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HomeMy WebLinkAboutSDP201700072 Plan - Submittal (First) Initial Site Plan 2017-12-04PHASE 2 INITIAL SITE (& ROAD) PLAN BLOCK F, Gy Hy 17 & i SUB2017 Xxx DECEMBER 4, 2017 VICINITY MAP: SCALE: 1" = 2,0001 STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROA[ AND BRIDGE SPECIFICATIONS, DATED 2007. 2, VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008, 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 6. ALBEmARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. ARCHITECTURAL REVIEW BOARD 7. INTERNATIONAL CODE COUNCIL AM[-rICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. LEGEND VDOT -W- WATER LINE (EX./ PROP.) BOUNDARY/ RIGHT-OF-WAY LINE WV® WMO WATER VALVE/ METER 1. F. IRON PIN FOUND FHA FIRE HYDRANT I.S. IRON PIN SET YH YARD HYDRANT SETBACK LINE BOA 0 BLOW -OFF ASSEMBLY ------------------------ EASEMENT LIMITS _SS- SANITARY SEWER LINE (EX. PROP.) CENTERLINE CO o CLEANOUT _670- CONTOUR LINE (EX. / PROP.) MH-- MANHOLE <--3:1-- <-2.50"/(7- DEGREE/ DIRECTION OF SLOPE _SD- STORM LINE (EX. / PROP.) 479.70+ SPOT ELEVATION DI 7'0 STORM INLET HIP HIGH POINT YD ®'YARD DRAIN LP LOW POINT "'DS o DOWNSPOUT DITCH / SWALE -G- GAS LINE (EX./ PROP.) WATER COURSE GV® GMO GAS VALVE/ METER BM-$ BENCHMARK OHE - OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB UGE- UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER pp -a POWER POLE CG -12 VDOT STD. HANDICAP RAMP LP* LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUY e GUY WIRE RCP REINFORCED CONCRETE PIPE EM o ELECTRIC METER CMP CORRUGATED METAL PIPE TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT- OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE UGT- UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED 0 UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM / DWM o/6-6 SINGLE/ DOUBLE WATER METER TBR TO BE REMOVED SHEET 55 TBT TO BE TRANSPLANTED GV M GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY APPROVALS DRAINAGE CALCULATIONS Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF 'T7� r r onklin Lic. No, 35326 ss� 0 N A ISSUED: SCALE: REVISIONS: I SHEET 12-04-171 PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT SHEET INDEX SHEET 2 NOTES SHEET 3 PRE -DEVELOPMENT CONDITIONS SHEET 4 OVERALL PLAN SHEET 5 AMENITY SPACE EXHIBIT SHEET 6 ROAD SECTIONS & DETAILS SHEET 7 DETAILS SHEET 8-18 LAYOUT PLANS SHEET 19-22 ROAD PROFILES SHEET 23-33 GRADING & UTILITY PLANS SHEET 34 STORM AND SANITARY STRUCTURE TABLES SHEET 35-37 SANITARY SEWER PROFILES SHEET 38-41 WATERLINE PROFILES SHEET 42 SANITARY SEWER DETAILS SHEET 43 WATERLINE DETAILS SHEET 44-54 LANDSCAPE PLANS SHEET 55 LANDSCAPE DETAILS SHEET 56 DRAINAGE AREA MAP SHEET 57 DRAINAGE CALCULATIONS SHEET 58-62 RESERVED FOR STORM DRAIN PROFILES Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF 'T7� r r onklin Lic. No, 35326 ss� 0 N A ISSUED: SCALE: REVISIONS: I SHEET 12-04-171 GENERAL NOTES: PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED, 1, WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE '111 , , 1111... 77 UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE 58 RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 778 CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON . .. 230 CONDOMINIUM / TOUVNHOUSE %DUPLEX ' 5.86 -0.'44 THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS _ __.._ .. .. . .... -.. _ .. 98 _ 574 43 1111. AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE 14 * UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 13 REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD 2 16 * TRIPS GENERATED PHASE 2 ( ) CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 1,333 UNDERGROUND FEATURES. 40 CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 15% ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN 25 * 1 68 POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). J WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 15% 9 44 * HEREIN. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE LINE. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT OF THE ENGINEER. LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (II) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ACTIVITY FOR THE UPCOMING WEEK. OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE OMISSIONS BEFORE PROCEEDING WITH THE WORK. CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS REQUIREMENTS OF THE PERMIT SHALL GOVERN. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, VDOT UNLESS OTHERWISE NOTED. BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 2 50 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION BUILDINGS, NOR IS HE/ SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. PROJECT DATA. FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. OWNER OR ENGINEER. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE CONTACT: TIM CULPEPPER COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING 3:1 OR BETTER ARE TO BE ACHIEVED. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE CONTACT: TIM CULPEPPER CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE GRADING OF THE SITE.. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 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 RIN OR USING EXPLOS VE N- ITE. ALL OTHERS SHARING ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STO G I S 0 S 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 CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. TIHE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, L ESSER 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 2' 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 PAIINT 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 SHALL 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 0 0 R CTION. HANDICAPPED PAR G AREAS ARE NOT TO EXCEED 2/° IN 29. PARKING AREAS ARE NOT TO EX CEED 5/o GRADE IN ANY DI E KIN 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 VDOTSTANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. T BE T KED -PILED N ITE IN A LO ATION OUT OF CON VITY REA T K T 42. ANY TRANSPLANTED STOCK 0 SOC O S C STRUCTION ACTT A S S OC 0 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 TQ INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BEA MINIUM 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. 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 F ALL PR POSED ROADS WITHIN THE DEVEL PMENT WILL BEM DE BY THE C NTY. THE 1. CONSTRUCTION INSPECTION O O O A OU 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 BELOWV 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 TIHE 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. it ��7���Z�Z�7�y s ' ' : � : 8 ' alWe-- IW A � 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: 1111 111 _ __- CODE LAND USE ' AVG. WEEKDAY TRIPS ADJ. STREET PEAKS 'SATURDAY SUNDAYI. AM (PER UNIT): PM (PER UNITI=:. .. . (PER UNITI --_---- ::11 -11-:. - . _.-. 1111 210 SINGLE-FAMILY DETACHED .., 11-1___ . __ ---........._-.-.-.. 9.57 1._111.. 0.75 1.01 10.1 8.78 '111 , , 1111... 77 737 58 78... 778 . 676 I . .. 230 CONDOMINIUM / TOUVNHOUSE %DUPLEX ' 5.86 -0.'44 0.52 5.67 4.84 _ __.._ .. .. . .... -.. _ .. 98 _ 574 43 1111. __ _ 51 . . , . 556 _. 474 - 14 * E 13 15% 2 16 * TRIPS GENERATED PHASE 2 ( ) 1,311 101 i 129 1,333 1,150 AFFORDABLE HOUSING BY BLOCK NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE UNITS REQ. RUNNING TOTAL A 31 15% 5 5 * B 17 15% 3 8 * C 30 15% 5 13 * D 8 15% 1 14 * E 13 15% 2 16 * F 12 15% 2 18 * G 40 15% 6 24 * H 4 15% 1 25 * 1 68 15% 10 35 * J 57 15% 9 44 * *DEVELOPER TO PROVIDE CASH IN LIEU OF BUILDING AFFORDABLE UNITS. PROFFERS: 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE CODE OF VIRGINIA ("CODE"). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA. WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2. 