NAL ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 390 380 370 360 350 380 370 360 350 340 390 380 370 360 350 LO LO N0M00 C N 00000 �M 000 togool�co (0m•� N0404 C)O rn (0rn00NUOM Q' + N LO Nfl O C) N N mcCCLO co O LO CO L) LCL) 0— Cfl M Go 4 CCo O N M M N Q tiLnw ti CO M (n M M+ M M M 0 M M M M M C? + M M M c? t MMM Q M M M + M M M U) Q Z Q o Z Q Z Z Q Z Q � Z z z ��> <Q-'j0 Q j - Q 0< >0 Q<Q-'>00 Q Q j0 Q ��>0 z M� zz Zzj U)� z> U) U) Z> z> U) Z_ >' 0 o - Z Ljj U 0 - O - Z 0 > > > > o HYDRAULIC W GRA E LINE — _ EXISTING GRADE _ _ _ _ > PROPOSED GRADE — Cn W — — 27.10 LF OF 1 E" HDPE 1.48 / 2 7- — — — ' — — — --- -- ---- — 1.8' O — N _ ---- + O 2J5-2J ___N�:1.3' 6.74LFOF15" HDPE @ 3.12% W 36.9 LF OF 18" 40.68 LF OF 18" (2J4-2J3) z HDPE @ 0.95% HDPE @ 0.9 % J (2J2- J1) X (2J3-2J2) w Z_ J w W H Q 00 10+00 10+40 10+80 11+20 STORM DRAIN '2J' PROFILE: STA. 10+00 - 16+20 SCALE: 1 "=20' H; 1 "=10' V 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 NUOLn 0 0 M 0 0 0 =COIn� M M �O�M = Y=MMM M M M Lf) Y=coN'*M M M M CO N=MO°0 CO 0 0 Q W 0L M �NCOLLOLO + MMM 0 Ccq2O CO CD Q�Mco MMM Q�mM(M (n �Qz Q+ M M M F__C) — Q H��z� — U) Q+ M M M PZ Z� U) Q+ 't2Z — U) Q F- LL > U) — Q F Q > O U) Q Q > 0 (n �� > (n F� > Q O (/) H Q O Q Z OQc� Z> Z L.J Z> _ 0� z Q� Z> p� > z U) _ 0 EXISTING GRADE > PROPOSED 13RADE HYDRAU IC GRADE LINE 132.48 LF OF 12" DPE 1.00% K6-2K5 — — 1 3.05 LF OF 12' HDPE 0.97% 2K5-2K4 — — — — — — 181.72 LF OF 12" HDPE 0.99% K4-2K3 LF OF 1 " _ HDPE 2.50 / ( — 159.48 LF OF 12 @ °0 2K3- K2 ) — — . . — . . — — — �77�-22.63 HDPE @ 3.54 /o �AAILIL (2K2-2K1) L MATERIALS PPORTING ROADWAYS, EMBANKMENTS, AJND STRUCTURES WITHI THE RIGHT-OF-WAY SHALL CONSIST OFT PE I AND BRIDGE SPECIFICATIONS AND DO& MUST BE PLACED IN SUCCESSIVE ROAD UNIFORM LIFTS NOT XCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENS TY AS DETERMINED BY ASTM D698 10+00 10+40 10+80 STORM DRAIN '2K' PROFILE SCALE: 1 "=20' H; 1 "=10' V 11+20 11 +60 12+00 12+40 12+80 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 STORM DRAIN '2L' PROFILE - (OPTIONAL ROOF DRAIN SCALE: 1 "=20' H; 1 "=10' V N O = O N + m M LC) M O N I- LS) LO (O �-4 M Z N 00 M M N N Ln ti� N &;, N Z 00 CO N Lf) (T O Q O CO Q O °0 (O CO L() N+ O O (A °� —^ M r D_ M N M I� N CV O M M N" LO M M d CD — M C'') N" It O QQ C� M M M It Q (n— m+ M C� CAM Q m ti Lf) ) + coc) N! 0 ti Ln Ln LO Q�MMMM CO cp CD CO M M + MMM m QC0�Oc� < 2i Z Z Z? Q Z j ? Q Z Z j Z »> 0> O Q O j j 0 Q> O Q Q O O Q zzzj co ?j co j zzj O zj U O j 360 z ZR z 360 380 - o - z 380 380 0 EXISTIN GRADE 0 Q o > PROPOSED GRADE > EXISTING GRADE > > PROPOSED GRADE — — HYDRAULI — — — — -GAD € € — HYDRAULIC GRADE LINE — — — 350 350 370 _ - - - - 370 370 1.5' 41.90E OF15"- 33.65 LF OF 15" _ HDPE 4.56% _ HDPE 7.07% (2N2-2 1) _ _ — — — — — 22� ° 61.92 F OF 15" — — 340 - 340 360 360 360 m (2P2-2 1) U > d 0 - 10+00 10+40 10+80 10+00 10+40 10+80 11+20 STORM DRAIN '2N' PROFILE STORM DRAIN '2P' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 13+20 13+60 0 M — M M CO O M O N O CO co co co cM0 C? ZZ? zz0 H j 13+60 14+00 14+00 14+40 11+60 10+00 10+40 STORM DRAIN '2Q' PROFILE SCALE: 1 "=20' H; 1 "=10' V r CO 4 � LEI U W M CEO CNO C? + M M co Z >0 Uc/) Zj z Q HYDRAULIC GRADE LINE 14+40 14+80 NC4 C)Ln O C) (:;) r,- — O (N I- O L() LC) + MMC'M 7 z F- < >0 U) Z j 14+80 15+20 EXISTING GRADE PROPOSED GRADE t2.80 LFOF24" DPE .44 LF OF 24" 0 (2 3-2Q2) U) 07 U > d bo 10+80 11+20 11+60 15+20 15+60 15+60 16+00 0=0" o�(9 0W Mq N M Q Q+ M M N LL M M M M Q Q+ M I_ M M M H N (f) Z U) — N Q �< Q >0 0QO 0U Z> co> 370 22.00 LF OF 24" HDPE @ 1.36% (2Q4- 360 12+00 12+40 390 380 370 360 350 16+00 �80 370 360 350 340 390 380 370 360 350 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com kill P�T H OF 4 Alan G. Franklin Lic. No. 35326 T = N A L ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET Ei ! OF 75 380 370 360 350 340 00 �=LC) I�I�M �a(0O ~w�(No 2 �NMN mCOMC> CCD ) COLMO(,M(00 L� 2Scq ,(0117 N Q w (y N Q O M + 0 M MMMM N QU O M Ln MMMM 00 f� I— N Q 00 I� O O Ln N 0 ao m (O Ln L0 QM 0 0 L0 LO 00 M N m O LC) LD Lf) co O Ln N QM m ti M M Lr) L0 �c<Z M UU Q � ZZZ? U)I?c" + ZZ U + MMcM —�ZH + MMMM �pI�ZZF + MMM c LO M (nod + Mc'') Z� w/ Q QQ� 0 Q� 0 In -Z QQir ��2zZ 0 o QQ —0 'L z Q - o; Q zzz° .--> z Q� zZo --> zo -> - ZZo --> -- > 07co zo -> Z - - - o - ) o O 0 > > > > > Cfl + Cfl HYDRAULIC EXISTING GRA E GRADE GRADE LINE PROPOSED GRADE — — W _-- - z - --------- 118.00 LF OF 24" HDPE @ 1.44% (2M8-2M7) H73PE @ o (2M7-2M) — — — — — — — 0*.92 CFZ * 30 HDPE @ 0 97% (21V!5-2M4 — — -ZM2)— _ 148. - — — — — 1'19 = OF 397DPE a(7 00% ( — 1.3' 1.2' 3 .16 LF OF 24" 30 HDPE @ 1.15% (2M2-2M1) 130.53 LF OF HDPE @ 1.24% z z (2 6-2M5) w 00 w in U Q U) > a > o � o 00 00 00 co Co 10+00 10+40 10+80 11+20 STORM DRAIN '2M' PROFILE: STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 380 + 370 360 350 340 370 360 350 390 380 370 360 350 11 +60 12+00 12+40 12+80 13+20 O N M co I� CO 00 (0 (0 c0 N 0 N 0 N — I� O (M It Lf) — O N N 6) 't 00 O Ln Ln Ln Lf) N Q m c 0 00 � 0 Ln LC) M 00 M ! 00 O O m f,- (0 U) N O O N O m N ti O O (o M N CD, It' 6 L6 L� I� O (0 2� N O ti O Q cn m+ M co CO M co Z cn m C7 M M M Z H Q+ O M M M Z Z Q U) m+ co M M M O Z Z F- Q (ncy) m+ M M M m 0 Z� Q m 0 co (nQN�_ cf)_ QQ� j j0 _—Q Q��___ �< >> ��__—Q � 6<>0< ? Q Z �� Z Qc> QQ�O cnc� z z z 0 0 0 o 0 > > XISTING GRADE PROPOSED GRADE 4.6' -7 — // 38.84LF OF15" 50.08 LFOF15" HDPE @3.99% 145.42 LF OF 24" HDPE @ 1.49% ( M9-2M8) (2M12-2M11) 31.84 L OF 24" 53.98 LF OF 24" HDPE @ 1.41% HDPE @ 1.44% (2M11-2M10) (2 10-2M9) w Z w Q c/) a U o 00 00 16+80 17+20 17+60 18+00 STORM DRAIN '2M' PROFILE: STA. 16+00 - END SCALE: 1 "=20' H; 1 "=10' V CD .-. 2(000M(ONO N—' mtiti CIJ + 00 N Q QQ QM0 p< MMM((0m 2E Z Z Z + (n CO( > > U) ———> z - Q� > O - Q _ - — - HYDRAULIC GRADE LINE 30.58 LF HDPE @ 2.9' (2 - Zo U U) U CL 10 370 380 360 370 DF 15" 4.58% )350 360 10+00 10+40 STORM DRAIN = PROFILE SCALE: 1 "=20' H; 1 "=10' V 13+60 380 370 370 360 360 350 350 340 340 14+00 14+40 2=ON f�f�ln NC000 (Olf) NCO0?77 N QQTcMMMmce) O L� It It'T � NM U (( j It I McM m r- LLrj NM co d' Z Z Z? + p Z + MM p �>>>O o >0 C/) oQiY o zzZ; �� zZ U)U > _ Q 0 _ > > EXISTING GRADE PROP SED GRAD HYDRAULIC — — GRADE LINE 44.46 LF !F 33.87 LF OF 1 " HDPE @ ' , HDPE @ 8.3000 4.31 (2M22-2 2(2M21-2M1 m U) U) U) U) o_ o_ 0 0 00 N 18+40 18+80 19+20 19+60 20+00 10+00 10+40 STORM DRAIN '2M2-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V M CV(o0(Ol09luo) ^ O to (o (o ^ 0 BCD— 00 CO 00 000 N Of O 'T O O M N0)0)00 af—' t Lr) LO �f—f- co N `'' + 0 N N U O ti (0 CO (0 N N Q U M I- M() N 0 0 O N Q i20 N O M co N 00 ti O Co Q Q Lo O d' Q CDfl- (0 Q (M M M M M M+ M M M Mcf)_+ ZZ� co co co+ o�z? �(n��� M CO�� 0 >>0 ��>0 0<0 zzj �� �w zz � � Z� Qco > OQ OQ EXISTING GRADE > > PROPOSED GRAIDP. HYDRAULIC GRADE LINE 2.2' IF -'C24. 0 LF OF 15" - " 32.16 LF OF 15" H PE@1.44% HDPE @ 3.54% HDPE 1.00% 2E (2R -2R2) (2R1-2S13) 10+00 STORM DRAIN '2R' PROFILE SCALE: 1 "=20' H; 1 "=10' V 380 380 370 370 360 360 (0 �0(0000 �(ONti� QUOO��(Mo(0 MMM �m�O(�O �) + p o M Z Z M + M (n Q �_ co CO U) zzj U) U) j Z_ i- Z_ 0 0 H DRAULIC GRADE LINE 35.25 LF OF 15" HDPE @ 4.74% (2R1-1 2R1) 380 370 370 360 360 350 11+00 10+00 10+40 STORM DRAIN '2R1-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 14+80 15+20 15+60 16+00 16+40 380 370 360 350 �40 370 M CDCOCO ti (O CD O coCON Ln (0 N 't (00 C00 N —' + co f-_ co ti Q CO M N ++ O M N O 2 co 00 N Q Q— M co (M M N D+ M N LO M Q M= M M M cM co N m +) M M �o<�zZ� U) U) `�o<2EZZZ� � ��_� ���>>0 0<Of0 InU)»>0 Q<�O 360 360 z z z 360 370 o zzz Z j - _ 370 Q O HYDRAULIC - - - GRADE LINE EXISTING RADE 350 350 350 360 PROPOSE GRADE 360 )F 15" 21.42 LF OF 15" HYDRAULIC .19% HDPE @ 4.11 % GRADE LINE 21) (2M31-2M3) "/E 340 340 340 350 350 56.44 LF OF 15" HDPE @ 2.39% (2M61-2M6) 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 CIDp 0 0 0) c C U-) v ul N N 00 N N _ Q 0 � In �moMMMM EXISTINGGRADE 0m�coM co —0 PROPOSED GRADE �U) U j I— z_ z_ o 0 -- 170.61 LF OF 15" HDPE @ 2.03% (A2-2A2-1) 10+00 10+40 10+80 STORM DRAIN '2A2-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 STORM DRAIN '2UPROFILE SCALE: 1 "=20' H; 1 "=10' V 390 380 370 380 360 370 350 360 11 +20 11+60 370 360 350 > U N0 M°0 CD M-�00 Coo0o0M N u J o N N m 07 N(( m � N (0 M Q Q m ++ M U = CDZ M M (? + m cy) H — Q � Z H 0C) :2~ w c j _Z> Q Q j 0 0Q Q 0 LL Q Z F-- U) U) �� Z> U) U > Z 0 _ 0 0 > > 1� — — w z 0� 50 LF OF 15" HDPE @ 3.7 % (2Y2-2Y1) w Q 32 LF OF 15" @ 5.94% (2Y3 o_ 0 00 10+00 10+40 10+80 STORM DRAIN '2Y' PROFILE SCALE: 1 "=20' H; 1 "=10' V 360 HDPE .2Y2) Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OKeop_ H OF Alan G. Franklin Lic. No. 35326 o 4j, N A L ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 390 '1 • 370 360 350 340 330 390 370 360 340 330 370 360 350 r (n r 0 0 U O LC) N cf) � O LO U-) O co N cy) m (O r fl- L0 L0 ' � � N r � •-• r ' O J � CO ll- f- 00 r r` CO LO (n f-- O 00 � r M N O (n .-. N r CO I� O r Ln f- (n ^ 00 00 O r M M 00 (n ^ O CO N M M r O O) ^'T O) CO CO (n ao CO N Ln � N Q w � r r It N Q N N Ln N Q m Lo � M M Lfj LLj )+ N Q `� (n m N I� M M CA L() N" Q m O Lr) Lo Lo CT LC) �'t N"� Q co U (O LO �-t (0 N Q I� m O Ln � - N Q m r O O Li) LO N N r M M Q m'1 (o Lo Lo < M >� W Q t C M M M m CO M M M m Q M M co m M M M N M M M M M U) M M M+ M M t M co M O Z Z j i r Z c r G Z ? ' c r C Z c Q r C c Q r G _ ? Q Z Q r Z ��> �j0 Q ���� 0~���0 Q<�>0 Q�� O QQ� 0 Q< �� Q<�>O z Q Z> z� �ocn zz �(n z> �(� �cA ; Cj� z� �(� Zz - - � O O � �� - O - O - 0 0 0 Q > 0 > > > > > > > EXISTING GRADE PROPOSED GRADE _ ----- 1.2' ------------ 5' -----------_ - - - - - - - - - - - - 131.tF' OFHDP 56°/ 9-2S$ _ 1.2' ........... � % 2S7 2.51 2S8- � - 1.03. 