2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES RELATED TO IMPROVEMENTS PROGRAM. DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS: SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM LATER DETERMINED (PRIOR TO THE END OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE INADEQUATE TO SERVE THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. HEREIN. ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE SUBJECT TO APPROVAL BY THE DIRECTOR. UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (II) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. 4. INTENTIONALLY OMITTED. G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP ACTIVITY FOR THE UPCOMING WEEK. 093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR IF THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE CONSTRUCTION AND MAINTENANCE OF SUCH FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER CONSULTATION WITH THE OWNER THE COUNTY ENGINEER AND VDOT. THE TERM " CONSTRUCTION VEHICLE" INCLUDES, BUT IS NOT REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. F CILITIES THE OWNER AT ITS EXPENSE SHALL AT THE RE UEST OF THE COUNTY ENGINEER CONSTRUCT AND DEDICATE IN FEE A Q SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 2 50 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL OF DEVELOPMENT (THE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE PROJECT DATA. COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE CONTACT: TIM CULPEPPER COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS"). THE OWNER PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE CONTACT: TIM CULPEPPER CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE REQUIRED BY THE COUNTY. TAX MAP /PARCEL #: 93A1-3, 93A1-4, 79-25A, 80-46, 80-46A, 80-46C, 80-46D, 80-46E, 80-50, 80-51, 80-52A, 80-55A IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED PROPERTY ADDRESS: 3500 STEAMER DRIVE AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) PROPERTY SIZE: TOTAL = 94.76 ACRES 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. ZONING: NMD (AS OF 07-09-14 -ZMA #2013-0012) 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE MAGISTERIAL: SCOTTSVILLE 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE" AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG ROUTE 250 (THE "LANDSCAPE BUFFER") AS SHOWN ON THE APPLICATION PLAN„ THE USE AND MAINTENANCE OF WHICH IS DESCRIBED PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC (SEE SHEET 4) IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION PROPOSED # OF UNITS: 175 UNITS IN PHASE 2 + 105 UNITS IN PHASE 1 = 280 UNITS (SEE SHEET 4) 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 DRINKING WATER NONE REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE iN THE RESERVATION ZONE; (B) THE WATERSHED: TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE REQUESTS: CODE OF DEVELOPMENT VARIATION REQUEST FOR S SIDE ALLEY SETBACK AND 5' REAR SETS DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE: PROJECT FROM ROUTE 250 AS NEEDED IN THE FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES IN 2014 OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATIOIN ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY N 3,890,142 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, E 11,520,058 SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE ELEV. 416.195 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 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A SETBACKS: 10' FRONT SETBACK MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED 10' REAR SETBACK - VARIATION REQUEST FOR S PENDING BY THE CODE OF DEVELOPMENT. & SIDE SETBACK (15' W/ SIDE ALLEY) - VARIATION REQUEST FOR 5' PENDING 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT EMPLOYEES: . SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, MAXIMUM BLDG. HEIGHT: 50' ALLOWABLE 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 PARKING REQUIREMENTS: 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 ( ) `,PHASE 2 PARKING REQUIREMENT HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. I# UNIT& REQ'T � REQUIRED ;PROVIDED A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE SFD HOMES 77 2 154 2+2 (308) ---_•.1,. - .-- --- -- - - -, :. - ---_. ;1111,., ,. ,1,111. .. ,,, 111,1 . ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS 'VILLAS 37 2 25 84 2+2 (148) DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE TOWNHOMES 1 -CAR GARAGE 21 2 25 . 48 1+1 (42)* NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNITS) `TOWNHOMES - PARKING LOT ; 40 2 80 81 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 ...:.:..:......:.........,:,.:,.:.,., ....:.:,::.: ,.: _ NOTE: ONLY THE 21 TOWNHOMES W ITH A 1 -CAR GARAGE FAIL TO MEET THEIR PARKING PURCHASER DURING THE NINETY 90 -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE ( ) ----........ ......._.. -,.. 1,. 1- ,.:,:,:,..,.:,.,,:., _.---.,.,,...::,:,::..,"---,:,., ,..-,:"",:,.. ,. ...:.:...,,..-.,-:,:,. ON -LOT THE SHORTFALL OF 6 PARKING SPACES (48 REQ. VS. 42 PROVIDED ON -LOT) IS ADDRESSED UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO -- - -.. - - - - _' - 11 .. --- - .. -- - .. - - -- THE PROVISION OF ON STREET PARKING ACCOMMODATION ON ALL ROADS WITHIN THE THE FIRST SALE OF EACH OF THE FOR SALE AFFORDABLE UNITS. ,VIA -.1111,,;, ,,,,, ,,,,,,,,,,,,, —..,.I _'1_111. , COMMUNITY. , .. . . ._ ___ _.....__ ....1.111. B. FOR -RENT AFFORDABLE UNITS. PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT SEE PLANS FOR DETAILS. 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 AREA STATISTICS -PHASE 2 LAND COVERAGE DATA T I FFER TATEMENT THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE HSPRO S A C D E MAXIM M RENT E TABLISHED IN REQUIREMENT THAT THE RENTS FOR SUCH FOR RENT AFFORDABLE UNITS MAY NOT EXCEE TH U S S . __. TOTAL AREA IN PHASE 2 63.01: THI PARA RAP B HALL APPLY F R A PERIOD OF FIVE 5 YEARS FOLL WING THE DATE THE CERTIFICATE OF OCCUPANCY IS S G H9 S O () O - - - "- - - 1 AREA OF R/W DEDICATED ALONG RTE 250 0.14;-. 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 NET AREA IN PHASE 2 (100%) `'. 62.87; .... ..,.. .. HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). ;IMPERVIOUS AREAS (17.60�AC - 28%) TIN THE F R RENTAFF RDABLE NITS D RING THE (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTERES O O U U _.- -., .,.1111 -. --11:1:1. 1111.. 1111 .. ............ __.. ,ROADWAYS & RELATED SIDEWALKS 7.07' AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN `"' """" """ ' `""" ""VffI "" ` "" `" ' PARK /RECREATIONAL IMPROVEMENTS 1.28; ADDITI N ALL NTRA T PERTAININ T A C NVEYAN E OF ANY FOR -RENT AFFORDABLE UNIT OR ANY PART THEREOF DURING O CO C S G O O C """"" "`" ""` ON -LOT IMPROVEMENTS 9.25; THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED -...-- --.- - -- 1111.- 11v 11 --- ...._ ,_..-- - - -- - 11.11-: BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE 1111 1111, ., UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE °......,.,... zP.ERVIOUS AREAS (72 /o) 45.271 AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 9B HAVE BEEN SATISFIED. AMENITY &GREEN SPACE: SEE SHEET 5 (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN SHEETS 44-54 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. ►Ian Franklin PE LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com o���P�T H OF "V/�c v v Alan G, Franklin � Lic, No, 35326 W O � FSS / 0 ��� NAL �� -) 06 TT 1 rr ��., (D F I 0 W (T v 0 MT z W W r ^ T T Z r ZD �c 0 0 0 L T . i ''^'% W W < I 0 Q' = 0,,�6x �J �i W rrI- � J Q I - z �/ J W I_ 0 T _I M< 1� W Z rT 0 ISSUED: SCALE: REVISIONS: SHEET 12-04-17 / ,, ---' 11 F- - , --- I I I I Z ,,, i ') i ,,, � '. , - � 1. - �R��­­ 11 ­ ­ I � . / ;�Z � FV I � :; : : ; 11 il �, -;;� �� /', " ,�� ; - Y-� - : . ;14�;�, i , ,i;- i � "" "" I I � �, I ., , 1, - 1 ) , --� --1 , � ( I --��-, V ,� , if � ",- , � -- - - - � 1> ." 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Iii,.