74LFOF1 - 71.31 LF OF 1 " HDPE @ 1.7 0 (2S6-2S5) ------ --- ----- ---- _ 3.74LFOF18"HDPE 1.39°/ 2S5-2S4 1 8�1.3�LF OF DPE 0 3 8% - S2 -- 1) 39.74 F OF 18" Q 74.0 OF 24 RDPE 1%'(=-2 HDPE @ 1.64% 41.98 F OF 24" (2S7- S6) (n HDPE @ 1.12% w (2S4-2 3) z w Z L m w U cn Q cn c cocf) Q co 00 10+00 10+40 10+80 11+20 STORM DRAIN '2S' PROFILE: STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+40 O^ N O O 0 r 00 Ln L0 I� r I- (O r 00 M M Lc)r O N r= r O) ti N N 0') I- LO " M^ r (O r Lf) O CO (0 00 (0 Lo I^ r O co O O r 00 M Ln r I- ti ti M O r O co CDN -(OO M I� I� N m O Ln cn N M m O 0 0 0 co Co Co N (� O r co Il- CO (O � N U O In N N I,- O O (O M N Co O co O CX) O Il- O U) N m CO CO I� U r M N L6 N r M QC� + COCO Q cf)MO2Zj CO t M coM Q Q+ M M COQ CO coM coQ �ZZ? M+ M M Q�+ M M coQ + MM M U)_LN2E� cnQr2EZ (nF��Zj Cn0 (oQN�z U)QN�Z� o��z o��z0 �zZO D<�zO COW -> �� -z O<iYz0 Q� -Z CO --> Q��Z ~U - CO CO -> ���0 > > N QO > > 0 CONTECH BRIDGECOR SIN LE RADIUS S EEL ARCH SP p > ON CONCRETE STRIP FOOTINGS, OR EQUAL > (28'-10" SPAN X 7'-5" RISE) CONCRETE OR MODULAR BLOCK HEAD/WING WALLS, TYP. - - - - EXISTING GRADE PROPOSED GRADE 1.5 1 F g.77 /o 2 1:2 HYDRAULIC � / GRADE LINE F. 1' / 6 .34 - • • 1.2' DPE 1.0 . - - ' 215.25-LF.OF _ 37.35LFOF1 �� -- ---- ---- - _ - 3.4' HDPE @ 3.13 ° --= - - - 46.83 LF OF 15" ALL FILL MATERIAL SUPPORTING ROADWAYS, EM 3ANKMENTS, AND-/E� HD E @ 2.75% STRU TURES WITHIN THE RIGHT-OF-WAY SHALL ONSIST OFT PE I (2S12-2S11) SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VD DT ROAD O AND BRIDGE MAXIMUM SPECIFICATIONS DRY DENSITY AND AS DETERMINED MUST BE PLACED BY ASTM IN SUCCESSIVE 0 D698 + C� 53.85 LF OF 15" HDPE @ .93% Q 1777 (2S13-2S12) U) w J w w Z Z_ J Qco Q co Q a 73 > > o o co co co 16+80 17+20 17+60 18+00 STORM DRAIN '2S' PROFILE: STA. 16+00 - END SCALE: 1 "=20' H; 1 "=10' V . .1 19+20 20+00 20+40 370 360 350 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 STORM DRAIN '2V' PROFILE SCALE: 1 "=20' H; 1 "=10' V 20+80 21+20 21+60 22+00 22+40 22+80 U-) ^ CD M M M M CDCDI,- ti � CO r Ln r� U-)CD> ' r I` O N + CD LC) L0 LO CO 0 L0 Ln Ln Ln r > N Q L0 M (0Q Q N LO LO U) M M co co M Q Q+ U) M M z z cn > '- 370 � Z 370 0 > HYDRAULIC Z360 GRADE LINE 360 350 1.6 350 25.17LFOF15" co HDPE @ 1.0 % > (2V51-2V5) rl co 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 ASTM D698. 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 M 350 oo �(oIt�ti w ) M N m Ln o) M 0 U) m U)C? + Li M < Z Q o 75; H QO � Q < Z Q > z 370 cn 0 0 > > 350 -25 50 LF OF 15" HDPE @ 2.94% (2T2-2T1) HYDRAULIC GRADE LINE 340 10+00 10+40 STORM DRAIN '2T' PROFILE SCALE: 1 "=20' H; 1 "=10' V 390 '1 • 370 360 350 340 330 390 370 360 350 340 330 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OP\_T H OF 710, c) v Alan G. Franklin Lic. N0. 35326 ,� NAL KEY ISSUED: 02-20-20 SCALE: 1" = 20' REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 r r OO NrI� O Lf > fn M^Ln LO L) LfL) D (O ;1- m O� � V) ^ M co (OOO O M LfUOO NW p cn�Qz M M p (�OO�Z� OMO Mt m c) + co M M N p CO LN CD + L(� ('') co M C•M N p �p 00 1­ m L�f) LC� c t M M M N - p m ��' + co M CIA w�_ > QiY-p O �('?� pQ�--p zz� EXISTING GRADE p-p �Z� O pQ�p rG~ O W Z F_ > � ZZ p > > O ~� zzZ PROPOSED GRADE �- � > I` 360 � �, O _ ___ __ -Zz �� O Z 360 - - o mr > ON 0000 I� + Tom Mr �� ' ��� LO--00���� XOOrMMMN �0O(O ^O MM (0L0 N Ln NLn Lf) p > _ - _-- > p > N m p m r M r r O LO � It M ('M M M > > GM m -4 4 M co p N 0) Lf) 00 It � co M D N r + O 'tt 00 00 Cb r M M MMM 00 i< 0� m O +) � O� M co X N+ O rt N M C p > -' Q ��ZZj O �! O+ r Z? O (nr�� M ! ��ZZZH �p� Z� �Cf) CD p� »O 0F_ >O 0I_ pU) >O O��O ZZ> �� Z> 0� ZZZ - >- CO CO Z -'- p(/) 350 350 360 z z 360 360 o z 360 z _ _ _ _ o o EXISTING GRADE � - - - - > > PROPOSED GRADE o > O 1.6' EXISTING GRADE - - - - - - 3 Lr OF 15" - - 1.3' PROPOSED GRAD HYDRAULIC F 18"1-FBPE % 2V3-� H PE @ 1.43% GRADE LINE 340 - . - --1-14•. ^ 3�1.0 350 - 350 350 _ 350 LINE _ HYDRAULICGRADE GRADE LINE 1.8 36.32LFOF18 p H PE @ 2.06% Lu z J 51.00 LF O 15" � � • 330 330 340 .1' PE Z� 340 340 340 • - • - Lu 31.84 LF O HDPE @ 1 18" 73% � L _ ~ (2W32-2W3) o 48.00 LF F 15" (2W31-2W) F O F 15" 0V50.60(2X52-22X51)0% > o o a ° (2X512X5)co co 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 10+00 10+40 10+80 10+00 10+40 10+80 11+20 STORM DRAIN '2W' PROFILE STORM DRAIN '2W3' PROFILE STORM DRAIN '2X5' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 350 340 330 320 386 370 360 350 340 10+00 10+40 10+80 11+20 11+60 12+00 12+40 STORM DRAIN '2X' PROFILE SCALE: 1 "=20' H; 1 "=10' V cot-'t q"t 7 M r,- 10 r N ' Lf) CD I- p M+ M M 0 > LLI U) QI - - - I O + Q U) Z CQ G 380 370 360 350 340 16+40 16+80 STORM DRAIN '2J' PROFILE: CONT. SCALE: 1 "=20' H; 1 "=10' V SL-1 #5 BARS 0 8" C-C TYP. �to ' "••' F 30" DIAMETER _II _II I I •.s •' BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS C) Q 0 aLOo r 06 0 M cM O W Z W Z < 370 EXISTING GRADE 370 PROPOSED GRADE MODULAR BLO K MODULAR BLOCK RETAINING WA L TO SH LLOW RETAINING WALL TO SERVE AS ENDWALL WATERLINE TO 3' SERVE AS ENDWALL TW = 355.00 COVER OVER TW = 355.00 360 360 PROVIDE V SE ARATION 1' 350 350 X W Z 340 340 63 LF OF PRECAST OUBLE ONCRETE w I - PROVIDE -CONCRETE 2 BOX CULV RT < DEEP ( IN.)TOE WALL AT ENTRANCE TO CULVERT 4' (SPAN) 2' (HT) IL (0.50% SL PE MIN.) p 10+00 10+60 BOX CULVERT @ LAZY BRANCH LN STA. 31 +63 SCALE: 1 "=20' H; 1 "=10' V (DOUBLE - 4' X 2') 2016 ROAD & BRIDGE STANDARDS #5 BARS 8" C-C TYP. 30DIAMETER TTTSIZE -..� �• WALLCTURE TH THICKNESS AND PLAN •• io • . ' CLASS A3 CONCRETE L SECTION A -A SECTION B-B NOTES; 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS 0 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING . •' •'. " •'. • . •' '. •' '. •' '. •' •'. •' '. STEEL TO BE IN ACCORDANCE WITH AASHTO M31.+<,' . ,� . " ,' ;' ► :�.!' . ,' . 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT `VDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF_, REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.14 2016 ROAD & BRIDGE STANDARDS 370 360 350 350 340 330 320 OW MODULAR BLOCK - RETAINING WALL T SERVE AS ENDWAL TW = 362.00 360 350 340 ,It XCDOrNNr N �_ O O O O O I ' - V) 1 J LL) �(O�O(O (0 0) X= V C J V L� JOOrrr� LV , ^ CA LA LO °000'It 't p U O M M M M r M M M M N m �x m p C� t M M p � 0 It CO') CM p p r M M M M M m M+ M M p Z Z H pCn�>;� EXI TING GRADE Cn p pQ�O H<� Z Z H� 0Q � Z Z > PROPOSED GRADE ' > ����>>O 00 Z_ Z_ >co 0 CO 350 - - Z 350 350 p z 350 360 _ - 0 0 0 > -------------- > _ HYD-RAULIC- _ RAULIC - - - - GRADE LINE _ - GRADE LINE 77340 340 - 4 340 340 350 40.89 LF OF 5" HDPE @ 10. 4% (2X31-2X3) 330 330 330 330 340 cn cn U d co U) ^ O O X O O r Lc) Lc) Lr) Ln M M M N m - O Lf) LO (D r` � N � � Lc) 00 00 00 00 x m Lo m pUr(coMMM('M') (A(�Z_ZZH Np pw�g� + CCO(MM ~ U)O p � ZZZ> _ > z >� 0 p HYD GRA 2 .69 LF OF 15" H DPE @ 5.91 % ( X5B-2X5) Itm 350 AULIC IE LINE 340 10+00 10+40 10+80 10+00 10+40 10+00 STORM DRAIN '2X4' PROFILE STORM DRAIN '2X3' PROFILE STORM DRAIN '2X5B' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V BOX CULVERT INVERT ELEVATIONS TO BE BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS CONSULTANT FOR COMPLIANCE WITH PERMITS 0 O J 0 O + M O Z t M O Z > > W Z W Z < < (n EXISTING GRADE (n PROPOSED GRADE L 3.7' 7-Z X W 65 LF OF PRECAST � CONCRETE BOX ZPIROVIDE CULVERT, OR EQUAL Q CONC 6' (SPAN) X 4' (HT) 0- D EP (MIN.)TOE (0.50% SLOP MIN.) p E TRANCE TO 00 Ltwtj MODULAR BLOCK RETAINING WALL TO SERVE AS ENDWALL TW = 362.00 360 350 340 ETE 2' WALL AT ULVERT 10+00 10+60 BOX CULVERT P. LAZY BRANCH LN STA. 26+40 SCALE: 1 "=20' H; 1 "=10' V (6' X 4') r U r 0 Ll) O � N () r r LO r -' 00 r'_ Lq (M () N LO O O Lq UwOr p r M (rpm"tC p M cM (� p tiLf)M M M ��<Z �U) O Z rG? p Z p co Z Cf) > > z_ CO 0 EX STING GRADE > > PROPOSED GRADE YDRAULIC GRADE LINE - 6.00 LfOF 1$"-I-FBPE @ 13z?00 -LF 8"• HD 10+00 10+40 10+80 STORM DRAIN 'CC' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 MODULAR BLOCK - RETAINING WALL TC SERVE AS ENDWALI TW = 359.00 360 350 340 MODULAR BLOCK - RETAINING WALL TC SERVE AS ENDWALI TW = 358.50 360 370 350 360 340 350 330 J O O J O O w o M SHALLOW ATERLINE M 0 TO 3' COVE OVER o o Z > > W Q Z CULVERT TO PROVIDE W Q Z_ U) 1' SEPARATION ( j EXISTING GRADE M PROPOSED GRADE R S T X W Z 66 LF OF PRE AST � CONCRETE B X � CULVERT, OR EQUAL < PROVIDE C NCRETE 2' 8' (SPAN) X 4' (HT) 0- DEEP (MIN. iTOE WALL AT (0.50% SLOPE MIN.) 0 ENTRANCE TO CULVERT 00 010 IDULAR BLOCK TAINING WALL TO RVE AS ENDWALL = 359.00 360 350 340 10+00 10+80 BOX CULVERT @ LAZY BRANCH LN STA. 19+13 SCALE: 1 "=20' H; 1 "=10' V (8' X 4') BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS J O O o+ J CD O Q EXISTING RADE Q N p PROPOSE GRADE p ilW Lu U) Z 10 7' X W 78 LF C F PRECAST Z � CONCRETE BOX CULVE T, OR EQUAL � PROVIDE CONCRETE 2' 4' (SPA ) X 4' (HT) < DEEP (MIN )TOE WALL AT (0.50% SLOPE MIN.) ENTRANCE TO CULVERT 0 00 MODULAR BLOCK RETAINING WALL TO SERVE AS ENDWALL TW = 358.50 Q100MC 350 340 330 11+20 11+60 12+00 10+00 10+80 BOX CULVERT @ LAZY BRANCH LN STA. 11 +70 SCALE: 1 "=20' H; 1 "=10' V (4' X 4') Alan Franklin PE, LLC Civil and Site an Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 O 4v • T = N A L ISSUED: 02-20-20 SCALE: REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET Ei i OF 75 ►Ian Franklin PE, LL( Ian Franklin PE LLCDRAINAGE Alan Franklin PE LLC CONSTRUCTION TRAFFIC MANAGEMENT PLAN REQUIREMENTS: VDOT NOTE: THE PROPOSED ROAD CONNECTIONS AND PROPOSED LEFT TURN LANE SHALL BESET UP AS "SHOULDER SWALE DIRECTS FLOW A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY CLOSURES" ON GLENMORE WAY AS i 1 DESCRIBED IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL 4a FROM ROUTE 250 TO MAIN STREET- THE LOCATION, WIDTH AND DESIGN ASPHALT -PAVED CONSTRUCTION ENTRANCE .x'"-''J Civil and Site Plan Engineering 427 Cranberry Lane TO SEDIMENT TRAPPING DEVICE Civil and Site Plan Engineering 427 Cranberry Lane OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF WASHING EQUIPMENT TO INCLUDE: CONSTRUCTION / \"r .' THE COUNTY'S DIRECTOR OF COMMUNITY DEVELOPMENT (THE • FIRE HYDRANT OR WATER ,_ j \ "` c' TRAFFIC ROUTE, TYP. ''r.- ti "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME TANK/TRUCK /• '+ \ : « f- > (--04 ) _� AND NATURE OF THE EXISTING USE OF GLENMORE WAY BETWEEN 1" DIAMETER HOSE W/ NOZZLE �.- ��_��� F a .• � �' Crozet, VA 22932 � 434531-5544 alan@alanfranklinpe.com 70 MIN. �� 3 SM-2A ASPHALT TOP COURSE A Croz%VA22932 434531-5544 alan@alanfrank!inpe.com ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND • (2) - 2Y" NYLON WASHING BRUSHES / '� PROPOSED-= �OC EXISTING 2% PAVEMENT DUTY 30" PUSH BROOMS LEFT TURN LANE ' `r _ �/�' ~' EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION • DIRECT • C ALL WASH WATER TO �, Cjl=i1=111=I PLAN WITHIN THE 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED / '" -- F SEDIMENT TRAPPING DEVICE ^' / r• USE PATH, BUT THAT PATH IS LATER DETERMINED Z I-;11=1i� ICY (PRIOR TO THE END II OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE 'j-" ti� ,� • "' �O ; INADEQUATE TO SERVE ALL USERS, THE OWNER SHALL ESTABLISH A ❑ -� �f ; a DIVERSION DITCH A 6" VDOT #21A AGGREGATE BASE Q CL SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR FLAGMAN�iVF- AS PROVIDED HEREIN. / o,. ' ,� zs <, - , •- - . ., �; �v.,;.. ` Z Z • FLAGMAN TO BE PRESENT DURING ALL HOURS ( 2 r ti €, �t B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL = \\\ t . OF CONSTRUCTION (M - F FROM 7 AM - 5 PM), f s Z W g W W SIDE ELEVATION EXISTING GROUND Z W g W W r r SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF FLAGMAN TO STOP CONSTRUCTION VEHICLES /� '=�\� Z z U' TRANSPORTATION VDOT" INSTALL SUCH SIGNAGE AS DETERMINED- /` ("VDOT'), ONLY, GIVING PRIORITY TO NORMAL TRAFFIC -''`� TO BE NECESSARY BY THE DIRECTOR. '1 z W w 4 .c /-f fit! J C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE ' '`~% z �/ r , �� �", ,� TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET / ?% -; / �' I`'3 \f < < ¢ J Q > z > Z a > 70' MIN. s Z =1 CS = Q z J W a 2 -> r . . �7 I" �m y+i .. .COCA�ION OF EXISTING I: INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF ' f.i ; ,., - � Z J U z v U THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUFFICIENT TO AfiEAD s+' - STEAMER DRIVE ,r ! '�? ,, � v, ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE %� /� r � �`• _ /^ ` LL '� - W , �- Q ~ 10' MIN ASPHALT PAVED WASHRACK �_ � Q $ � � Q n ILL I_ - ~ Z � Q m PROPERTY T O REDUCE DUST SOIL SAND ,��' MUD GRAVEL AND OTHER HER // SUBSTANCES BEING DEPOSITED ON GLENMORE _ _ - - WAY, AND TO FLAGMAN AHEAD '�' '� ACCOMMODATE ACONSTRUCTION VEHICLE WASH -DOWN AREA. THE t .' a' i' / =.,; ,.. S. / " r LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET SIGN ` : r =r'' , ;r -��>;, ;• �, °, ' t `. , r .,.� ,, f l y '" ,� / CONSTRUCTION ENTRANCE SHALL BE SUBJECT TO APPROVAL BY THE 3 t / �* K3 r " ' w ' �' Y"``' s- U - Z � _ 0 W Z o H 2 /0 L - I:( T 12 MIN. EXISTING ! PAVEMENT U > Z W — _U o . h' DIRECTOR.f ;%`�C.i� 'ram/:�` t ,/ �. s- c> U i... 2% 2% D. ESTABLISH A CONSTRUCTION- 10' WIDE SHARED VEHICLE WASH DOWN AREA WITHIN USE PATH - '''` ' - LY ; $ . '--- DIVERSION DITCH MIN. THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. : NCE. THE > =: / ,- - {; I -- -- r �• 4, C r g U? POSITIVE DRAINAGE 10' MIN. WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO '(SEE DETAIL) f _ �- 1 - ` s` r ^"S / t ; - " REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM ---�, •�.�,;.^-�.,.� t� �� �% �fr `+ I `� 5,�'� I j114. , � � � '. � '- ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE ;: f• - �, 1 i E j���' , f %; Z O U WIDTH AT DESIGN WATER TO SEDIMENT ELEVATION IS 4.0' TRAPPING DEVICE � Z OU , _ _ ; I BEFORE IT ENTERS ONTO GLENMORE WAY FROM THE PROPERTY- THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO '' �� � r ' G L E NMO Jf �� ' APPROVAL ROVAL BY THE DIRECTOR. —_ t.• PLAN VIEW E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE AT = II I ! - _ I r l --� EAST 1- `� S ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND ; I j ' < < I - I? I ti' ;� RIVANNA I_ SCALE: •1"=100' ISSUED: 09/21/2015 MUST EXTEND FULL WIDTH SCALE NONE ISSUED: fl9/21/2015 EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING AND i ? °r. . __ FIRE CO. r L ...... ,;;.-✓ ; ` ! t�r { DRAWN BY: AGF SET 1Y2° WATER HYDRANT DRAWN BY: AGF , - _ I; i EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR ( - " � " r .` <' I �( �<, I >- , __--' ---a ♦ y.'•J^{^ • COMMUTER AND ANY OTHER VEHICLES USING GLENMORE WAY. 1 v' ' EvlsloNs: { 1. 12-29-SS,C9A7M. DEV. COMMENTS OF INGRESS AND EGRESS WITH FROST OPERATION PROOF HYDRANT 3' ABOVE GRADE AND 4' REVISIONS: I. 92-29-15,COMM. DEV. COMMENTS 51 - / 1' sl ! • " e3 — ,. E 6■ OFF EDGE OF PAVEMENT OR CONNECT 1" N F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF EACH a„ - L i .. ----� DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE I ---- I - _? PROPERTY IF NECESSARY TO REMOVE ANY SOIL SAND - •- MUD, HOSE TO FIRE HYDRANT OR WATER 2%— TANK/TRUCK I - - GRAVEL' -- OR OTHER SUBSTANCES mil': - 11 1:f"'-'E EI ,fE—Et3-""'1' 1 '" •- "-.. ti'•-,.' ( (i1� - FROM THE ROAD. E — G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH �` -� �' W -'- "R WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION ACTIVITY ENTER - : ;�' / - I - NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA OF 1 5" . _ FOR THE UPCOMING WEEK.�"� ONLY 5e"" �i S 4 I t r I 5 �_ _ '== SECTION A -A Nt'P Jar 'D r `f 1Sr` I _ bj-McP;,emarle,,vua,.;r ? Y `l1 " i ) HAE— -r -I FUTURE De t'_ le?,mei.t Dedait. tlL.IL ti� 4 I 16' SHEET 1 ALEEY'tilAf LE COUNTY CONSTRUCTION ENTRANCE CE SECTION E-floc SHEET Y 4 0l�1ts r I N.T.S. OF3 yC DQ . 19 l� ry Q 6` Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane RIVANNA VILLAGE CONSTRUCTION TRANSPORTATION MANAGEMENT PLAN i Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com w Rivanna Village LLC, the Owner and Developer (the "Owner") of Rivanna Village, which was approved by the Albemarle County Board of Supervisors as ZMA 2013-00012, hereby establishes the following Construction Transportation Management Plan (the "CTM Plan") in satisfaction of proffer 410 of ZMA 2013-00012: EXISTINGJPROPOSED I z TREE, TYP. 1. The Owner shall establish, construct, and maintain a 10-foot wide shared use path along i Glenmore Wayfrom Route 250 to Main Street " as shown as 10 Wide Shared Use Path jI I z on the attached exhibit prepared by Alan Franklin, PE, LLC, entitled "Rivanna Village ( z W Construction Traffic M « Management Plan Exhibit" dated September 21, 2015 (the CTM a. W Plan Exhibit"). (W� U �A l 1 � ¢ _1 K Q Q Q —� w 2. In addition to an temporary traffic control si na e required b the Virginia Department Y p rY g g q Y g p of Transportation ("VDOT"), the Owner agrees to install such signage as determined to 0 be necessary by the County Director of Community Development (the "Director"). / 3' MIN. 1 3' MIN. / a � L H 0-- z g m 3. The Owner shall establish and maintain an asphalt -paved construction entrance to the EX. GRADE I ! VDOT STD. HR-1, TYPE 3, OR EQUAL, 10 9 <)— = Rivanna Village property at the intersection of Glenmore Way and Main Street in the 2 2 RAILING WHERE REQUIRED MIN. MIN. NOTES BELOW) Z w area shown on the CTM Plan Exhibit as "Asphalt -Paved Construction Entrance Utilizing (SEE En Existing Fire Hydrant for Equipment Wash Down." Y.. O U Cr4. The Owner shall establish and maintain a vehicle wash -down area within the paved M1Kcri xvx 0% � 3:1 SLOPE, TYP. F- construction entrance, and shall use such wash -down area to remove any soil, sand, mud, iS g1 "yl"} j „ s.x (2:1 MAX) 3:1 SLOPE, TYP. � �,.., T: � �',�. s�� ���, :, ��" ,�.��,, '���, T>> �'. MAX) ( UO gravel or other substances from any construction vehicle, passenger car, or motorcycle before it enters onto Glenmore Way from the Rivanna Village property. (2:1 2" SM-9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF PREVAIL[ 5. The Owner shall have a flagman p y groan resent at the intersection of Glenmore Way and Main 6" VDOT #21A STONE BASE EXISTING GRADE Street in the area shown on the CTM Plan Exhibit at all times when construction vehicles COMPACTED SUBGRADE are entering and exiting the Rivanna Village property, to assist them in safely entering NOTES: SCALE: NONE and exiting the property and to ensure smooth traffic flow for commuter and other 1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES DRAWN BY. fl9/21/2AGIF IF REVISIONS: vehicles using Glenmore Way. OF THE PATH. 2. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES, WALLS, 1.12-2315,COMM.DEV. COMMENTS 6. The Owner shall clean the construction intersection at Glenmore Way and Main Street FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS. ever evening of each day during which construction activity Y g y g y occurs on the Rivanna 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A Village property to remove any soil, sand, mud, gravel or other substances from the road. PHYSICAL BARRIER SUCH AS RAILING (HR-1, TYPE III) OR CHAIN LINK FENCE IS REQUIRED IN THE FOLLOWING SITUATIONS. 7. The Owner shall provide the Glenmore Community Association with written weekly SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER updates of anticipated construction activity for the upcoming week. * 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 APPR�M77D RIVANNA VILLAGE LLC hY theR� ama Nis G: u.�,.y SHARED USE PATH SHEET -C-14-:-uniltty De ft-.10?meat De em-Ac-: ' 9-01C DETAIL S-073 l�J—� By: i _ 5_u Floors----�.t N.T.S. 3 Andrew Boninti, Manager OF3 29033429 I.DOC f Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o0_'1 _H OF /�c Alan G. Franklin Lic. No. 35326 O �v T = FSS / O NAk- 06 (D 2 w � (DZ Z YJ� <_j OT J� m c, � Z U w Z) p U) Q O ; �zJ O oLL LU U) > 00 z� � a —a 0 Q 0 KEY ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 CWWONTECH� ENGINEERED SOLUTIONS LLC rid Cvvor BRIDGECOR SINGLE RADIUS ARCH RIVANNA VILLAGE - TERRAPIN PLACE KESWICK, VA J ' 1IIX n T �tt.�yt�at�:3d�..')�4ffi'�:.�).. Approved By MTH Date 3118119 BC Engineers Rev. Date By Description 1 7/22/19 JE REV.1 2 2/26/20 DH REV.2 Project No. CBC-22245 Rev. 2 MODULAR BLOCK 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 PAD. MODULAR BLOCK HEADWALL / WINGWALL (BY OTHERS) ONE FULL BLOCK LENGTH MIN, AND EXTEND TO THE OUTSIDE EDGE OF FOOTING PRE-570093-010-BCORSRA-CON-C CONTECH PROJECT ID # 570093 \_CONTECH BRIDGECOR I f^ 5" LEG OF 5"x3 112"x112" 1 ANGLE I \_REINFORCED CONCRETE LEVELING PAD ARCH FOOTING TOP OF FOOTING - CONCRETE FOOTINGS ELEv.