-, I ­ - -1 I mmmj ISSUED: SCALE: REVISIONS: SHEET 12-04-17 ill = 100' 16m;mL IE(3QRY 7�D *DEVELOPER TO PROVIDE CASH IN LIEU OF BUILDING AFFORDABLE UNITS. c D L '10 6 8, P, 7 ------ F?fs/DENT 0 I B� 36&, G 11 L -A PROPOSED 720'LANE TRANSITION TO EXISTING 79 7 R,- E G -&IPA (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) p 7 9 1 8' 7 R, GRfiGOR R. D B, 68 P\ AvIAGRUDE IIt8 R D E N IGR UD E t? GREG'I TIAL ........ ...... l40 tF_ 89, R 175 E r V IB. 368, b Ij 0 B 41, L Ilit G R V )VIA `UDER RESIDEN 1,41 '75 DB,368, R I9 D, G Osq- Y IV,! A R� GR G-5 I AFFORDABLE UNITS: �4 O k USING BY BLOCK I FF RDA NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE U NITS REQ. RUNNING TOTAL A 31 15% 5 5 * B 17 15% 3 8 * C 30 15% 5 13 * D 8 15% 1 14 * E 13 15% 2 16 * F 12 15% 2 18 * G 40 15% 6 24 * H 4 15% 1 25 * I 1 68 1 15% 1 10 r 1 3 ' I i 1 57 1 15% 1 9 1 A A DENSITY BY BLOCK: tRESIDENTIAL DENSITY DATA BY BLOCK CODE OF DEV. AC. CURRENT AC. CHANGE !DENSITY RANGE �PROPOSED UNITS BLOCK A 9.80 9.91" 0'-4T 31 1BLoCK B 6.76 6.71 0'-27 17 'BLOCK C 4.66 4.64 30 ............ .. ........... .. ...... . ......... ..... .......... . . . .......... �0 !BLOCK D 2.39 2.39 O�-70 - - ---------- ... note I ...... . ...... .... 2.76 2.84' 3 O�-35 13� F 1.62 1.61 0 -24 12 note 2 ....... ........ ��BLOCK G 5.62 5.66 1 13 -45 ...... .. ..... ....... 'BLOCK H 2.03 1.81' O�-12 . ......... . .. ------ �BLOCIK 1 21.90 21.57: 2 20 -90 .......... 68' .... ........ ............. ......... . ... .. ... .. .. .. .. .... ..... . ......... . . ... .. . ..... . ..... .... ... ......... . .. .. . .. .. .. .. .. .. .... .. ...................... ....... .... .. .. ..... .. ................. .. .. ;BLOCK J 31.22 31.47 30'-77 57' TOTAL 280 .......... RANGE REQUIRED BY CODE OF DEVELOPMENT .... . . ....... ----------- . .. .... .......... ......... ..... ...... . . ............... . . 275-400 .... ..... .. .. .. .... .. .. . .. 1 A PORTION OF bl_bck� b WAS bEvLb�ED AS 8 RESbt�TiAL UNITS AS PART OF PHASE 1. THE _IkEmAim b ObkTIOW OF BLOCK D THAT IS INCLUDED IN PHASE 2 IS NOT BEING PROPOSED FOR DEVELOPMENT AT THIS TIME. A MIXED-US�t ... .......... . . ......... - - ------ ......... . �BUILDING(S) MAY BE PROPOSED LATER, WHICH WOULD ADD RESIDENTIAL DENSITY. ................ ...... . . ........ .......... ---------- .. .. .. ... ... .. . ZA 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' RIG HT TU RN LAN E AN D 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) 368, R 7 9 -8 fI-19 -G I IIIC E IIL -�ABLOCK 9' 1-34 II1-25 G titG'-3Q G -31-,N 2 2,, PROPOSED 720'LANE TRANSITION TO EXISTING (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) IIF x III31 Ix G 39 I1-32\ I9" < > -5 56/7 /1-5 IY f1-2 8 A -3 ItI/f I�0 I> Nt r IAIR Yb ES I\< </ II> AN I N VE T 'N_ 7 IRESIDL LOCK ID B' 3 R 4 n, -0 - ID 8. 5, �'6< P �9 4 -2 IH H I 10 R "Pill H II4 tItt06 2821, REL PARK 14MES RICE Ick 24 _35- D8, 9 8 4,0 DB, IDB� 35,36, P�'_)' '71 I'41 tIL I'OGHES El LD t -DB, R 5. 7 9 D8, 71S El 2 tIIV, III -19-25B L I'EP K/ 'T G j 0 R, IDEN7 J-15 J-33 LO K I III-Ei J 312' -7; -3 J J J-\5,1 IItL IIIJ -29 tDW S I-10 J 28 ,F J47, 4 R'ES 0 EN :PARK IL P. 34B fIIII7- I'12 J- J-26 27 J-13 J-25, < !MP*80,55 AKDO J-2 BLO �,AREA"`BRE J-14 L L4 IPHASE 2 D J 22 TOTAL AC REAG E 0 F R1 VAN NA V I L LAG E A'HAbt I DEVELOPMENT BREAKDOWN tvtL NT BREAKDOWN' -TIP 79-26 J-15 ILD R�GGIN J-21 AC DONA AC AC ---------- 0 �BLOCK A 9.91 BLOCK A .91 !BLOCK A I_�01, R 749 s BE IDENII/Al If6,71; BLOCK B 0 OB, 1,03.1, R 209 �BLOCK B 6. I OCK B -17 ..... . .. . ............ __- -- - -- __ _---------------------------- -- - - - ­­ ---- -- ----------------------- ............ .. .. .. .. . ... . ..... .... .. .. ............... ............. .. .... . �BLOCK C 0 -'BLOCK C 4.64 -19, . ..... . ..... ......... ... ............. ...... ... ...... .... ....... ......... ... ---- -------- ------ J-18 - �BLOCK D 2.39 tBLOCK D (PARTIAL) 0.94 BLOCK D (PARTIAL) 1�45 ..... .. ... .. .. .. .. ...... .. .. ................ tBLOCK E 2.84; 'BLOCK E' �BLOCK E 0 2.84 0 I. .... ..... tBLOCK IF 1.61. �BLOCK F (PARTIAL) 0.70� BLOCK F (PARTIAL) 0.91 -- ---------- 0� �BLOCK G 5.66 �BLOCK G 'BLOCK G 5.66 .......... .......... ..... ........ .... . . ....... . . ............. .. .... ........... .. ............ .. .. .... ............ . ... . .... . .......... .. . .............. .......... .. ......... ........... ............. ... ... . ............ BLOCK H 1.81 IBLOCK H BLOCK H 1.81 ................. ........ ... .. ..... ........ 0; iBLOCK I �BLOCK I BLOCK 1 21.57 I...... . . ..... ....... .. .. . .... .. . ... > 0 BLOCK J BLOCK J 31.47 'BLOCK J 31.47 IINA, 'BL KK� 6.01 �BLOCK K IOC NA BLOCK k -47 ....... .. .. .. BE I T I? tf`V11cCLANAHAJNV ------ R/W DEDICATION ALONG RTE 250 0.14 IR/W DEDICATION ALONG RTE 250 0.14� rR/W DEDICATION ALONG RTE 250 0 ILOL 7 . ....... ...... ............... 'TOTAL 63.01 JOTAL .7 94 ITOTAL .765 I'N ENTOL . ..... RE ... .... ...... ... ........... ... . ......... IBLOC W' L PART�bF THE RIVANNA VILLAGE DEVELOPMENT, IS UNDER SEPARATE OWNERSHIP AND THEREFORE NOT PART OF PHASE 1 OR PHASE 2 DATA. t Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com I H Of, Alon G. Fronklin -0 x �* Lic, Ittlo, 35326 Ljj 10 /ONAL 06 W, LL < 0 > uj Z r) = < 0 0 u_ LLJ < In <:�> LLJ > < 0 < ry ce� Lij F_ F_ Z KEY I ISSUED: SCALE: REVISIONS: SHEET ry LLJ 0 r) m LLJ cf) CL 12-04-17 III =100' OF 62 I 12' EX. EASTBOUND LANE OR WESTBOUND LEFT TURN LANE 12' NEW EASTBOUND LANE 6' PAVED SHOULDER 12' EX. WESTBOUND LANE 2' MIN. MILL & OVERLAY VDOT STD. GR -2, TYP. MAINTAIN EX. CROWN MILL & OVERLAY EXISTING LANE WITH 2" SM -9.5A ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION TYPICAL SECTION 6' MIN. FORESLOPE 2.58' Vr)r1T CTn ((-_7 TIE TO EX. GRADE N.T.S. i r C Q ROUTE 250 IMPROVEMENTS DOUBLE LANE ADDITION TYPICAL SECTION N.T.S. , I4deo/oW CONCRETE SIDEWALK, VDOT STD. 2" SM -9.5A TYP. CG -6, TYP. 3" BM -25 6" VDOT #21A TERRAPIN LANE, CRESCENT AVENUE, CREEKSIDE DRIVE TYPICAL SECTION N.T.S. TO EX. GRADE TYP, CG -6, TYP. 4" BM -25 8" VDOT #21A ■ , �� ■ •, , i ■ ■ ■ I I I IV/'1L vLV I !VI V _ - V UV I J I U. TYP. CG -6, TYP. 4" BM -25 8" VDOT #21A I BUTTERFIELD LANE, EASTPARK ROAD, CATTAIL TRAIL TYPICAL SECTION N.T.S. 3" BM -25 6" VDOT #21A BUMPER BLOCK, TYP. CG -2, TYP. CATTAIL COURT TYPICAL SECTION Yagr ¢ZI- f LIFt Ust 2011. '.ITypicrail'Frnific (.'nTftrol Larne Closure Xtra to Two-LarneRoar4j rt)i Using Fiaggers (11gure '1" 11''-23.4)) NOTES' C-�itrclaal�e: 1 S'ign..y1,uuing, dlstunce yhY V be ?SQ' -500' rw'hert .dhe T zest c.I ,s re ri lirrrii zs 4,5 rnjrh €,r anis, and S 001-� 00, th T, laci"e e xr� yiv d a�peecl lrnai! is sir wVz', fhan 45 rnph. I r � + � v r � i ''r: J i^. 1 1 £. c.i1TTt2t Pl2 Trilr:- = zr� TC°aa d be €�ta_T s�1 bTJiYn � xb a nrr .trrE rTriii c tla. rcr>� .,_TT [G an.� r r t o t �' ti 1l t � .. t � f � � 5 ,�ht 4istancV in t7ch1 anovt Of the 17,7,ggG't M,110n Gild tralu4 tion, ra p l on tho PL)L t,'d Speedi hn l and, at least egaral iia rte ,realer Haan- the v alr.m„ in Tale ()F3. rh€ uldJ 1;,we a. clL,aY litre ?f srylii fr TT1 :ire ar'rxtalaic ��c��s er ,s in Ana'-,szgr to Met7cfrer". f) 7>� Listri: 3. �Vhare Rig11t-(&-tVaV 01' goonietcic conditions irevent the.uSe of 48" Y. 48" si:anq_, 30" E 36" gisnq may be used. Standard: 4 Flagging stations shall be located far enough in adI of the work space to permit approaching traffic to riMuce speed and/or stop before passing the work- space and allow sufficient distance for departing traffic inthe left lane to return to:thc right lane before reaching opposing traffic (see Tabic 6I1-3 on Page 611-5) 5. All daggers shall he state certitled and have their certification earn ill their possession when performing flagging duties (see Section 6E.01, llualitica#ions for 14a;ggers). 6; Cotte spacing shall be at the following, Location Posted Speed Limft (mph) 0-3661 36+ Tr�lelsiticiel Travelway Spacing 40' Q' ?. A shadow vehicle NTith at least one high intensity ninber rotating, oscillating, or strobe light shall, be parked 80'-120' iii advance of the first -work crew,: 3. A st4Tl;:nwntal flapPcr may be required in this far+:"a to giv advanc ; war dig of Ili . operation dwad by, slowing. approaching trafhV prior Its reaching ilia dagger station or queuari traffic. 