=3as.75 MODULAR BLOCK HEADWALL DETAILS (SEE CBC REPORT SCALE = N.T.S. 22245D-2-0319-05, REV.2 DATED 2/26/20) AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS OF THE STRUCTURE TO: ELEVATION VIEW . ACHIEVE AN ADEQUATE HEADWALL WIDTH. SCALE = 1:50 • 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. 7 P rR SEE PLAN VIEW. $ GRANULAR BACKFILL MATERIAL b MODULAR BLOCK 3� t HEADWALLS (BY OTHERS) Al 4'- k VARIES :, -�, 12" MIN. iso wy���tpi�r �5„ 5"X3 1/2"X1/2" ANGLE I3nd eC1:,F r- 3/4" BOLT -16' O.C. GEOTEXTILE ATTACHED LOW SHRINK PORTLAND CEMENT WITH CONSTRUCTION ADHESIVE GROUT 1800 PSI MIN. COMPRESSIVE Approved Data Rev. Date By Description RECOMMENDED HEADWALL DETAILS By STRENGTH TO FILL AREA SHOWN. MTH 3/18/19 1 7/22/19 JE REV.1 Project No. Rev. B C 2 2/26/20 DH REV.2 REFERENCE WALL DESIGN (BY OTHERS) FOR SPECIFIC INFORMATION INSIDE BRIDGECOR CBC-22245 2 '- Engineers FOR APPROVAL PRE-570093-010-BCORSRA-CON-C Tito dadgn and for m tbn alit on tnx drawing is itxal PROJECT No.: SEQ. No.: DATE: c'-hh Engirtarea Soluton�c�Ca�eI Iti� I ' w��l%uT�w�J• BRIDGECOR SINGLE RADIUS ARCH 570093 010 3/18/2019 n.dlW nor any part in,-RM may be uses. reproduced ar NTEC H moeltledlnarym inplyl.d. nnrwrineno.,roam. , „ , „ DESIGNED: DRAWN: 0"aohe.x-yd=lilsenyI rryo,ia4x sitnifw 3 2/19/2020 GENERAL REVISIONS PEREOR SCC ENGINEEEED rl `i ILL STRUCTURAL PLATE 28 -10 SPAN X 7 -5 RISE XXX SCC ouch pee. CHECKED: APPROVED: n o d.W. I between me supplied mfprmac n tnoa ro d 2 7122/2019 REV. HEIGHT OF COVER SCC www.Conte400, W om CONTECH RIVANNA VILLAGE - TERRAPIN PLACE me emwAng la hasee one stool tale conelno„a are encodmered 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 MJO XXX as sae war. prog,esetp, a,eee dlscaepx-s must fie nnon a 1 7/18/2019 REV. SHAPE/LAYOUT SCC CONTRACT to Comecn'nnmeosatery for re-ralpa4m pr,he aesgn concern KESWICK, VA SHEET NO.: a.hallobilityW6unn0.nead oma�eu���axi.r[ K DATE REVISION DESCRIPTION gy 800-338-if22 5136457000 513-645-7993 FAX DRAWING OF 1 fn >o: 28'-10" APPROX. AREA =149.1 SQ. FT. PLATE MAKE UP: 1@ 9 S, 2@ 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) 28'40" SPAN x 7'-5" RISE SCALE = 1.60 a BndgeC,%r Approved By MTH Dale 3118/19 B� g i n e e rs Rev. Date By Description 1 7/22/19 JE REV.1 2 2126120 DH REV.2 Project No. CRC-22245 Rev. 2VE ervlce toIeeprajeet owner, waine and connector by Comech Engl' d Soludore LLC (corsecil Neither thlo draw, nor any part Inereof .y be pled, reproduced x modlfled In aZ manner whinom tte lorbr-anon consent of Coal Farure la comply Is done at the user's own dsk and eomech ezpal dstlalmsany iablugar re ambbty for 3 2/19/2020 GENERAL REVISIONS PER FOR �u h use. n a «epan<:es between me supplied ior«maven opm ,d 2 7/22/2019 REV. HEIGHT OF COVER the drawing Is based end ...I field conditions are enooumered as , t se as epan�ea m m be reponea 1 7/18/2019 REV. SHAPEILAYOUT . dtlsy for re-evalumiion of the design. Cmtech Ymc• .all Batal i to ou lug,. boa�ramla•ng, Incomplete or MARK DATE REVISION DESCRIPTION R17'-10" CROWN CENTERLINE FLOW 9S o, I a, I I I I I I I I 1 I I I I I I I I I I I I I I I I I 8S I I I 1 I I I ,1 8S I I I I I I I I I J 1 9S I 1 I I I I I 1 al I al V TWO RING LAYOUT OUTSIDE VIEW SCALE = 1:60 (W-WITECH' ENGINEEMD 50LUnONS LLC www.ContechES-com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800�338-1122 513-645-7000 513-645-7993 FAX FOR APPROVAL w��l/�uv0wu• STRUCTURALPLATE CONTECH CONTRACT DRAWING BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x T-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW ----- MODULAR BLOCK �- HEADWALLS (BY OTHERS) 71--1 (OUT TO OUT) BRIDGE PLAN SCALE = 1:150 MODULAR BLOCK HEADWALLS (BY OTHERS) ---------------------------- 28'-10" SPAN BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x T-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW ----------------------- �--------- T-5" RISE - 71'-6" (OUT TO OUT) BRIDGE PROFILE SCALE = 1:150 BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN X 7'-5" RISE RIVANNA VILLAGE - TERRAPIN PLACE KESWICK, VA PRE-570093-010-BOORS RA -CON -C PROJECT No.: SEQ. No.: DATE. 570093 010 3/18/2019 DESIGNED: DRAWN: XXX SCC CHECKED: APPROVED: I XXX SHEET NO.: 2 OF 6 NON -WOVEN FILTER FABRIC TO BE PLACED BETWEEN THE SELECT BACKFILL AND ADJACENT EMBANKMENT ILUNATIVE FOUNDATION SOIL AS DETERMINED NECESSARY TRENCH MINIMUM LIMITS OF COMPACTED SELECT EMBANKMENT BY PROJECT GEOTECHNICAL ENGINEER 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 3.1 Baits and nuts shall conform to the requirements of ASTM A449. The single radius SEE NOTE #1 SEE NOTE #1 1.0 STANDARDS AND DEFINITIONS arch structure shall be assembled in accordance with the plate layout drawings provided by the Manufacturer and per the Manufacturer's recommendations. 1.1 STANDARDS -All standards refer to the current ASTM/AASHTO edition unless otherwise noted. Bolts shall be tightened using an applied torque of between 150 and 250 11lbs. 4.5' FILL MATERIAL ABOVE MIN. COVER LEV L Q 0 w 1.1.1 ASTM A761 "Corrugated Steel Structural Plate, Zinc Coated for 3.2 The single radius arch structure shall be installed in accordance with the plans and TRENCH WALL 2.5' MIN. COVER 1- I. -Field -Bolted Pipe, Pipe -Arches and Arches' specifications, the Manufacturer's recommendations, and AASHTO Standard O ¢ SEE NOTE #5 Specification for Highway Bridges- Section 26 Division II-Construction/AASHTO ¢ g (AASHTO Designation M-167). 9 Y LRFD Bridge Construction Specifications - Section 26. O LL 1.1.2 AASHTO Standard Specification for Highway Bridges - Section 12 O W Division I - Design, AASHTO -RFD Bridge Design Specifications 3.3 Trench excavation shall be made in embankment material that is structurally BRIDGECOR LL W Section 12.8th Edition: 2017 and VDOT Modifications. 2016 VDOT adequate. The trench width shall be shown on the plans. Poor quality in situ O m SINGLE rn ¢ Road and Bridge Specifications. embankment material must be removed and replaced with suitable backfill as directed w RADIUS m H 1- by the Engineer. Lu 1.1.3 AASHTO Standard Specification for Highway Bridges - Section 26 NATURAL ARCH 8" LOOSE LIFTS J Division II Construction AASHTO LRFD Brid a Construction 3.4 Bedding preparation is critical to both structure performance and service life. UNDISTURBED EMBANKMENT REINFORCED CONCRETE FOOTING GENERAL EMBANKMENT FILL AND NATIVE FOUNDATION SOIL (BY OTHERS) TO BE AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND PROJECT REQUIREMENTS (TYPICAL ALL SIDES). SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. INITIAL LIFTS OVER THE CROWN OF STRUCTURE AS INDICATED ® BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH LIGHTWEIGHT TRACTOR (D-4 OR LIGHTER) EQUIPMENT. NOTES: 1. MINIMUM SELECT GRANULAR STRUCTURAL BACKFILL WIDTH IS BASED ON AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12 AND/OR THE RESULTS OF THE PROJECT SPECIFIC FINITE ELEMENT ANALYSIS. 2. ALL SELECT GRANULAR STRUCTURAL BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (8" LOOSE TYPICALLY) AND COMPACTED TO 90 PERCENT DENSITY PER AASHTO T-180. 3. MONITORING OF THE SINGLE RADIUS ARCH STRUCTURE IS REQUIRED DURING THE BACKFILLING PROCESS. THE METHOD, FREQUENCY AND DURATION SHALL BE DETERMINED BASED ON THE SIZE AND SHAPE OF THE STRUCTURE. 4. PREVENT DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT. 5. PLACE SELECT GRANULAR STRUCTURAL BACKFILL IN RADIAL LIFTS AT APPROXIMATELY 75% OF THE RISE OF THE SINGLE RADIUS ARCH STRUCTURE. 6. BECAUSE OF THE FLEXING AND VIBRATION OF THE CROWN PLATES, THE FULL COMPACTION DENSITY LEVELS OFTEN CAN NOT BE ACHIEVED IN THE FIRST SEVERAL INCHES OF FILL OVER THE CROWN. ¢ Specifications - Section 26. ASTM A807, Standard Practice for The bed should be constructed to uniform line and grade to avoid distortions that may Installing Corrugated Steel Structural Plate Pipe. All materials and create undesirable stresses in the structure and/or rapid deterioration of the roadway. construction shall be in accordance with VDOT Road and Bridge The bed should be free of rock formations, protruding stones, frozen lumps, roots, 1 Specifications dated 2016. and other foreign matter that may cause unequal settlement. 1.2 DEFINITIONS 3.5 The structure shall be assembled in accordance with the Manufacturer's instructions. All plates shall be unloaded and handled with reasonable care. Plates shall not be �L 1.2.1 Owner - In these specifications the word "Owner" shall mean rolled or dragged over gravel rock and shall be prevented from striking rock or other - SPAN ALAN FRANKLIN PE, LLC. hard objects during placement in trench or on bedding. 3 ECTI O N 1.2.2 Engineer- In these specifications the word "Engineer" shall 3.6 The structure shall be backfilled using clean well graded granular material. mean the Engineer of Record or Owner's designated engineering Backfill must be placed symmetrically on each side of the structure in 8 inch representative. loose lifts. Each lift shall be compacted to the specified density. BASED ON A PROJECT SPECIFIC ANALYSIS GAGE TO BE 7 , BACKFILL MATERIAL TO BE AASHTO "A-1" OR USCS "SM" , COMPACTED TO 90 % PER AASHTO T-180. IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. BndgeCgl Vr� Approved By MTH Dale 3118/19 BC Rev. Date By 1 7J22J19 JE 2 2J26120 DH Project No. Rev. CBC-22245 2*)CEngineers Trio design and Informasdn Jxwn do tn�s scouring Is pm+rlaed ro to cite prole. awmer, engineer and een"acmr by Contech Englnsewd Solutom LLC Nontech'1. Namur file tlrewirg, nprany part lbered maybe used, reproduced M ltae In arty manner a the prbr women of - roll Camech. Fallum to compty fe done et the user's cum dek and coa ixy com«he.presslyd'ola�msanynabiutyar ,nblityfm such - 3 2/19/2020 GENERAL REVISIONS PER FOR 2 7/22/2019 REV. HEIGHT OF COVER n dine" a,Qes between dw wpplied �rpr�non aura wpirn the dr. Ang io booed one a 1 field -d l- are enooumerea 1 7/18/2019 REV. SHAPE/LAYOUT .at e-.,uograses.tbesea repand.,oustb.uxna1ed to Comech :nmedteyfer re-evaluation of the assign. Cmtern MARK DATE REVISION DESCRIPTION naaelmam•aaon� ooliaabva ara�ng, n nmpla or STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION, REFERENCE AASHTO M-145 GROUP CLASSIFICATION A-1-a A-t-b Sieve Analysis Percent Passing No. 10 (2.000 mm) 50 max. No. 40 (0,425 mm) 30 max. 50 max. No. 200 (0.075 min) 15 max. 25 max. Atterill Limits for Fraction Passing No. 40 (0.425 ram) Liquid Limits ---- ---- Plasticity Index B max. 8 max. UsOal Matedgls Stone Fragment, Gravel and Sand 1.2.3 Manufacturer - In these specifications the word "Manufacturer" 3.7 If temporary construction vehicles are required to cross the structure, it is the shall mean CONTECH ENGINEERED SOLUTIONS 804-292-4655 Contractors responsibility to contact the Engineer to determine the amount of NATHAN SAUER. additional minimum cover necessary to handle the specific loading condition. 