9,- I1' ilIV neve (f irgr ;c-reauhes file BE PiU'P_;4r' EE; TO :ETOP (73-4)rigrF is iFae:a -17ae sa rss :sPauri�rl h : -Y1CdLIT,kSiv's; C7L:-,grv€ leC r di;ytanc:B:`i. - 10 T17),mi2 cY 171,g1N}i'Liy'-fYIfT CYtJSS17g i?:ISIS wfthin or 2psoltam q hc. IYalnfdon c'{t'va and it is ranrfcacd thfZ vcve;; Fe"C,"fhing -from the kine clos'lue w1g)lt ,xtend thri igh Yhi hig)i1t'gjrail g7'uc'.e CF'r-mYr31}y, ,the Ic7jF1_j';oPlary--2riX�atC r71'lTf E71�. ld?)A' . hoi.dd fit. exrondeL2 &o that tilla II'.1 ;2W'u0P1 aj"G'ci jWet'dc.%- the hi�kil`r4 ay'-L'20h, c.:xcas.xln� as e+ inure ZTC .56 Ibr arldnioncal inIbnrrowon, trTa;?ai ;lav". ,-ruz1, crcaxszna.s!, Standard: 11, At night, flaigger stations shall'br illuminalW, except in emerg mics (set. Section 6E,08). option: tion: 12. Concs itmx bU eliminattid whQn ii8111U,-.a pilot 1, Aiicbs ol)rration or wli c11 the total roadway - width is 20 fEel or fes: 0 1. or 1 v -v lume si uatiora ivi la slit rk r>i n tr-ight road pa's %vbQi-e IhQ Ila �r i shale to 3. h I r t >3 t wtwu ales, 1 s a t k �� road user; alltirnaclfing from both directions. a siligle flazeer. 1sor;itiond to be visible to road wws atllaroichin�z%ombotli directions,niaybe iiscd (sec Cliaptur 6E). .LUytast 2 11 Pl.r 611-53 Line Closure on a Two -Lane Rlxidway Using Tlalggers NOiiV_L 8�1DEfflj ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS DETAI L I'M T EISISI D F PAVEMENT ! i i}u dETERAiNEX? IN FfELQT TACK COAT THE PROPOS EO CONSTRUCTION JOINT EXISTING AWHALT LAYERS PROPtSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ------------------------- - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS -to EX15n O 5I.MBASE.AND REPLACE WITH PROPOSED ASPHALT VAUENING LAYERS ® PRCPOSED MINIMUM 1 Vz NCH THICK ASPHALT SURFACE COURSE ME NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ANSUT THE FULL THICKNESS OF EKSTMG ASPHALT LAYERS AS DETERMINED BY COM (SEE NOTE 3) NOTES: 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT LIESICN IN ACGUHDAWCE WITH CURRENT VUOT PRUCEUUR£S AND BE APPROVED BY THE ENGINEER, Z, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT,TiVEIING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUB5LRFACE DRAINAGE OF THE EX15TINC AND PROPOSED PAVEMENT'$Ri&L BE ADDRESSED IN THE PAVEMENT DESICN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF TIE ADJACENT TRAVEL LANE TC DETERMINE THE TYPE AND THICKNESS Of EXISTING PAYEMENT LAYERS. THESE GORES SHALL BE SPACED N4 MORE THAN 509 FEET APART, 4. THE ADJACENT TRAVEL LAVE SHALL BE MLLED-A'MMIMUM .DEPTH OF 1 t INCHES AND REPLAaD WITH AN ASPHALT _SURFACE COURSE TO MATCH' THE PROPOSED PAVEMENT'WIDENNG SURFACE COURSE, UNLESS WAIVED BY HE :ENGINEER. S. THE ENGINEERNAY RECURE THE MILIJN6 DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT CRDSS-SLOPE AND EFFECTIVE SURFACE:ORAINAGE 6, EMSTINO 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 315.05tc) OF THE.SPECIFICATIOMS EXCEPT THAT: ALL JOINTS AT TIE -1N LOCATIONS SHALL BE TESTED USING A 1D FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 313A74a) OF THE SPECIFICATIONS. F'SP F&T PAVEMENT WIDENING SREFERENCEN REFERENCE. REV 11/07 FOR tIVIDEirING SUBJECT TO TRAFFIC wa 303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 PAVEMENT WIDENING (VDOT WP -2) N.T.S. % DETAIL 17t1� G20-2 i1(i 500 r SHADOW VEHICLE REQUIRED SEE NOTE - FLAGGER STATION SEE NOTE 2 W3-4 NOTE 9 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com I H of c� v Alan G. Franklin 70 Lic, No. 35326 �, O 4✓, .n = toss / Q .. NAL ISSUED: SCALE: REVISION SHEET 12-04-17 NONE 00-s8 - - WIDTH OF I ENTRANCE HALF PLAN C''' WHEN USED IN CONJUNCTION WITH STANDARD , A, . ti_ �• CG -3 OR C0-7, THE CURE. FACE ON THIS STANDARD 15,70 SE.ADJU5FED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 6aRa`40'3 e. PARABOLIC SECTION E -E EPA SIDEWALK 'CURVE: NORMAL GUTTER _ _. _. , - _ .-: ^ ..- -- -- _ ---_. �m� 4n93`:T0108-CHANCEI CLASS A3 CH.CS.ICONC. 4?. 6" AGCR. BASE TYPE I SIZE 216 A, e" a• 12% MAk SLOPE I y_O. rg. POINT OF GRANDE- CHANGE � e. •o � e, FOR CURB AND GUTTER ONLY ----FOR SIDEWALK. CURB AND GUTTER T..x 12 X MAXIMUM INCREASE- IN SLOPE AT MINIMUM 10' INTERVALS 5HILT CQNGVRRENTLY SECTION D -D 7' x. W 3 X hE.�xIMUM DECREASE IN SLOPE. FOR FIRST k7' INTERVAL -ANG- SSECTION. 'C -C B --X MAXIMUM DEGREASE FOR 511CCEEDING "HIMLM 10' INTERVAL$ SPLCFICATJON XVD❑->" REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 (FOR USE WITH [JNRAVED SPACE BETWEEN CURB & SIDEWALK) REVISION DATE 5HEFT I _aF 1 VIRGINIA DEPRRTMEN7 OF TRANSPORTATION. OtrO3 203X32 CG�BD -OF'PED. �• � - WHEN USED IN CONJUNCTIOH WITH STANDARD CC -3 DR CC 7•THE.CURB FACE ON 7HtS LIMITS ACCESS- R©UTE N LIMITS OF PED. ACCESS ROUTE-® UNPAVED SPACE a NON -TRAVERSABLE UNPAVED SPACE 91 ORE THE WOUNTTA3LE �CURB5 C ONFIGURATION DIAGONAL PLACEMENT PEDESTRIAN ACCESS ROUTE DETAIL ADDITIDNAL RIGHT -CF WAY 15 REUR2EC F THE UN.. IT CF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND - EXISTING OR PROPOSED VDOT RIGHT,OF WAY. qg Ri EXPANSION JOINT s ^ LIMITS OF PEDESTRIAN �- - LIMITS OF`PEDESTRIANJ11,11-T71-1ER, ItI PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ;p UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT q �.An PATH CONNECTING' ALL. AGGES!EVLE ELEMENTS OF A 3pK FACILITY- THAT CAN BE APPROACHED, ENTERED AND J USED IF IDTH BHOtJLOUTEDSBEE SECTION SECTION F -F BABCK OFUCURB, MINIMUM WIDTH W6', IF OUTES C EXISTING -PRO OEC, AIAMINMUM54' BRAVER LERWIDTH 2�-D. 15 REQUIRED WITH A MAX. 2H, CROSS SLOPE_ j.. HALF PLAN C''' WHEN USED IN CONJUNCTION WITH STANDARD , A, . ti_ �• CG -3 OR C0-7, THE CURE. FACE ON THIS STANDARD 15,70 SE.ADJU5FED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 6aRa`40'3 e. PARABOLIC SECTION E -E EPA SIDEWALK 'CURVE: NORMAL GUTTER _ _. _. , - _ .-: ^ ..- -- -- _ ---_. �m� 4n93`:T0108-CHANCEI CLASS A3 CH.CS.ICONC. 4?. 6" AGCR. BASE TYPE I SIZE 216 A, e" a• 12% MAk SLOPE I y_O. rg. POINT OF GRANDE- CHANGE � e. •o � e, FOR CURB AND GUTTER ONLY ----FOR SIDEWALK. CURB AND GUTTER T..x 12 X MAXIMUM INCREASE- IN SLOPE AT MINIMUM 10' INTERVALS 5HILT CQNGVRRENTLY SECTION D -D 7' x. W 3 X hE.�xIMUM DECREASE IN SLOPE. FOR FIRST k7' INTERVAL -ANG- SSECTION. 'C -C B --X MAXIMUM DEGREASE FOR 511CCEEDING "HIMLM 10' INTERVAL$ SPLCFICATJON XVD❑->" REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 (FOR USE WITH [JNRAVED SPACE BETWEEN CURB & SIDEWALK) REVISION DATE 5HEFT I _aF 1 VIRGINIA DEPRRTMEN7 OF TRANSPORTATION. OtrO3 203X32 CG�BD REQUIRED- WITH A WAX, V. CROSS SLOPE. - - - - - WHEN USED IN CONJUNCTIOH WITH STANDARD CC -3 DR CC 7•THE.CURB FACE ON 7HtS -- 10 BE TCF[ WIDTH OF THE WOUNTTA3LE �CURB5 C ONFIGURATION DIAGONAL PLACEMENT 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, TRAT . R - I WIDTH pE ENTRANCE - � -PARABOLIC qg Ri EXPANSION JOINT s ^ LIMITS OF PEDESTRIAN �- - LIMITS OF`PEDESTRIANJ11,11-T71-1ER, ItI SHILL eE FRoU�Eo FOR PE 2" R PNORAiAI.. CUTTER � ACCESS ROUTE - - -ACCESS ROUTE ABLE SURFACEA 3pK 4000 PSI IF PRECAST. J NPAVED SPACE - --UNPAVED SPACE CHANCE •Roo o eqe. 4� 4 M,- EXISTING OR PROPOSED o4g o`p - - - - - - - - - - - - - - - sOCWAL'R`DR SIDEWALK SPACE + I I �:� PEDESTRIAN ACCESS ROUTE. - 'DETA1L SEE SEE. SHEET MOF 5 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG CURB INCLUDED IN w - .. .. EXPANSION JOINT -. - ENTRANCE GUTTER 6 - - _ - AV 12 i2 a MAXIMUM INCREASE N SLOPE AT MINIMUM 10'-HTIERVALS a- -d6 Dc FOR SIDEWALK, CURB AND GUTTER - ADDITIONAL RIGHT-CF•WAY IS REO !RED IF THE LIMITS- - BUILT -CONCURRENTLY 8 %:UAXIMLM DECREASE FORSUCCEEDINGANNUM -IQINTERYALS -w OF PECESTRAN -ACCESS 'ROUTE EXTEND BEYOND--EYJSTING - - 2011 4B SECTION D=D XV DDT _ OR-;PROP05ED. YAOT RIGHT -CF WAY. w SPECIFICATION REFERENCE ROAD ..ANO BRIDGE STANDARDS. Z VIRGINIA DEPARTMENT OF TRANSPORTATION. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 5D2 SHEET 1 OF I REVISION DATE 011?3 -:203.93 (= R w (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) SEE - a i !SURFACE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE CROSSWALK FLOW LINE Z - "° - - a '1YIOTH NOTE 4 x EN TR ANCE NOTE 4 .. i �. E CROSSWALK e., EXPANSION JOINT DESIRABLE MINIMUM 10' AESOLU7E: MINIM./M 12' I I PEDESTRIAN ACCESS ROUTES PROVIDE- A CONTINUOUS }-.•' U, - CROSSWALK ' A Y PATHCONNECTING.ALL QAC ESSIBLEEFIRM AND SELEMENTS OFLIP A. � a n• e' FACILITY- THAT CAN BE APPROACHED, ENTERED' AND-`'+�' p: • ti.•-'�:- - EDGE: OF 'PAVEMENT. - m 4 gy € ;` `` USED BY PEDESTRIANS. ' loco qac ~~ ( 1 ~~ A x IF PEDESTRIAm ACCESSROUTES N ARE BEING # HALF PLAN PROVIDED.A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION 6-3 CC -12 GENERAL NOTES - 1 -THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.. 2. DETECTABLE WOM94G Tfl BE CLASS A 3 CONCRETE (CLASS A-4 IF. PRECAST). WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE --FULL WIDTHOF THE RAMP FLOOR BY 2 FOOT IN LENGTH.IN THE DIRECTION OF PEDESIRtAN TRAVEL, OTHER TYPES OF MATERIAL WITH, THE TRUNCATED DOMES.QETECTABLE WARNING MAY BE USED WITH THE APPROVAL -OF THE ENGINEER 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR DY USING PERMISSBLE CONSTRUCTION JOINT WITH REOLARED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST RE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL HE CLASS A -4-- S. REQUIRED BARS ARE TO BE HK 5 X 8 PLACED 1 CENTER TD CENTER ALONG BOTH SIDES OF THE RAMP FLUOR, MIA DEPTH --OF RAMP FLDQR. MINIMUM CONCRETE COVER iYZ`: 6. CURB I CURB.. AND GUTTER SLOPE 7RAHSIT104S ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CUSS t CURB AND GUTTER 7, CURET PAWS ARE TO BE LCCAfEC AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THEY. ARE TO BE PROVIC€D AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY'FACiLITY CROSSES A CURB REGARDLESS CF WHETHER .SIDEWALK 15 EXISTING: PROPOSED, OR. NONEXISTENT. THEY MUST 13E LOCATED WITHIN PEDESTRIAN CROSSWALKS AS -SHOWN ON PLANS OR AS DIREGIED 13Y THE ENGINEER, AND SHOULD NOT BE. LOCATED BEHIND- VEHICLE STOP -LIN --S, EXISTING LIGHT POLES, FIRE 4Y*ANTS, DROP INLETS, -ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS JN0ESTRUCTED, STABLE, FIRM AND SLP -RESISTANT PATH CONNECTING ALL SIB ACCESLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED,E47ERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL fUR. TANGENTIAL SECTIONS PROVIDED THAT ATTHE L7TH SLOPE. PENING ATSTHECONNECTIOIN ED WITHIN TOF THEHE TCURB :OPEN NG S OF THE SsWAL}S-:AND -PERPENDICULAR 70 THE CURB. 9. ACCtl MODDATTER EHE TURNINGTE KRE9U1IS REMEINTS CKWHEN OF.ANTTICPANED AHEAVY OE T USC NOT TRAFFIC, REFER TO -STANDARD CG -?3, COMMERCIAL E47RAN07 (HEAVY - - - TRUCK-TRAFFIC)EOR CDNCREI.E DEPTH. - - 10. WHEN CURB RAMPS ARE USED iN.CON.IVNCTtOH WITH A -SHARED USE PATH, THE MINIMUM -WIDTH--SHALL -BE THE -WIDTH OF THE SHARED .USE PATH 11• WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSNNGS (DIAGONAL), -A 4'. 4' LANDING AREASHALL BE PROVIDED TO MANEUVER -A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAT. THIS 4'-.x 4' LANDING AREA MAY INCLUDE THE GUTTER -PAN. , TYPE A PERPENDICULAR R , r rr,.rrr r1�r 111. �\rrrS�j���'1�GNr.N"� A T. HIGHER THAN F PAVEMENT - ,.DAME AS 7 -Cf- OF CURB: TYPE G PARALLEL & PERPENDICULAR. SIRE TRVtiCAIED OQME O2. "ALL CASES WHERE CURS INTERSECT A. RADIAL SECTION OF "'.c -c CURB AT ENTRANCES OF STREET CONNECTIONS THE DETECTABLE --� -o :WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD { p S- Q 0 � +MOOIFED. AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE ®ACK' OF CURB. - 4 4 c]_ D- O O O Q R C 0_ �-_ - cloc sto oQOQ 74 LANDING RAkIP + Q Q Q Q Q. Q Q O G, Q Q Q Q- Q C, ;p C7 Cj- C V O 4 C C7 4. Q O 4 R 4F Sa -,y - w aa0oa00C0000r,00 :DET E:WARNING 4 ... 50;C TOP 65X OF BASE DIAMETERq, 0 O R a _a 0 0 a 0 Q 0 C 0 C7 AT SACK OF CVRH - SEE Ni - 8A,E CiAMETER.VARIABLE FULL WIDTH OF RAA*' FLOOR TRUNCATED DOME PAY LIMITS DETECTABLE WARNING (DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ADT CG -fit DETECTABLE WARNING SURFACE SPEI FEF. RENCE ROAD AND BRIDGE STANDARDS REFERENCE 511EEI IOF'S 1 REVISION DATE (GENERAL NOTES) 1Qb 2173.05 7fti VIRGINIA. DEPARTMENT OF TRANSSPDRTATION 5B2 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 SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. 0 0 411 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 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. 6" CURB & GUTTER (VDOT CG -6) SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 6" CURB (VDOT CG -2) SEE NOTE An P-047 8 / SECTION N.T.S. N.T.S. N.T.S. REQUIRED- WITH A WAX, V. CROSS SLOPE. - - - - - WHEN USED IN CONJUNCTIOH WITH STANDARD CC -3 DR CC 7•THE.CURB FACE ON 7HtS -- 10 BE TCF[ If DOWELS, 8" LONG I: PERMISSI C�,, E - - THE WOUNTTA3LE �CURB5 C ONFIGURATION DIAGONAL PLACEMENT 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, E UNPAVED I- �- SIDEWALK -SPACE_ -PARABOLIC 4000 PSI IF PRECAST. -SPACE CURVE 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ItI SHILL eE FRoU�Eo FOR PE 2" R PNORAiAI.. CUTTER � _______ -xx SURFACEA •",D"TOR]k 4000 PSI IF PRECAST. SECTION C=C o CHANCE •Roo o eqe. 4� 4 M,- a o4g o`p T _ 6" -AGGREGATE BASE �-CLASS. A3 �CH,E:S:ICONC. I I i•YPE I SIZE 2113 � SEE SEE. SHEET MOF 5 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG & POINT OF [RADE CHANGE: •.n-, d. .: q. MAX; SLOPE . .. .. FOR CURB AND CUTTER ONLY- 5' p" MIN . 3" J4° FOR DETAILS - AV 12 i2 a MAXIMUM INCREASE N SLOPE AT MINIMUM 10'-HTIERVALS a- -d6 Dc FOR SIDEWALK, CURB AND GUTTER - % x M 3 X MAXIMUM DECREASE IN SCOPE FOR FIRST IG•INTERYAL AND. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" BUILT -CONCURRENTLY 8 %:UAXIMLM DECREASE FORSUCCEEDINGANNUM -IQINTERYALS R SECTION A -A 2011 4B SECTION D=D XV DDT .. -g WIN � STANDARD D ENTR-AN;CE GUTTER SPECIFICATION REFERENCE ROAD ..ANO BRIDGE STANDARDS. VIRGINIA DEPARTMENT OF TRANSPORTATION. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 5D2 SHEET 1 OF I REVISION DATE 011?3 -:203.93 CC -12 GENERAL NOTES - 1 -THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.. 2. DETECTABLE WOM94G Tfl BE CLASS A 3 CONCRETE (CLASS A-4 IF. PRECAST). WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE --FULL WIDTHOF THE RAMP FLOOR BY 2 FOOT IN LENGTH.IN THE DIRECTION OF PEDESIRtAN TRAVEL, OTHER TYPES OF MATERIAL WITH, THE TRUNCATED DOMES.QETECTABLE WARNING MAY BE USED WITH THE APPROVAL -OF THE ENGINEER 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR DY USING PERMISSBLE CONSTRUCTION JOINT WITH REOLARED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST RE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL HE CLASS A -4-- S. REQUIRED BARS ARE TO BE HK 5 X 8 PLACED 1 CENTER TD CENTER ALONG BOTH SIDES OF THE RAMP FLUOR, MIA DEPTH --OF RAMP FLDQR. MINIMUM CONCRETE COVER iYZ`: 6. CURB I CURB.. AND GUTTER SLOPE 7RAHSIT104S ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CUSS t CURB AND GUTTER 7, CURET PAWS ARE TO BE LCCAfEC AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THEY. ARE TO BE PROVIC€D AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY'FACiLITY CROSSES A CURB REGARDLESS CF WHETHER .SIDEWALK 15 EXISTING: PROPOSED, OR. NONEXISTENT. THEY MUST 13E LOCATED WITHIN PEDESTRIAN CROSSWALKS AS -SHOWN ON PLANS OR AS DIREGIED 13Y THE ENGINEER, AND SHOULD NOT BE. LOCATED BEHIND- VEHICLE STOP -LIN --S, EXISTING LIGHT POLES, FIRE 4Y*ANTS, DROP INLETS, -ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS JN0ESTRUCTED, STABLE, FIRM AND SLP -RESISTANT PATH CONNECTING ALL SIB ACCESLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED,E47ERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL fUR. TANGENTIAL SECTIONS PROVIDED THAT ATTHE L7TH SLOPE. PENING ATSTHECONNECTIOIN ED WITHIN TOF THEHE TCURB :OPEN NG S OF THE SsWAL}S-:AND -PERPENDICULAR 70 THE CURB. 9. ACCtl MODDATTER EHE TURNINGTE KRE9U1IS REMEINTS CKWHEN OF.ANTTICPANED AHEAVY OE T USC NOT TRAFFIC, REFER TO -STANDARD CG -?3, COMMERCIAL E47RAN07 (HEAVY - - - TRUCK-TRAFFIC)EOR CDNCREI.E DEPTH. - - 10. WHEN CURB RAMPS ARE USED iN.CON.IVNCTtOH WITH A -SHARED USE PATH, THE MINIMUM -WIDTH--SHALL -BE THE -WIDTH OF THE SHARED .USE PATH 11• WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSNNGS (DIAGONAL), -A 4'. 