1.2.4 Contractor - In these specifications the word "Contractor" shall Normal highway traffic is not allowed to cross the structure until the structure has mean the firm or corporation undertaking the execution of any been backfilled and paved. If the road is unpaved, cover allowance to accommodate installation work under the terms of these specifications. rutting shall be as directed by the Engineer, 1.2.5 Approved - In these specifications the word "approved" shall 3.8 If a metal headwall and/or wingwall system is specified, the select granular structural refer to the approval of the Engineer or his designated backfill limits shall extend past the deadman anchor system. Contact the Engineer representative. if stiff material or rock is encountered where the wingwalls and deadman are to be installed. 1.2.6 As Directed - In these specifications the words "as directed" shall refer to the directions to the Contractor from the Owner or his designated representative. 2.0 GENERAL CONDITIONS 2.1 Any installation provided herein shall be endorsed by the Engineer: discrepancies herein are governed by the Engineer's plans and specifications. 2.2 The Contractor shall furnish all labor, material and equipment and Owner, necessary to complete in a satisfactory manner the site preparation, excavation filling compaction, grading as shown on the plans and as described therein. This work shall consist of all mobilization clearing and grading, grubbing, stripping, removal of existing material unless otherwise stated, preparation of the land to be filled, filling of the 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, grades, slopes, and specifications. This work is to be accomplished under the observation of the Owner or his designated representative. 2.3 Prior to bidding the work, the Contractor shall examine, investigate and inspect the construction site as to the nature and location of the work, and the general and local conditions at the construction site, including without limitation, the character of surface or subsurface conditions and obstacles to be encountered on and around the construction site and shall make such additional investigation as he may deem necessary for the tannin and ro r execution of the work "Modified from AASHTO M-145. P g p Fine beach sands, windblown sands, stream deposited sands, etc-, exhibiting fine, rounded particles and typically If conditions other than those indicated are discovered by the Contractor, classified by AASHTO M-145 as A-3 Materials should not be used. the Owner shall be notified immediately- The material which the Contractor believes to be a changed condition shall not be disturbed so Reference the most current version of ASTM D2487, Standard Practice for Classification of Soils for Engineering that the owner can investigate the condition. Purposes (Unified Soil Classification System), for comparable soil groups. DeetyiI 2.4 The construction shall be performed under the direction of the Engineer. REV.1 2.5 All aspects of the structure design and site layout including foundations, REV.2 backfill, and treatments and necessary scour consideration shall be FOR APPROVAL performed by the Engineer. �I BRIDGECOR SINGLE RADIUS ARCH NTECH w�v�ewu eta►ir\��� Scc ENGINEEND S0=0N5 LLC STRUCTURAL PLATE 28'-10" SPAN X 71 RISE scc www.Conte400, West CONTECH RIVANNA VILLAGE - TERRAPIN PLACE 9025 Centre Pointe Dr., Suite 40Q West Chester, OH 45069 SCC CONTRACT KESWICK, VA BY 801k338-1122 513-645-7000 513�45-7993 FAX DRAWING 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, 02-06-2020, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE - PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, 12-01-20197 AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-01-2020. "�y;� "ilf c),AT UT > Jt� , .z b PRE-570093-010-BCORSRA-CON-C PROJECT No.: SEQ. No.: DATE: 570093 010 3118/2019 DESIGNED: DRAWN: XXX scc CHECKED: APPROVED: MJO XXX SHEET NO.: 4 of 6 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 W O 4.v , T = NAL KEY ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 ►Ian Franklin PE, LL( 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 - 1y" LONG BOLT ® 3-PLATE SEAM - 2" LONG BOLT MATERIAL 7 GAGE HOT -DIP GALVANIZED Ut I /AIL /A SCALE: N.T.S. in APPROX. AREA = 149.1 SO. FT. PLATE MAKE UP: 1@ 9 S, 2@ 8 S TOTAL = 25 S \1M111*s 5"x3Y"xY2" ANGLE Mk. Al R17'-10" — 28'-10" CROWN CENTERLINE 5"x3Yz'W2" ANGLE Mk. A2 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 5"x3 Y"x2" ANGLE 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. Mk. A3 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. BRIDGECOR SINGLE RADIUS ARCH - (END VIEW) 28'-10" SPAN x 7'-5" RISE 1y2,� SCALE = 1:60 LIP BRIDGECOR OUTSIDE CREST CI`° USE 3/4" x 3" LONG M.P. BOLT AT N MOVEMENT CONTROL HOOKS AT EVERY THIRD SEAM �lro e (SEE PLATE LAYOUT FOR LOCATIONS) `LI 1 "0 O.D. —f__l MOVEMENT CONTROL HOOK MOVEMENT CONTROL HOOK DETAIL SCALE: N.T.S. MOVEMENT CONTROL HOOKS (CITY. OF 18) FOR SHAPE MONITORING FLOW PLACED AT EVERY THIRD SEAM APPROX. AREA = 149.1 SO. FT. PLATE MAKE UP: 1@ 9 S, 2@ 8 S TOTAL = 25 S \1M111*s 5"x3Y"xY2" ANGLE Mk. Al R17'-10" — 28'-10" CROWN CENTERLINE 5"x3Yz'W2" ANGLE Mk. A2 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 5"x3 Y"x2" ANGLE 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. Mk. A3 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. BRIDGECOR SINGLE RADIUS ARCH - (END VIEW) 28'-10" SPAN x 7'-5" RISE 1y2,� SCALE = 1:60 LIP BRIDGECOR OUTSIDE CREST CI`° USE 3/4" x 3" LONG M.P. BOLT AT N MOVEMENT CONTROL HOOKS AT EVERY THIRD SEAM �lro e (SEE PLATE LAYOUT FOR LOCATIONS) `LI 1 "0 O.D. —f__l MOVEMENT CONTROL HOOK MOVEMENT CONTROL HOOK DETAIL SCALE: N.T.S. MOVEMENT CONTROL HOOKS (CITY. OF 18) FOR SHAPE MONITORING FLOW PLACED AT EVERY THIRD SEAM I I I I I , I I I I , I I I , I I I I I I I , I •I I 1 I I 'I I 98 I 8S I I 9S I 8S I I I I I J \ I I I I 9S 1 SS I I I , 9$ I 8S I I I I 98 I 85 , , I I 9S , 89 I , 9$ I 8S 1 9S I I I I 1 I 1 I 1 1 I I I I { I I I I I I 1 I I I I I I 1 I I I 1 I ----- I I ----- I --=-- 1 I I j I I I ----- I I 83 d� I— I I I I 8S I 8S ; I 8S I- SS I SS 88 i I I I I I� I ` V I — i 8S I I j — i j 1 I 1 85 8S , 8S i 8S I i , I i j i SS I I 85 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I 8S I 9S I I I I I I 8S I 9S I I I 1 I SS� t I I I a 1 9S I I I 9S 1 I I I 1 SS I I I 95 I I I I I SS I I 9S 1 I I _ I 8S Z/�. 1 I I I 89 I I 9S I j 1 1 SS , I I SS I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I 71'-3" (NET) - II 71'_A" rnvl=onl I 1Yz" LIP 5"x3 Y2"xY2" ANGLE Mk. A6 5"x3 Y2"xY2" ANGLE Mk. A5 5"x3 Y2"412" ANGLE Mk. A4 BRIDGECOR SINGLE RADIUS ARCH - (OUTSIDE VIEW) �' 28'-10" SPAN x 7'-5" RISE SCALE = 1:100 B n�\V{ r• , � '� rfi '�•','F +' fi �':.�� �: 1i y °ems dge0%',W} 0'40 Approved Date Rev. Date By Desalptlon 'q By MTH 3/18/19 1 7/22/19 JE REV4;%'?�, fti� 2 2/26/20 DH REV.2 Project No. Rev. CBC-22245 2 En CS Ineer"` g- Y � �.>� FOR APPROVAL PRE-570093-010-BCORSRA-CON-C The desgn and Information shown on mis dmemq is provided PROJECT No.: SEQ. No.: DATE. CommehvEromslaprgoC`ions LLC Corrandc NW@Ith"Gy I ' Ash �_uT_ C!w,'��lJ® BRIDGECOR SINGLE RADIUS ARCH 570093 010 311812i319 as alsch"to theedojecto.LLC(gI .hd ntrectthis \\I/� rnodlfl G pan Memof, may be used, mproduced o, In arryhor manner wUlautthe 1xla wrlUen mn9enl of ANTE H w"""�' ,`` �— , „ , „ DESIGNED: DRAWN: ,� I — ■ iOW� cc�^+/+ CO"""' FB lure to Comply la done M the users Own "K and xxx SCC cometh.xpresalydlsdahns anyrlelnyorresponsibilityW 3 2/19/2020 GENERAL REVISIONS PEREOR SCC ENGINEEND SOLUTIONS LLC STRUCTURAL PLATE 28 —10 PAN X 7 —5 RISE such use. wow -Co ntec h ES.com CHECKED: APPROVED: d elsaepandes based and pre supplied mfamaam upon wnlen 2 7/22/2019 REV. HEIGHT OF COVER SCC CONTECH RIVANNA VILLAGE - TERRAPIN PLACE as ai lug Is as messe. actual neceepar ies are be remered 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 MJO iCXx as strework progresses, these Iaapa of the must be reported 1 7/18/2019 REV. SHAPE/LAYOUT SCC CONTRACT ro Co s no Ilabotty for fm re.evased on mthe design. poet ech K E S W I C K, VA SHEET NO I rareiotfa adchs ppliedbyoth on ersrelaslltg.lncompeteor MARK DATE REVISION DESCRIPTION BY 800-338-1122 513-645-7000 513-G45-7993 FAX DRAWING OF 6 MOVEMENT CONTROL HOOKS (TYPICAL) 1 I 1 \ 9'-2%" 9,_2 8„ , I 1 \ 32' 1 30o 1 v ;ra id LL aL 11 p > Z_ e S BddgeC,%lvr Approved By MTH Dare 3118119 Engineers Rev. Date By Desaiptbn 1 7/22/19 JE REVA 2 2/26/20 DH REV.2 Project No. CBC-22245 Rev. 2*�CBC The design and in formation shown m ih 14-19Is Pl vM d s a service to Me project owner, wGirmerend Oont ads by Contech Enojneered Solutions LLC ('Cons crI. HeR.f this drawing, nor any pad Meseta. may be ep doted or madlfled In any manner without pw prof -I teh OOresent of ConContech..p-l10 Comply re da. alihe usefa oaT dty for such use. expressly dlsdaone any rabiliryer resparsbillty la Such eIBB. N dIs«epan<ies between the suppfad Hama6on *_ wNch the diewing Is based and acOA YeAd oald ., are shcoussomd tsite work pro9reases, these deomi noes nw.t be reported os Coneech'mmeoiatdyfa re.evaluRion of flue dewgu. Cpmech sagps re, IIabAUy for designs based Al reSsing, IO Wlete W Idaccurate Information a.ppilesi by.W.,, 2119/2020 GENERAL REVISIONS PER FOR 7722/2019 REV. HEIGHT OF COVER 7IM019 REV. SHAPE/LAYOUT DATE REVISION DESCRIPTION MOVEMENT CONTROL HOOK PLACEMENT DETAIL SCALE =1:30 C41IMTECH"" ENGINEERED SOLUTIONS LLC www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX FOR APPROVAL STRUCTURALPLATE CONTECH CONTRACT DRAWING 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, 02-06-2020, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE - PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, 12-01-2019, AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-01-2020. TOP OF FOOTING ELEV. 358.00 12" WIDE x 4" DEEP KEYSLOT WITH 4,000 PSI NON—METALLIC, NON —SHRINK GROUT AFTER ARCH INSTALLATION 4'-8 1 /2" 4'-1 7/8" #5 BENT BARS BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN X 7'-5" RISE RIVANNA VILLAGE - TERRAPIN PLACE KESWICK, VA INSIDE OF 28'-10" SPAN x 7'-5" RISE BRIDGECOR ARCH (BY CONTECH) 10" 3 (P 6" O.C. 3" j 3,. 7'-5" 3" 4„ RISE 116 BARS 115 BENT BARS ® 6" O.C. @ 6" O.C. 2'-6" 5 5/8„ 27'-11 1/4" WORKING POINT SPAN 28'-10" SPAN �— 0 0 0 0 0 0 3" #6 BARS © 6 " O.C.(16)#5 BARS SPACED AS SHOWN 3" (CONTINUOUS THROUGH 3" ENTIRE LENGTH OF FOOTING) NOTE: 6'-0" 1.) CONCRETE SHALL BE f'c = 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. THIS VALUE 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 LOADING. 7 COVER HEIGHT OVER THE CROWN OF THE STRUCTURE. (2.5' MIN. SELECT BACKFILL @ 145 pcf WITH REMAINING FILL @ 125 pcf) 7.) FOR CONCRETE SPECIFICATIONS SEE CBC REPORT 22245D-2-0319-05 REV.2 DATED 2/26/20 SECTION II SPECIFICATIONS AND SUB SECTION II — CONCRETE. TYPICAL FOOTING DETAIL PROJECT NO. CONTECH ENGINEERED SOLUTIONS, LLC CBC-22245-2 DESIGN OF CONCRETE SPREAD FOOTING FOUNDATIONS SCALE_ EnBC gineers FOR A 28'-10" SPAN x T-5" RISE, BRIDGECOR ARCH, TERRAPIN PLACE FIGURE NO, 1 (REV. 2) RIVANNA VILLAGE, ALBEMARLE COUNTY, VIRGINIA PRE-570093-010-B CO RS RA-CON-C PROJECT No.: SEQ. No.: DATE: 570093 010 I 3/18/2019 I DESIGNED: DRAWN: xxx SCC CHECKED: APPROVED: MJO xxx SHEET NO.: 6 OF 6 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o0- P_T H OF C5 / Y Alan G. Franklin Lic. No. 35326 O �v T N A L KEY ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET OF 75 C=::NTECH� ENGINEERED SOLUTIONS LLC 13rid ecl%or� BRIDGECOR SINGLE RADIUS ARCH RIVANNA VILLAGE - LAZY BRANCH KESWICK, VA Approved By MTH Date 3118/19 BC Engineers Rev . Date By Descrdption 1 2/26/20 DH REVA Project No. CBC-22245 rl MODULAR BLOCK 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 PAD. MODULAR BLOCK OR YSTONE HEADWALL / W I NGWALL (BY OTHERS) * ONE FULL BLOCK LENGTH MIN. AND EXTEND TO THE OUTSIDE EDGE OF FOOTING PRE-570093-020-BCORSRA-CON-B CONTECH PROJECT ID # 570093 CL I CONTECH I BRIDGECOR 1 r^ 5" LEG OF I 5"x3 1/2"xl/2" 1 ANGLE I 1 REINFORCED CONCRETE LEVELING PAD ARCH FOOTING TOP OF FOOTING - _ I CONCRETE FOOTINGS ELEV.=348.40 MODULAR BLOCK HEADWALL DETAILS (SEE CBC REPORT 22245D-1-031"5, REV.1 DATED 2/26120) SCALE = N.T.S. AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS OF THE STRUCTURE TO: ELEVATION VIEW ACHIEVE AN ADEQUATE HEADWALL WIDTH. SCALE = 1:50 • MAINTAIN THE SETTLEMENT JOINT AT THE FOOTING I LEVELING PAD INTERSECTION. • COMBINE THE ABOVE WITH A WINGWALL INTERSECTION AS REQUIRED. NOTE: OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION. .. ''�I' SEE PLAN VIEW. Ask yy GRANULAR pis ( Ill f BACKFILL MATERIAL MODULAR BLOCK r �v' 1la i} r f iI gg�r HEADWALLS a 1' b b n (BY OTHERS) t ' l:- U 3'° VARIES IN. 5„ 5"X3 1/2"X1 /2" ANGLE �' Bnd eCv,,FIN 3/4"BOLT-16'O.C. GEOTEXTILE ATTACHED LOW SHRINK PORTLAND CEMENT WITH CONSTRUCTION ADHESIVE GROUT 1800 PSI MIN. COMPRESSIVE Approved Data Rev. Date By Desa'IpWn RECOMMENDED HEADWALL DETAILS STRENGTH TO FILL AREA SHOWN. By MTH 3118/19 1 2/26120 DH REVA REFERENCE WALL DESIGN (BY OTHERS) FOR SPECIFIC INFORMATION INSIDE BRIDGECOR Project No. Rev. B - CBC-22245 1 *Engineers FOR APPROVAL PRE-570093-020-BCORSRA-CON-B TM design and .rr«marn and¢m on tray dra".ng is I r W0d ® � PROJECT No.: SEO. No.: DATE; Co-hh EnglataxedS.I�ttionaLLC,(eC�„aW,. HoI�t �I� ' i� �l/_®HT_�Auo BRIDGECOR SINGLE RADIUS ARCH 570093 020 3/18/2019 araa.x7. nor any pad Wrereof, may be used. repmdncea fir C���NTECH `s �, ■` ��r• r n r n DESIGNED: DRAWN: motllilee In any manner *xmt the prls w itton cawem tl a Co-h. Fallnrvydato mimsa"lobidym,, ao l,tkw ENGINEEMD SOWTIONS LLC XXX SCC ccon�ph¢xpr¢ssyarsaaimaanyliaNlm.«retp«soilityr« STRUCTURAL PLATE 28 -10 PAN X 7 -5 RISE with Ne. CHECKED: APPROVED: H discaeraarrcies be/ween the Supptietl infprmafibn upon "`-b www.ContechES.com CONTECH RIVANNA VILLAGE -LAZY BRANCH me drawing Ia baa d anal swat nald cormit-e are anomabeed 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 MJO XXX an Ate'"or" pnot reenan, meee die«tpenaeb must be rep Wed 1 2/19/2020 GENERAL REVISIONS PER FOR SCC FCONTRACT toC%Z1immedatdyforreraluaampt".dtion Caned KESWICK, VA SHEETNO.: ccapta Yelnlfamaytlonsuplpglled by omon a.adweY MARK DATE REVISION DESCRIPTION gY 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING ++]] Q nectars J OF 6 Iin 28'-10" APPROX. AREA = 149.1 SO. FT. PLATE MAKE UP: 1@ 9 S, 2@ 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) 28'-10" SPAN x 7'-5" RISE SCALE = 1:100 a BIN r�dger� Approved By MTH Dale 3/18/19 gineers (*CBC Rev. Date By Description DHREVAProject No. Rev.CBC-22245 1 avlca w the proiact as,»r, engmear and contras« by Co-h Engrossed Soluk. LLC r,conwd,'). Nehher tl,la firer % rwr any part thseof rosy b¢ ¢sect, reproduced or modltled In erry manner withoutthepra wrlvenconsamof Comech. Fallure w -ply la done. the user. own eak end Cordeoh expressly d aaims any N.Nlhy ar respansiblllty for such use. n `a «e"baaaa between t" wppietl mI«morn apw wnirn the dmW.g Is baeed one ...I field-dhlons are a aaark are site wars «agressee, tree dis«epan- mpat be rgw4ed 1 2/19/2020 GENERAL REVISIONS PER FOR b ConuecM1 immetlialHy for re-evaluation of [he design. Con[ech h�n-�amIntorineydansunloiedey�re,��ng'rwpmplaa« MARK DATE REVISION DESCRIPTION TRENCH CONDITION 10.0' BACKFILL WIDTH SEE NOTE #1 TRENCH WALL NATURAL UNDISTURBED EMBANKMENT CROWN CENTERLINE FLOW of I i I I I I I I I 1 I I I I I I I I I I I I I I I I I I 8S� I I I I I I __________I 8S I I I I I I I I I "I 9S I I I I I I I I I I I i \8S V TWO RING LAYOUT OUTSIDE VIEW SCALL = 1:60 CIbMTECH' ENGINEEIGD SOLUTIONS LLC www.ContechES_com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX MINIMUM LIMITS OF COMPACTED SELECT EMBANKMENT GRANULAR STRUCTURAL BACKFILL CONDITION 10.0' BACKFILL WIDTH SEE NOTE #1 / 4.5' FILL MATERIAL ABOVE MIN. COVER LE V L 2.5' MIN. COVER SEE NOTE #5 BRIDGECOR SINGLE w RADIUS ARCH I 8" LOOSE LIFTS REINFORCED CONCRETE FOOTING It SPANGENERAL EMBANKMENT FILL AND - FOUNDATION SOIL BY OTHERS) TOBEIVE ASPER SECTION GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND PROJECT REQUIREMENTS (TYPICAL ALL SIDES). SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. INITIAL LIFTS OVER THE CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY ® WITH HAND OPERATED EQUIPMENT OR WITH LIGHTWEIGHT TRACTOR (D4 OR LIGHTER) EQUIPMENT. NOTES: 1. MINIMUM SELECT GRANULAR STRUCTURAL BACKFILL WIDTH IS BASED ON AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12 AND/OR THE RESULTS OF THE PROJECT SPECIFIC FINITE ELEMENT ANALYSIS. 2. ALL SELECT GRANULAR STRUCTURAL BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (8" LOOSE TYPICALLY) AND COMPACTED TO 90 PERCENT DENSITY PER AASHTO T-180. 3. MONITORING OF THE SINGLE RADIUS ARCH STRUCTURE IS REQUIRED DURING THE BACKFILLING PROCESS. THE METHOD, FREQUENCY AND DURATION SHALL BE DETERMINED BASED ON THE SIZE AND SHAPE OF THE STRUCTURE. 4. PREVENT DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT. 5. PLACE SELECT GRANULAR STRUCTURAL BACKFILL IN RADIAL LIFTS AT APPROXIMATELY 75% OF THE RISE OF THE SINGLE RADIUS ARCH STRUCTURE. 6. BECAUSE OF THE FLEXING AND VIBRATION OF THE CROWN PLATES, THE FULL COMPACTION DENSITY LEVELS OFTEN CAN NOT BE ACHIEVED IN THE FIRST SEVERAL INCHES OF FILL OVER THE CROWN. BASED ON A PROJECT SPECIFIC ANALYSIS GAGE TO BE 7 , BACKFILL MATERIAL TO BE AASHTO "A-1" OR USCS "SM" , COMPACTED TO 90 % PER AASHTO T-180. IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. IN BndgeC%0r Approved By MTH Dale 3118119 BC Rev. Date By 1 2J26J20 DH Project No. Rev. CBC-22245 1 E n gl n ee rS 7nt design and inf«mar n srK',w,ns iNe tl x] con- o is pnr by ton to meprotectarsL enginesoneeenxaderby Calrlech Englneeretl Solutions LLC Ccenwm'). Nahhar thb t=dIi ,g, rwr any pan Mere^f may be used, reproduced W modified in any manner without the prbr wrlman eonsaM of Contech. Fallure to comply la done at the user. own risk aad C"., ¢xpresey tlisdaime any liapliy br reapdnaililiy r« -h- n tlK«eparxaes between tbt wppied informarn upon wnidl the d,.Mng Ia bawd ate -.1 Cold cendhlona are axnumered 1 2/19/2020 GENERAL REVISIONS PER FOR as site wod isotresete, tneee diwrepan°ice moat be re ,t.d b Conte CordecM1 .rtned Icy for rt-evalualim of the design. cn MARK DATE REVISION DESCRIPTION accapmnnitabllhyt«aaeyrsbaaatlenmlasing,lnsnmps.ea ka-i m Int«mation supolled b4 awe FOR APPROVAL CONCRETE FOOTINGS (SEE CBC REPORT 22245D-1-0319-05, REVA DATED 2126120) A��n/�VitiCAVO STRUCTURAL PLATE CONTECH CONTRACT DRAWING BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x T-5" RISE 7 QAQF HnT-nip C:AI VAN17Fn BRIDGE PLAN SCALE = 1:150 BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x T-5" RISE MODULAR BLOCK 7 GAGE, HOT -DIP GALVANIZED HEADWALLS (BY OTHERS) FLOW - 90'-3" (OUT TO OUT) BRIDGE PROFILE SCALE = 1:150 BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN X 7'-5" RISE RIVANNA VILLAGE - LAZY BRANCH KESWICK, VA PRE-570093-020-BOORS RA-CON-B PROJECT No.: SEG. No.: DATE: 570093 020 3118/2019 DESIGNED: DRAWN: XXX SCC CHECKED: APPROVED: MJO XXX SHEET NO.: 2 OF 6 NON -WOVEN FILTER FABRIC TO BE PLACED BETWEEN THE SELECT BACKFILL AND ADJACENT EMBANKMENT FILUNATIVE FOUNDATION SOIL AS DETERMINED NECESSARY BY PROJI57T GEOTECHNICAL ENGINEER 3.0 TO PREVENT SOIL MIGRATION (TYPICAL ALL SIDES). ASSEMBLY AND INSTALLATION 3A Bolts and nuts shall conform to the requirements of ASTM A449. The single radius _J 1.0 STANDARDS AND DEFINITIONS arch structure shall be assembled in accordance with the plate layout drawings Q provided by the Manufacturer and er the Manufacturer's recommendations. LLLII w 1.1 STANDARDS - All standards refer to the current ASTM/AASHTO edition U a unless otherwise noted. Bolts shall be tightened using an applied torque of between 150 and 250 ftAbs. a gJ 1.1.1 ASTM A761 "Corrugated Steel Structural Plate, Zinc Coated for 3.2 The single radius arch structure shall be installed in accordance with the plans and O LLI Field -Bolted Pipe, Pipe -Arches and Arches" specifications, the Manufacturer's recommendations, and AASHTO Standard 0 w D n -16 Specification for Highway Bridges - Section 26 Division II - Construction/AASHTO O m LRFD Bridge Construction Specifications - Section 26. Cl) Q 1.1.2 AASHTO Standard Specification for Highway Bodges - Section 12 w Division I - Design, AASHTO _RFD Bridge Design Specifications 3.3 Trench excavation shall be made in embankment material that is structurally J Section 12. 