4' LANDING AREASHALL BE PROVIDED TO MANEUVER -A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAT. THIS 4'-.x 4' LANDING AREA MAY INCLUDE THE GUTTER -PAN. , TYPE A PERPENDICULAR R , r rr,.rrr r1�r 111. �\rrrS�j���'1�GNr.N"� A T. HIGHER THAN F PAVEMENT - ,.DAME AS 7 -Cf- OF CURB: TYPE G PARALLEL & PERPENDICULAR. SIRE TRVtiCAIED OQME O2. "ALL CASES WHERE CURS INTERSECT A. RADIAL SECTION OF "'.c -c CURB AT ENTRANCES OF STREET CONNECTIONS THE DETECTABLE --� -o :WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD { p S- Q 0 � +MOOIFED. AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE ®ACK' OF CURB. - 4 4 c]_ D- O O O Q R C 0_ �-_ - cloc sto oQOQ 74 LANDING RAkIP + Q Q Q Q Q. Q Q O G, Q Q Q Q- Q C, ;p C7 Cj- C V O 4 C C7 4. Q O 4 R 4F Sa -,y - w aa0oa00C0000r,00 :DET E:WARNING 4 ... 50;C TOP 65X OF BASE DIAMETERq, 0 O R a _a 0 0 a 0 Q 0 C 0 C7 AT SACK OF CVRH - SEE Ni - 8A,E CiAMETER.VARIABLE FULL WIDTH OF RAA*' FLOOR TRUNCATED DOME PAY LIMITS DETECTABLE WARNING (DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ADT CG -fit DETECTABLE WARNING SURFACE SPEI FEF. RENCE ROAD AND BRIDGE STANDARDS REFERENCE 511EEI IOF'S 1 REVISION DATE (GENERAL NOTES) 1Qb 2173.05 7fti VIRGINIA. DEPARTMENT OF TRANSSPDRTATION 5B2 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 SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. 0 0 411 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 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. 6" CURB & GUTTER (VDOT CG -6) SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 6" CURB (VDOT CG -2) SEE NOTE An P-047 8 / SECTION N.T.S. N.T.S. N.T.S. CROSSWALK AREA, CG -12 DETECTABLE WARNING SURFACE sREFERENCE �V00T ROAD AND BRIDGE STANDARDS REFERENCE -SHEET 3 OF -5. REVISION DATE TYPE B (PARALLEL). APPLICATION 105 203.D7 7,111 VIRCINIA DEPARTMENT OF TRANSPORTATION Sfl? Z W W ICVDANISION JOINT VVI\UIIY41 PLAN r- 1 1/" I1FFp r..r1NITRA(-TI(1N/-r'.npp SECTION IOTH TROWELED EDGE; JAL D BROOM FINISH; TYP. I- L-FIF LIVDICULAR TO DIRECTION OF TRAVEL 1%2" EXPANSION JOINT W/ 1�2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN, SECTION P-019 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���i H OF v y Alan G. Franklin Lic, No, 35326 o w. F`ss f o NAL Z C� LL � W 0 � Z J /r _ N � W > Q \ _ / Z O a O LL z w Z J <zQ oQm o06 >Q w J Q H Z ISSUED: SCALE: REVISION SHEET 12-04-17 NONE NOTES: A. 4' 54EwALIs 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. If DOWELS, 8" LONG I: PERMISSI C�,, E - - NOTES: DIAGONAL PLACEMENT 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, Iz�l-Id,UC.� 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 411 4000 PSI IF PRECAST. _ S, - 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ® SHILL eE FRoU�Eo FOR PE 2" R 3. CURB HAVING A RADIUS OF 300 FEET OR LESS 21i 51i SURFACEA ~~• BUFFER STRIP 4000 PSI IF PRECAST. (ALONG FACE OF CURB WIL BE PAID FOR AS COURSE 8 IEEE RAILER � IEEE TABLE) T _ RADIAL CURB. LRUWCATED DORIES i``1-�'- '�.3�- SEE PLANS SEE SEE. SHEET MOF 5 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG I `" 5' p" MIN . 3" J4° FOR DETAILS FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. SRAPE TO MATCH FACIE- ACE OF ROADWAY -CURB - OF io 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" BACK OF'GURB- 4B :1- I _ R STRIP --. 2011 4B e .. -g WIN (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) I 1 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" rMIN,- SECTION A -A IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE (= R i SURFACE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) SEE - a i !SURFACE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE CROSSWALK �Q "° - - I IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE 4 OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENTIn- NOTE 4 -+ '+- CROSSWALK e., p " ! t L L �_ ✓ v I I WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. - CROSSWALK ' A IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. SURFACE, m 4 gy € ;` `` OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT ~~ ( 1 ~~ • i !BASE j SLOPE. # _'� f BASE, IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN ! ° t L I, L INCREASE IN DEPTH, % 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS _ GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED j SUBBASE 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. - IS 40 MPH OR LESS ON RURAL HIGHWAYS AND E ! I ' ` ` I - I l M� ., SUBBASE ' 45 MPH OR LESS IN DEVELOPED URBAN AND LE- I a, n [tillSUBURBAN 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING ° - w ~ _ 9- . „• ' AREAS. IF THESE DESIGN SPEEDS ARE M, BARRIER CURB, THE TRANSITION IS TO BE MADE WITHINi1 �d I, 3 1 i EXCEEDED STANDARD CG -3 IS REQUIRED. 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. UNDISTURBED SOIL A 6" CURB (VDOT CG -2) 4" CURB 20SECTION P-048 8 SECTION P-002 N.T.S. N.T.S. CROSSWALK AREA, CG -12 DETECTABLE WARNING SURFACE sREFERENCE �V00T ROAD AND BRIDGE STANDARDS REFERENCE -SHEET 3 OF -5. REVISION DATE TYPE B (PARALLEL). APPLICATION 105 203.D7 7,111 VIRCINIA DEPARTMENT OF TRANSPORTATION Sfl? Z W W ICVDANISION JOINT VVI\UIIY41 PLAN r- 1 1/" I1FFp r..r1NITRA(-TI(1N/-r'.npp SECTION IOTH TROWELED EDGE; JAL D BROOM FINISH; TYP. I- L-FIF LIVDICULAR TO DIRECTION OF TRAVEL 1%2" EXPANSION JOINT W/ 1�2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN, SECTION P-019 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���i H OF v y Alan G. Franklin Lic, No, 35326 o w. F`ss f o NAL Z C� LL � W 0 � Z J /r _ N � W > Q \ _ / Z O a O LL z w Z J <zQ oQm o06 >Q w J Q H Z ISSUED: SCALE: REVISION SHEET 12-04-17 NONE B STRIP A. 4' 54EwALIs 5' MM If DOWELS, 8" LONG I: PERMISSI C�,, E - - s'+A11 DIAGONAL PLACEMENT AT - CONSTRlIC714N Ar 72"--C-C 8'. MIN. DONT Iz�l-Id,UC.� 4�uxa- _ S, - 12=12 MAX -Z ® SHILL eE FRoU�Eo FOR PE OUTS@E OE TRAVELWAT - 12:1 MAX- M -mTHN THE -W KEo CR0s`*AK AREA: �""-`�` WITH ~~• BUFFER STRIP IEEE RAILER � IEEE TABLE) 1.a J.t�tx LRUWCATED DORIES i``1-�'- '�.3�- 4'M1R SEE SEE. SHEET MOF 5 FOR DETAILS 5' p" MIN . SRAPE TO MATCH FACIE- ACE OF ROADWAY -CURB - OF BACK OF'GURB- 4B :1- -- - - WITH BUFFER STRIP --. 2011 4B .. -g WIN 1 -[ rMIN,- SECTION A -A WITHOUT BUFFER 'STRIP PERMISSIBLE Y - _ - CROSSWALK JOOIIMN6TRIOCTION O I SECTION- 3=13 -+ '+- CROSSWALK e., I I - A 4,11WARE L,NmIIND ARE MTSOE CF T=r'C*AY SHALL 6E. PROVIDED FOR- CROSSWALK ' �r P,T.N "ICIII.AR CRD55WALIf - ItFFE Tc tAR CR ENERAL ND7 ES ON- THE DETECTABLE WARN NOTES: FOR GN'D SEE SHEET NOF 5. SURFACE, CIi055W71LN A9fA THE REOUIRED LENGTH OF A PARALLEL RAW TYPICAL.:PLACEMENT IS LIMITED TO 15 FEET; REGARDLESS OF THE AT INTERSECTION SLOPE. WITHIN CRpSSWALMe DLII CROSSWALK AREA, CG -12 DETECTABLE WARNING SURFACE sREFERENCE �V00T ROAD AND BRIDGE STANDARDS REFERENCE -SHEET 3 OF -5. REVISION DATE TYPE B (PARALLEL). APPLICATION 105 203.D7 7,111 VIRCINIA DEPARTMENT OF TRANSPORTATION Sfl? Z W W ICVDANISION JOINT VVI\UIIY41 PLAN r- 1 1/" I1FFp r..r1NITRA(-TI(1N/-r'.npp SECTION IOTH TROWELED EDGE; JAL D BROOM FINISH; TYP. I- L-FIF LIVDICULAR TO DIRECTION OF TRAVEL 1%2" EXPANSION JOINT W/ 1�2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN, SECTION P-019 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���i H OF v y Alan G. Franklin Lic, No, 35326 o w. F`ss f o NAL Z C� LL � W 0 � Z J /r _ N � W > Q \ _ / Z O a O LL z w Z J <zQ oQm o06 >Q w J Q H Z ISSUED: SCALE: REVISION SHEET 12-04-17 NONE B STRIP 4' 54EwALIs s'+A11 DIAGONAL PLACEMENT z _ 4' 19WTIE.4WOI h ,]F TLWAT AJT gILIE N4.ARP„M RAVE F A V BDING GUME LAN. AREA GIRO Nx SHILL eE FRoU�Eo FOR PE OUTS@E OE TRAVELWAT )(NTH BUFFER STRIP -mTHN THE -W KEo CR0s`*AK AREA: _SHALL BE PROVIDED FOR .PERPENDICULAR