8th Edition: 2017 and VDOT Modifications. 2016 VDOT adequate. The trench width shall be shown on the plans. Poor quality in situ U Road and Bridge Specifications. embankment material must be removed and replaced with suitable backfill as directed Q by the Engineer. 1.1.3 AASHTO Standard Specification for Highway Bridges - Section 26 Division II - Construction, AASHTO LRFD Bridge Construction 3.4 Bedding preparation is critical to both structure performance and service life. Specifications - Section 26. ASTM A807, Standard Practice for The bed should be constructed to uniform line and grade to avoid distortions that may Installing Corrugated Steel Structural Plate Pipe. All materials and create undesirable stresses in the structure and/or rapid deterioration of the roadway. construction shall be in accordance with VDOT Road and Bridge The bed should be free of rock formations, protruding stones, frozen lumps, roots, so' do s da d 2 16. and other foreign matter that may cause unequal settlement. 1.2 DEFINITIONS 3.5 The structure shall be assembled in accordance with the Manufacturers instructions. All plates shall be unloaded and handled with reasonable care. Plates shall not be 1.2.1 Owner - In these specifications the word "Owner" shall mean rolled or dragged over gravel rock and shall be prevented from striking rock or other ALAN FRANKLIN PE, LLC. hard objects during placement in trench or on bedding. 1.2.2 Engineer - In these specifications the word "Engineer" shall 3.6 The structure shall be backfilled using clean well graded granular material. ADDITIONAL SELECT GRANULAR STRUCTURAL BACKFILL NOTES: SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY. THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS. BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS THE REQUIREMENTS OF THE PROJECT SPECIFIC ANALYSIS NOTED BELOW. REFERENCE THE STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION TABLE ON THIS SHEET. BACKFILL MUST BE PLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE IN 8" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY PER AASHTO T-180. A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. IF THE PROPOSED BACKFILL IS NOT A WELL GRADED GRANULAR MATERIAL, A NON -WOVEN GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN THE SELECT BACKFILL AND THE IN SITU MATERIAL. DURING BACKFILL, ONLY LIGHTWEIGHT TRACKED VEHICLES (D-4 OR LIGHTER) SHOULD BE NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE INCREASED TO HANDLE TEMPORARY CONSTRUCTION VEHICLE LOADS (HEAVIER THAN D-4). STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION, REFERENCE AASHTO M-145 GROUP CLASSIFICATION A-1-a A-1-b Sieve Analysis Percent Passing No. 10 (2.000 rum) so max. --- No. 40 (0.425 mm) 3o max. 50 max. No. 200 (0.075 mm) 15 max. 25 max. Aherberg Limits for Fraction Passing No. 40 (0.425 mm) Liquid Limits _- - Plasticity Index lima, x. B max. Usual Materials Stone Fragment, Gravel and Sand mean the Engineer of Record or Owner's designated engineering Backfill must be placed symmetrically on each side of the structure in 8 inch representative. loose lifts. Each lift shall be compacted to the specified density. 1.2.3 Manufacturer - In these specifications the word "Manufacturer" 3.7 If temporary construction vehicles are required to cross the structure, it is the shall mean CONTECH ENGINEERED SOLUTIONS 804-292-4655 Contractor's responsibility to contact the Engineer to determine the amount of Po t1' 9 NATHAN SAUER. additional minimum cover necessaryto handle the specific loading condition. Pe 9 1.2.4 Contractor - In these specifications the word "Contractor" shall Normal highway traffic is not allowed to cross the structure until the structure has mean the firm or corporation undertaking the execution of any been backfilled and paved. If the road is unpaved, cover allowance to accommodate installation work under the terms of these specifications. rutting shall be as directed by the Engineer, 1.2.5 Approved - In these specifications the word "approved" shall 3.8 If a metal headwall and/or wingwall system is specified, the select granular structural refer to the approval of the Engineer or his designated backfill limits shall extend past the deadman anchor system. Contact the Engineer representative. if stiff material or rock is encountered where the wingwalls and deadman are to be installed. 1.2.6 As Directed - In these specifications the words "as directed" shall refer to the directions to the Contractor from the Owner or his designated representative. 2.0 GENERAL CONDITIONS 2.1 Any installation provided herein shall be endorsed by the Engineer; discrepancies herein are governed by the Engineers plans and specifications. 2.2 The Contractor shall furnish all labor, material and equipment and perform all work and services except those set out and furnished by the Owner, necessary to complete in a satisfactory manner the site preparation, excavation, filling, compaction, grading as shown on the plans and as described therein. This work shall consist of all mobilization clearing and grading, grubbing, stripping, removal of existing material unless otherwise stated, preparation of the land to be filled, filling of the 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, grades, slopes, and specifications. This work is to be accomplished under the observation of the Owner or his designated representative. 2.3 Prior to bidding the work, the Contractor shall examine, investigate and a inspect the construction site as to the nature and location of the work, 4 and the general and local conditions at the construction site, including without limitation, the character of surface or subsurface conditions and k obstacles to be encountered on and around the construction site and shall make such additional investigation as he may deem necessary for "Modified from AASHTO M-145. the planning and proper execution of the work. Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles and typically , classified by AASHTO M-145 as A-3 Materials should not be used. If conditions other than those indicated are discovered by the Contractor, the Owner shall be notified immediately. The material which the Reference the most current version of ASTM D2487, Standard Practice for Classification of Soils for Engineering Contractor believes to be a changed condition shall not be disturbed so Purposes (Unified Soil Classification System), for comparable soil groups. that the owner can investigate the condition. Description 2.4 The construction shall be performed under the direction of the Engineer. REV.1 2.5 All aspects of the structure design and site layout including foundations, lF%~-41/&NTECH' ENGINEEND SOWTIONS LLC www.ContechES.corn 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-4645-7993 FAX backfill, end treatments and necessary scour consideration shall be FOR APPROVAL performed by the Engineer. e A"/�LBT1eAV BRIDGECOR SINGLE RADIUS ARCH t e �a►ir \ ��IA STRUCTURAL PLATE 28'-10" SPAN X 7'-5" RISE CONTECH RIVANNA VILLAGE - LAZY BRANCH CONTRACT KESWICK, VA DRAWING 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, 02-06-2020, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE - PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, 12-01-20197 AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-01-2020. PRE-570093-020-BOORS RA-CON-B PRQIECT No.: SEO. No.: DATE: 570093' 020 3/18/2019 DESIGNED: DRAWN: XXX SCC CHECKED: APPROVED: MJO XXX SHEET NO.: 4 of 6 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ec, �TH OF Alan G. Franklin Lic. No. 35326 O 4.,j, T = FSS / 0 NAL _ � Q LL � Z CD 06 YJZ oJ�oQ m > zm U N W � = z Q � O 2� z W Q m N oQwoa Q>m w Q(D J A' Q a m 0 KEY ISSUED: 02-20-20 SCALE: NONE REVISIONS: 02/20/20 - VDOT/CO COMMENTS SHEET �75 Utz IHIL/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 SEAMS - 1Y2" LONG BOLT ® 3-PLATE SEAM - 2" LONG BOLT 5"x3 Y2"xY2" ANGLE Mk. Al R17'-10" -- CROWN CENTERLINE 5"x3 X'i ANGLE Mk. A2 �\ 5"x3 Y2'i ANGLE Mk. A3 ' 1%" LIP BRIDGECOR OUTSIDE CREST N } USE 3/4" x 3" LONG M.P. BOLT AT MATERIAL ■■ THIRD SEAM CONTROL HOOKS AT EVERY 7 GAGE HOT -DIP GALVANIZED 1� am U (SEE PLATE LAYOUT FOR LOCATIONS) 1 "O O.D.