CROSSWALK etiD55W�K '11THA THE MARKED CROSSWALK AREA, CG -12 DETECTABLE WARNING SURFACE sREFERENCE �V00T ROAD AND BRIDGE STANDARDS REFERENCE -SHEET 3 OF -5. REVISION DATE TYPE B (PARALLEL). APPLICATION 105 203.D7 7,111 VIRCINIA DEPARTMENT OF TRANSPORTATION Sfl? Z W W ICVDANISION JOINT VVI\UIIY41 PLAN r- 1 1/" I1FFp r..r1NITRA(-TI(1N/-r'.npp SECTION IOTH TROWELED EDGE; JAL D BROOM FINISH; TYP. I- L-FIF LIVDICULAR TO DIRECTION OF TRAVEL 1%2" EXPANSION JOINT W/ 1�2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN, SECTION P-019 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���i H OF v y Alan G. Franklin Lic, No, 35326 o w. F`ss f o NAL Z C� LL � W 0 � Z J /r _ N � W > Q \ _ / Z O a O LL z w Z J <zQ oQm o06 >Q w J Q H Z ISSUED: SCALE: REVISION SHEET 12-04-17 NONE Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com OF V,�c 71 Alan G, Franklin Lic, No, 35326 Lu O c�, NAL 1 06 LL 0 W � z m � W J > z Q _ � cL a. ZD F- ry < 0 0 0 0 LL w � Z -I Q � G7 --� w 0m <C J 0 Q cr w <t ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PO H OF, Alan G. Franklin Lic, No, 35326 LAJ NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: MOW OF 62 ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H OF V �c Alen G. Franklin Lic, No, 35326 4, o 4Aj F`ss / o NAL 2 C� LL- 0 iCn w 0� Z J /P' mJ (D N Of wJ� z Q—� J oQ0 � ,zo �w z J Q �z� J oQm o>Q OfW J Q H Z KEY �l p i ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: [•y'.1:141 GRA VEL LIMITS OF NEW PAVEMENT, TYP LIMITS OF OVERLAY, cb DOUBLE YELLOW ST�PI E "-A . .............. )) / YELLOW STRIPED( E PA VED -49.10 LFOFF 15` CIP @ 4.71% 40' 80' INTERSECTION INV. 360�81 AHEAD SIGN -51GIV --------------------- — ----- — — — — —--- — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 33+00 33+ 1.87 12'+ U.S. ROUTE 250 (55 MPH) ------------------------ 0 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com I H 0,, - Alan G. Franklin Lic, No, 35326 <01 NAL ISSUED: SCALE: REVISIONS: � SHEET 12-04-17 1"=20' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com T H OF V/�c ,v v, Alan G. Franklin Lic, No, 35326 w NAL 06 T Z T T r� V Q az j _ m � LL1 Q Q � � = z 0 a ZD 0U o Z -I < < Q I w c) > m < o_ < rc 06 w W Q z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com Alon G. Fronklin Lic, No. 35326 F`ss ` o NAL KEY Tm ! ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alae@alanfranklinpe.com Alon G. Fronklin Lic, No. 35326 w o F`ss, Q NAL ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' OF 62 ►la n Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H Or- Alan F Alan G. Franklin Lic. No, 35326 w o 4'j, FSS I NAL _ 06 LL CtsIse W C) Q O z m � �Jry N w � z Q Q � _;0 j CL CL rroO 0 0 O LL z W Z -I < d r)00 � r 00-111.1 < w 0 > m <C I O <C Ir 06 w F - <C F - z KEY ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET 16M • ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF 71 Alan G. Franklin � Lic. No, 35326 4j sS�QNAL 06 0 r u- UIse W C..) Q 0 z m 0 N � � W J z W, < Q � � = z 0c < 0 D 0 0 0 Z -I < dnroo � Jz o000 -1N < Wm Q 0 Q W flc z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 161MON AMENITY SPACE ROBERT LIVENGOOLJ \►. / '� RESIDENTIAL . 575, Fpm 609 MP 79-25C / DAMS WILLIAMS RESIDENTIAL DB. 4207, P. 348 I/ \ a ✓ 40 \ LOT J-10 j CG -6, TYP �.. f; �mi, mm 1 0 4,400 SF ! - z l LOT J-11 AMENITY SPACE TMP 79-26 DONALD RESIDENTIAL DB. 10317 P Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com I H Of 'k7� c� v Alan G, Franklin Lic, No, 35326 w Fss / 0 G NAL Z 0 LL U) W 0 z m � N � W J z _ Q <C J = z � 0 ::D 0 0 0 Z -I < Q CL --� W C)co Q —.11 0 < IIXw aC z ISSUED: SCALE: REVISION SHEET 12-04-17 1"=20' ►Ian 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 w FSS ` 0 NAI. W r W o - j z 1200 N > w < Ix < o O O Z -I < Q Q I uj D m < O < w F- F- KEY - F - KEY ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' 67�L LOAM • 370 360 350 340 3 3 3 3 3 3 PVI STA = 11+10 PVI ELEV = 379.73 10+00 11+00 12+00 13+00 14+00 15+00 16+00 BUTTERFIELD LANE PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1 "=10' V _f .,.,,........_...__.—.._,_...,_ ................. .....__.... ..._._...__... , , j................._...... ._..f__ .............� ..,,.,..,..,.., ..._ . .. r .,..,..,..,..,..,.., .,.. _. _....._...... _.,. `...........,__............,........,... i 4 f i O I j _.f .. _ ., ...................,..........._.........._.___.. ..,............._,...,,.,,...,,. _... ......, e .. . _ ,......... �........ j LP. ELEV = 353.85 L.P. STA = 18+45.92 PVI STA = 18+3Q f PVI ELEV = 353.00 A.D. = 5.20 K6 .51 137.90' VG I ; DESIGN SPEED = 25MPH ... _..._._. .___ ____ .,,,,,.,,.,,.,. I ......................... _____._..,.. ..... .._._....__.........,................._._........._.,.,.7,.._..,,.,,,,,,,.,.,_..._._,.........._.,......_... i � i 00 m €� _... ! i i +W W 70-mmi--. t €p __...._ _..__..__._ —' L '-jLO-- f N......______ ____.__...___.___ _. EXISTING ...___._. . _ ...... _.___ .. _ -------------._......__.._._._--------- _�____-- _ -._.___�. 00._._- .- J `t > ___n z J -__.______---_._..._._ QmJ _ --- ____-- - € r PROPOSED G ADE i 00 "� H r m ri`t > 00 Q E- m N w U rn J F- > iWO J + ¢ O J W ( Q W S) W h -------- - ------- -_ __. --- i - 0 w -- _2. Imo <o n E r 50 --- __ _ ... ___ _____ . __ _. _ _ , ____.. ___ __ _ _ ..__ ... __ - .-- __ Ow 0 c!J 0 > i ii I i C W t .............._. ...._.. _.._ _ t .._._.. -------- — ____ __... ...... _._.,,..,._,......, .___. _ .—.-------- —_____ ---------- ,.......--- ..._._........._,.,..,�......,..._. ... — 0 d 00100 .' I CS') �i� N 00i� pp �IOa d m1N (I� N€� Ln NiN 00 Cc) �(rn Q0 ao 00 S� 00 �,0 I� O d O O 00 �I °�° �' rn I� �'`� 0! � � c9 �I,' CS? �€,'n CO Lf)tf) m L.0 r� d aim cYi m tS� SIC) m d m m tf) d Lf): m! !, d �'tt? c`� d d LO If) m a �( ``�' �,� m; m c�; �,y c� m m t,.? c� m m c') cy) m (y) m cy m --------------- 17+00 ..._.._- ---____--_.___.__ -- _..----------- ------------ -_ 18+00 . ----- --_-- _____-- ------____-- ____- ---____-----____-- -i__ 19+00 ____ _-- i -------____--__.____. BUTTERFIELD LANE PROFILE; STA. 16+60 - END SCALE: 1"=20' H; 1 "=10' V 0p 191:114 370 O m co m PVI STA = 10+75 PVI ELEV = 376.15 390 350 340 23+00 24+00 VILLAGE AVENUE - CONTINUATIONPROFILE SCALE: 1"=50' H; 1 "=10' V 390 370 340 10+00 11+00 12+00 13+00 14+00 15+00 CRESCENT AVENUE PROFILE SCALE: V=20' H; 1"=10'V 911:161 350 W ItM c REG 9 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF 71 Alan G. Franklin Lic, No, 35326 w <01 NAL IISSUED: SCALE: REVISION SHEET 12-04-17 1"=20' 390 M 370 360 350 51 3 191 3 3 K TERRAPIN LANE PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V L.P. ELEV = 369.32 PVI STA = 20+90 PVI ELEV = 388.04 A.D. = -4.00 K = 12.50 r7n nn] vrr 370 350 340 WX 00 LO m 17+00 18+00 19+00 20+00 21+00 TERRAPIN LANE PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1"=10'V PVI ELEV = 360.43 A.D. = 4.00 K = 26.00 PVI ELEV = 362.63 A.D. = -6.05 K = 13.22 Qr) nn, yr L.P. STA = 14+33.93 PVI STA = 14+00 PVI ELEV = 353.51 A.D. = 6.05 r, f .N 70 m 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CATTAIL TRAIL PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10W u 0 a PIN 006 c Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com pA_i H OF' y/�c Alan G. Franklin Lic, No, 35326 u, fi`ss j O NAL Z C� LL (n w 0� Z J /r _ N J � WJ> Q -� :3Z% z a Z:) o Q o LL z w Z J ry Jz� oQw o?m 66S.—WoQ W J Q F -- Z KEY ISSUED: SCALE: REVISIONS: SHEET 12-04-17 1"=20' OF 621 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com A�T N Alan G. Franklin Lic, No. 35326 u, o �., , o NAL 0<) LL W U < 0 z Jcr- _ m C:3 W Q = z CL ZD Ix 0 0 U ILL z W Z -I Q 4< W D � Q _J 0 Q crW J Q z KEY r� ISSUED: SCALE: REVISION W J 12-04-17 1"=20' SHEET OF 62 390 380 370 360 350 O Lp CATTAIL COURT PROFILE - PRIVATE 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 clan@alanfranklinpe.com T H OF V Alan G, Franklin Lic, No. 35326 , (nss _ r Q NAL 106 CIS W U � O z m 0 U) wJ> w (J)r Q � = z 0 ZD nro Ix O 0 U ILLw C) z Z I <� �t O CL <75; W 0 m < O Q IX w W �C ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: PVI ELEV = 376.73 L.P. STA = 15+85 A.D. _ -8.00 PVI STA = 15+75 ------------ -. K = 12.50 PVI ELEV = 370.13 ___------ ___ ____ . __ _. ------- _ _ _ t i 100.00' VC DESIGN S00 PEED = 20' MPH i t i K = 10.00 E i E PVI STA = 10+60 € i 60.00' VC PVI ELEV = 362.73 DESIGN SPEED 20 MPH 011 = A.D. 2.00 i c0 M E _- ----- ___ ----- _-__-__-__ 34.00'VC EXISTING GRADELO � co DESIGN SPEED = 20 MPH € PROPOSED GRADE > > w > w r+ i Q o E i uj +LO E f > > W > 1 I ty i E f 380 •lRy`I{•I I w t'/ ~ --_--; LLJ w ui i, 0% �___..