-" f MOVEMENT CONTROL HOOK MOVEMENT CONTROL HOOK DETAIL SCALE: N.T.S. MOVEMENT CONTROL HOOKS (QTY. OF 211 FOR SHAPE MONITORING FLOW PLACED AT EVERY THIRD SEAM I I I I 1 1 I I I I I 1 1 r I I I I 1 1 1 r I I I I I I I I I I I r I I I I I 1 I 1 r I I I I I I I 1 1 I 1 r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SS I I I SS I I 1 SS 1 I ) SS I I I 8S I I I 8S I I I 8S I I I SS I I I SS I I .I SS I I ) SS 1 I r SS 9S I I 9S I 9S I 9S I I 9S I 9S I 9S I 1 9S I 9S I 9S I I 9S I 9S I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I ��- ----- I I ----- 1 I -�__- 1 1 --- I I -----'I 1 I ----- I I - - - - - 1 I - - - - - I I ----- I I ----- I I ----- 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I SS I I I I 8S I .I I 1 88 I 1 I I I SS I �— I I 88 1 I 1 8S I I I SS 1 I I SS I I I SS I I I SS I I I SS 1 I 1 88 8S I I SS _ SS I 8S I r SSq S I SS I I SS I I 85 1 8S I j SS SS I rr - - - - - - I I I I I - - - - - - I I I I 1 r - - - - --I 1 I , I I I I I 1 1 I 1 I I I I � 1 I 1 I r - - - - --- r I T- - - - -- r 1 I 1 --- ----- I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I 1 I I I I I 1 I I I I I 1 I 1 I I I I I I I 1 I I I I 8S I 98 I I I I I I I a5 I I 95.. I I I I I I I � I I 1 95 I I I I I I a5 I 'I I 95 I I I 'I 9S I I I 1 I 8S '1 I I 1 9S I I I r I 8S 'I I I 1 9S I I I I 1 I 8S 'I I r 9S I , I I I I I BS I I I 9S I I I I I I I , I 95 I I I I I I 1 I •I 9S I I I I I SS 1 r I r I 9S I I I I 141 I SS I � I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I i 90'-0" (NET) - l mvFRnl I 5"x3 Y2`i ANGLE Mk. A3 \11 5"x3 %"xy" ANGLE Mk. A2 1Y" LIP 5"x3 Y2'i ANGLE Mk. Al BRIDGECOR SINGLE RADIUS ARCH - (OUTSIDE VIEW) .r� 28'-10" SPAN x 71 RISE " `3 Vim,-•V,tr,L a SCALE=1:100 Bnd9e#41`wr Approved By MTH Date 3118/19 c Rev. Date By Description 1 2/26/20 DH REVA Project No. Rev. CBC-22245 1 Engineers FOR APPROVAL PRE-570093-020-BCORSRA-CON-B the design and lnrormaton all on this drawing is provided Caa Engi�eraarSoutionsLlCCon and contractor is I �,�I>��VTCAu• BRIDGECOR SINGLE RADIUS ARCH PROJECT No.' 570093 $EQ. No.' 020 DATE' 3/18/2019 rg, r,or any part Mereot. maybe used reproduced or drawindlnaaryperi ,wltof, the eused,00r uenooneal d—dol CU) NT EC H � �����IIIII & DESIGNED: DRAWN: hoodit COMech. Fa°urebcomplyls done at Meuseraaw°rickard IN"Is STRUCTURAL PLATE 28'-10" SPAN X 7'-5" RISE xxx SCC Corrcec„expressly disdainsarry liaOilily wrespwrsipliry fw ENGINEEIt� SOLUTI�IS LLC such use. H dawepancies bebween the supplied infamalion upon wfiich www.ContechES.com OONTECH RIVANNA VILLAGE -LAZY BRANCH CHECKED: MJO APPROVED: XXX thethiniisbased and actual hold condlna,sareenpoamared as site work progresses. Mena di —panes most be re cried to Come i,seeaiately iw re -meson d the design. contact, 1 2/19/2020 GENERAL REVISIONS PER FOR SCC 9025Centre Pointe Dr.,Suite 400, West Chester, OH45069 FCONTRAGT J K E S W I C K, A SHEET NO.: .testes-Il brmfiano snol9iaa�odonhilealrg.Incompletaor MARK DATE REVISION DESCRIPTION BY 800-338-1122 613-646-7000 513-645-7993FAX DRAWING V OF MOVEMENT CONTROL HOOKS (TYPICAL) I 10'-2Y4" 2'-7y" I 8'-11%" I \ 9'-2%8' 9'-2%" 32o 1 30o \ 20 i I a V., N L: t'tf 0 -!A a T. • ty � 1a1 \I Jr • r� geC -..� Approved By MTH Date 3/18/19 �CBC Enn eers Rev. Date By Description 1 2/26/20 DH REVA Project No. CBC-22245 Rev. 1 The design and'nformatgn all on she hai Is provided as s service to Me project oxner, engineer and contractor by CoMech EnSmsered Solution LLC (TontecM). NalMer this d—ig, nor any part ti—ol. may be used, reprodoced or modified In any merrier Mlbot Me prior w 1%, correant of Conlechre to . Falucomply Is date at the opera own talkand Comasch expressly disdains any liability or reslaonsibillty (w such use. M discrepancies between Me supplied 'n(wmadon upon which the dra ing is based and actual field conditions era encountered as are w * progresses. Mess discrepancies most be reported to Comeph irraW itely forre-evelustlpn of Me design. Confect, accepts no Sol to dead beast on mleemi hcomplale or Inaccurate Information supplied by others MOVEMENT CONTROL HOOK PLACEMENT DETAIL �INTECH' ENONEERED 80WTIONS LLC www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-646-7993 FAX SCALE = 1:30 FOR APPROVAL 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, 02-06-2020, MESA STANDARD SEGMENTAL RETAINING WALLS RIVANNA VILLAGE - PHASE II BY CIRCEO GEOTECHNICAL ENGINEERING PC, 12-01-2019, AND RIVANNA VILLAGE TECHNICAL REPORT: SCOUR ANALYSIS TR-1 BY ECOSYSTEM SERVICES, 03-10-2020. 12" WIDE x 4" DEEP KEYSLOT WITH 4,000 PSI NON—METALLIC, NON —SHRINK GROUT AFTER ARCH INSTALLATION 4'-8 1 /2" 4'-1 7/8" TOP OF FOOTING 115 BENT BARS ELEV. 348.50 1 6" o.C.—\ i J. J. INSIDE OF 28'-10" SPAN x 7'-5" RISE BRIDGECOR ARCH / (BY CONTECH) 10» 3 � i RISE 3' 3" 4» 1 #6 BARS 0 6" O C. #5 BENT BARS 27'-1 1 1 /4» WORKING —� J. POINT SPAN 28'-10" SPAN 0 0 0 0 0 o 3� 16 5 BARS SPACED AS SHOWN (CON77NUOUS THROUGH ENT/RE LENGTH OF FOOTING) #6jBARS ® 6" O.C' / f NOTE: 6'-0" 1.) CONCRETE SHALL BE VC = 4,000 psi. 2.) ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. PER SCOUR ANALYSIS, ALAN FRANKLI, 3.) FOOTING 1S DESIGNED FOR A 6,750 psf MINIMUM FACTORED PE RECOMMENDS INSTALLING LEAN BEARING RESISTANCE WITH A SOIL FOOTING CONCRETE FRICTION FACTOR OF 0.35. CONCRETE (2,000 PSI MIN.) BENEATH THIS VALUE MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION BY GEOTECHNICAL ENGINEER. THE BOTTOM OF FOOTING (ELEV. 346.00) 4.) SCOUR IS NOT ADDRESSED HEREIN AND IS THE RESPONSIBILITY OF OTHERS THAN CBC ENGINEERS. EL ELEEV. 343.00 ON THE LEFT SIDE AND ELEV. OONN THE RIGHT SIDE TO 5.) FOOTING DIMENSIONS AND DETAILS SHOWN ARE BASED UPON HL-93 LIVE LOADING. PROTECT FOOTING AGAINST SCOUR. 7 COVER HEIGHT OVER THE CROWN OF THE STRUCTURE. (2-5' MIN. SELECT BACKFILL @ 145 pcf WITH REMAINING FILL @ 125 pcf) 7.) FOR CONCRETE SPECIFICATIONS SEE CBC REPORT 22245D-1-0319-05 REV-, DATED 2/26/20 SECTION 11 SPECIFICATIONS AND SUB SECTION 11 — CONCRETE. TYPICAL FOOTING DETAIL PROJECT NO, CONTECH ENGINEERED SOLUTIONS, LLC CBC-22245-1 DESIGN OF CONCRETE SPREAD FOOTING FOUNDATIONS SCALE BC En FIGURE ND, FOR A 28'-10" SPAN x 7'-5" RISE, BRIDGECOR ARCH, LAZY BRANCH LANE RIVANNA VILLAGE, ALBEMARLE COUNTY, VIRGINIA (REV. 2 ) 2016 ROAD & BRIDGE STANDARDS SEE ROAD PLANS MAX. 6' 0" MAX, 6'-0GRIPPING RAIL FOR RETAINING HR-1 41/2" O.C.3/4'' NPS PIPE PICKET WALL DETAILS. O.C.5/8' SOLID PICKET MAX. 6'-0" MAX. 6'-0" '/2" DIA. SOLID STEEL SMOOTH ROUND ROD I" STANDARD(PIPE. OR N GROUNDING ELECTRODE ANCHOR RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1' 3" MAX. BOLTS 4" O.C. (TYP.) 30 FEET. 1' 3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 12" RETAINING WALL RAILS :2'' MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS ' 3/4" MIN. NPS 0L05" O.D.) SCHEDULE 40 PIPE 3" MAX. OR s " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) M SEE ROADWAY PLANS 2" min. 12"OR TYPICAL SECTIONS MIN CONCRETE STEPS FOR DISTANCE TO II/2" NPS SCHEDULE 40 PIPE POSTS 11/2" MIN, NPS (1.90" O.D,) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAI LS 11/2' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING 12" 21/4" min. MIN ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH ROUND ROD 1. THE CSHALL SUBMIT DRAWINGS DETAILING ALL LI ASPECTSTS OF OF FABRICATION BRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON ` GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION, SHOP DRAWINGS SHALL SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PRACTICE IEN ENGINEER, MIN. I HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH 0 VIRGINIA. A TH F IA G N THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO OR GREATER THAN 5 PERCENT. GRIPPING ACCORDANCEWITH THECURRENT ROAD AND BRIDGE SPECIFICATIONS. RAIL WILL BE INCIDENTAL TO THE COST OF (FOR WITH TYPE II& IIIRAILINGS) TO ACHIEVE UNIFORM COATING ON ALL SURFACES VENTING AND USE THE RAILING, DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314,GRADE 36. 41/2" O.C. Y4" NPS PIPE PICKET 4" SEE ROAD PLANS FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/8" fl.C. c'/8" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED W THE SHOP DRAWINGS. 5, POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GGR INSTALLATION TO BE IN ACCORDANCE SDIND MATERIALS WITH 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU I OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM r ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. 1' 3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D_) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS 3/4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 3/" MIN, SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE ELECTRODE III BICYCLE RAILING WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS PRE-570093-020-BCORS RA-CON-B VbOT STb. HR-1 or Equivalent Non Woven Filter Fabric (4 FT Wide) wl Sleeve -It Sb1 Fence -Post Mirafi 140N or Equivalent Anchoring System Geogrid Reinforcement (Typical) Cap Unit Defer to Wall Profile for Geogrid Type, Geogrid Length (GL) and Location Secure to Tap Unit wl Concrete Adhesive Mesa Standard Units .V Drainage Aggregate Min 12" Thick j =: VDO T No. 57 Stone 24" Vertical Spacing (Til _ er Weephole w/Wall Drain Pro boylight Pipe Through Wall 40' OC Spacing (Typ.) Reinforced Fill No. 10 Screenings Per AASHTO T-27 or Approved Equal -.'., dia. Dram Pipe Compact To Min 95% Compacted Backfill (See brain detail) Standard Proctor Density Stone Leveling Pad ���''�� = AASHTO T-99 VI)i No. 21A Stone �• ' {-�,}', See Wa l l Prof i le -�` ". ,,ti� r• r .'' 8" Thick x 24" Wide .�• ��.��. TYPICAL RETAINING WALL CROSS SECTION (Not to Scale) 1 Connector — 1811 5/8" Setback .............. ............... .............. ............... .............. .............. ............... .......... ............... ............... .............. .............. ............. ............ 1 Split Face MESA STANDARD UNIT (Not to Scale) Rivanna Village - Phase 2 .,+ Albemarle County, Virginia CIRCEO GEOTECH f Circea 5956 Buckland Mill Road Geotechnical C = Engireerir�g, P.C. Roanoke, Virginia 24019 No. 011245 �f� � + � Phone: (540) 366- 2379 Scale: 1"=250 FT Date: ass 12101119 Project No. RVIr-2212 Revision: -- 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 c Alan G. Franklin Lic. No. 35326 T = FSS / O NAB 06 _ � Q LL � Z 0 YJ��z oJ�oa `_J " z m U N W � = z O � Q 0� �z JQm oz�o a �QwJ m w Q � Q CD J Q m KEY 11L'- ISSUED: 02-20-20 SCALE: NONE REVISIONS: 05/01/20 - VDOT/CO COMMENTS 04/17/20 - VDOT COMMENTS 02/20/20 - VDOT/CO COMMENTS SHEET OF 75