____.____________ __,_...---------- ---------------- 7 1J -f 2.00% _ t TfT i �__ _____T___ --__________ _____ --_-_-__-__ _______-__ _..___-----_-__ 50 f m apfcv d c� i mfco Nim i comE%m t �'m � m c0 E �,IM ` c01m �m i cpm i mfc� � mics i �';m i miir ( ( m� Nfrn i ti �r m � N c� i m m; � ch c� ! tet; cY? f `� �n; c� d ca d co m rn 00 `� m Cn t N oo O i N N ( m d j r+ lf) ( Lt7 rn O < //� I C) r- f - '^ C4 Imo-' �/� f m 00 �/� DD Cn i Q rn A� r, N A� O d A� c I m tib N r+ O ( f C� ; rn ti ( C 7 ti 00 d m 00 co c9 00 00' t o € L6 m r-: I t.n ti C4' 4 til ; m d ( (h m N ; N LO rl 14 co CO ( Q 67 : O zQ 00' O m o o6 �-I 06 i Lf) CSI, Ln mtO �;O CU i m`O Cfl mICD /� to mlra cti' CO m(m VV` CO m'm �i (fl m;m W. m cc \Y m O 00 CU( cy) m 1� cy) c� 1_i c) 1�i m A� 1'i mIr �( mIU �I mfr �i mIr m(�` coiN C�` c) C7 � I..� C7 �i m r A 1�' cy) 1'^I C'7!~ �t C�I�` m ~ C7 �` CQ7 r Mi m .m m m m m co m c� c� co co (� c� m m cri ;cri co Im ch m m 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CATTAIL COURT PROFILE - PRIVATE 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 clan@alanfranklinpe.com T H OF V Alan G, Franklin Lic, No. 35326 , (nss _ r Q NAL 106 CIS W U � O z m 0 U) wJ> w (J)r Q � = z 0 ZD nro Ix O 0 U ILLw C) z Z I <� �t O CL <75; W 0 m < O Q IX w W �C ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com ALT H OF V7�c Q Alan G. Franklin Lic. No, 35326 w 0 w, F`ss / 0 NAL ISSUED: SCALE: REVISIONS: 12-04-171 1"=20' SHEET OF 62 W F 0 a Ile Q 0 z z < m r N W J = >CL z cic 0 D 0 c.� 06 u- LLI <r z CL Q : o " < w < c m oc Q 0_< �c w aC ISSUED: SCALE: REVISIONS: 12-04-171 1"=20' SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com i H OF v ,> Alon G. Fronklin Lic, No. 35326 U, ILOo NAL _ O .1 ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET OF 62 06 r H U W o � z _ Q 120 o r N W � � Q CL 0 < ZD~ o 06 ILL ? w o Z Q I cc z w< o m 1171, < > o_Q ry W W �c Z O .1 ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET OF 62 Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com I H OF Alan G. Franklin Lic, No, 35326 o 4Q F`SS, 0 NAL KEY W -17 LL 0 W 0z -I _ <t m 0 � L J > �- W <C °- Z 0 0 U 06 LL c� w o <C r <t :Lu - 0 --. <C r')> co ry <C C'3 0 cr 06 w — F— F— F— ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: 640111:111:0 OF 62 BN klan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com p_ pr'�qj IH 70 Alan G. Franklin Lic, No, 35326 w ^A <6 1� /0 I<S..NAL r) F_ J F_ ZD 66 ISSUED: SCALE: REVISIONS: SHEET 12-04-17 1"=20' Maw* 0 10, 20' 40' 80, 49.10 LF OF 15`1 CIP @ 4.71% PHONE PED LIMITS OF OVERLAY, TYP INTERSECTION AV. 360.81 AHEAD SIGN DOUBLE YELLOW ST R�PE FT YELLOW STRIPED G64 S/G/Y� 4 VED PA VED, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 4iL - — — — — — — — — — +41�1 — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — ----- — — 30+00 31,+ 0 0 32400 33+00 33+81.87 U.S.-,ROUTE 250 (55 MPH),, — — — — — — — — — — — -- -----_------------------ ---------- ------- --------------- ---------- o MAILBOX - --- - - --- - — - - - - - - - - - - ........ . . . . ...... __77 INV. 364,23 A L INV. 363.62 -7 7 . . . . ......... ..... . . .. . GRA VEL (10) MAILBOXES FIBER OPTIC - POST, - 31.2 LF OF 12" 01* EXTEND EXISTI�G CMP @ 194% 15" CIP PIPE,8 L\F INV. 363.50 o LIMITS OF NEW01* PAVEMENT, TYP TMP 80-58 JAMES RICE BN klan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com p_ pr'�qj IH 70 Alan G. Franklin Lic, No, 35326 w ^A <6 1� /0 I<S..NAL r) F_ J F_ ZD 66 ISSUED: SCALE: REVISIONS: SHEET 12-04-17 1"=20' Maw* klan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PA,l H OF Alon G, Franklin Lic, No, 35326 4j 10 <1\ N A L KEY ISSUED: SCALE: REVISIONS: 12-04-171 1"=20' 1 SHEET OF 62 0< Lr) I 0� CN W> < F- 1 > 7 F- ry< 0 0 L) 66 u- LLJ o 7F < I ry <uj < 0 co fly < > -j 0 < IX 06 UJI W aC KEY ISSUED: SCALE: REVISIONS: 12-04-171 1"=20' 1 SHEET OF 62 Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF V/�c Alan G. Franklin 50 Lic. No, 35326 Uj Fss ! O �G NAL KEY ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET 06 LL � W Ise < �z j _ z QCN m w > �- Q J = °_ z �-- Z O O U o6 u W o Z Q -I r z < � — Q --� Lu < o m ry > -j o O Q cr06 w F - Q z KEY ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PX_l H OF 71 5 VY Alan G. Franklin Of Lic, No, 35326 N NAL , 1p s Q) /O 000-1. C�$ 0 < 0 _j < < o � LLJ cn < 0 0 u o6 u- LLJ o 71,1 < ry <M < W> < C)> in r< Q(j0 �c OC 04� U -j W M ISSUED: 12-04-17 SCALE: ill = 20' REVISIONS: MOW$ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H OF V��c Alan G. Franklin Lic, No, 35326 LAJ o c,, 0 NAL 0 LL C� w < z O z w ZD rr. 0 0 v 06 ILL �Wo Z I Qr Q - � � 0 ,_,_, < r')m no, O cr w C!) <C ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PL1 H OF Q Alen G. Fronklin Lic, No. 35326 w S/ O NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET • Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com o���PLT H OF Vic Alan G. Franklin Lic. No, 35326 4, XN o NAL I0_ I___ O ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 ,1 KJ r 0� LL U1 W 0z .-j_ Q m CL cU w — >` _ - < J Z 0 Q U o6 LL L o z < —1 of Z -jC� CIL d 5 - o -� W Q 0 co oc < > I 0 < ix 06 W F- Y) J _Q H I0_ I___ O ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF Alan G. Franklin Of Lic, No, 35326 w ONAL ISSUED: 12-04-17 SCALE: if[ = 20' REVISIONS: SHEET OF 62 oz� LL (1) < 0 -j < CN ui U) < IX < 0 0 � L- LIJ o Z <rj I CL < 75; ---, ui < co < > -j 0 < cr- 06 UJI W ISSUED: 12-04-17 SCALE: if[ = 20' REVISIONS: SHEET OF 62 STORM STRUCTURE SCHEDULE STRUCT. STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE LENGTH ELEV. IN OUT DESCRIPTION 2A3 DI -313 10.0 358.15 - 352.31 HDPE @ 1.06% 2C3-1 DI -3B 6.0 354.40 - 350.50 31.86 LF OF 15" HDPE @ 0.75% 2A2 DI -313 10.0 358.12 352.07 351.97 LF OF 15" 79.13 LF OF 15" HDPE @ 0.70% 2C3 62.85 LF OF 15" HDPE @ 0.75% 2A1 FES - - - 351.50 375.90 375.80 6.0 351.25 343.35 2C2-1 DI -3B 6.0 354,28 - 350.28 375.75 3.64% 2W2H-1 164.60 LF OF 15" HDPE @ 6.01% 2L3 39.36 LF OF 15" HDPE @ 1.60% 2C2 2133 DI -313 8.0 355.75 - 351.75 348.23 348.13 365.75 FES - - 131.96 LF OF 31.84 LF OF 15" HDPE @ 0.79% 2132 1 DI -3B 6.0 356.82 1 351.50 351.40 1 359.90 2131 FES - - - 351.30 380.80 - 349.75 345.85 345.75 36.97 2M6-1 .Y LF OF , HDPE @ 1.06% 2C3-1 DI -3B 6.0 354.40 - 350.50 379.30 10.0 351.25 344.00 343.90 56.44 LF OF 15" 79.13 LF OF 15" HDPE @ 0.70% 2C3 DI 3C 8.0 354.20 349.95 349.85 MH -1 - 380.00 375.90 375.80 6.0 351.25 343.35 2C2-1 DI -3B 6.0 354,28 - 350.28 375.75 3.64% 2W2H-1 164.60 LF OF 15" HDPE @ 6.01% 2L3 39.36 LF OF 15" HDPE @ 1.60% 2C2 DI -3C 10.0 354.20 349.65 349.55 6.0 355,13 348.23 348.13 365.75 FES - - 131.96 LF OF 15" HDPE @ 4.47% 21-2 MH -1 - 364.00 1 359.90 359.80 HDPE @ 1.17% 2M2-1 DI -3C 6.0 354.86 347.61 347.51 364.00 10.0 345.10 2C3 DI -3C 8.0 354.20 349.95 349.85 2L1 FES - - - 359.00 HDPE 0 2.99/° 2M2 32.16 LF OF 15" HDPE @ 0.62% 2C2 MH -1 - 354.20 349.65 349.55 LF OF F' HDPE @ l 2S10 DI -3B 8.0 364.45 357.20 91.42 LF OF 15" HDPE @ 0.60% 2C1 FES - - - 349.00 2N2 DI -3B 8.0 355.62 IN ' 348.27 mom 3.08% 2S9 2D3 DI -3B 8.0 356.69 - 352.69 1.00% 2M12 DI -313 10.0 374.47 366.73 366.63 0.81% 2N1 32.38 LF OF 15" HDPE @ 0.59% 2D2 DI -3B 6.0 356.82 352.50 352.40 50.08 LF OF 15" HDPE @ 6.03% 2M11 DI -36 6.0 370.86 33.73 LF OF 15" HDPE @ 0.59% 2D1 FES - - - 352.20 HDPE @ 2.51% 2S7 DI -3B E l LF OF 24" HDPE @ 0.94% 2M10 DI -3A 2.5 370.86 363.21 363.11 2E3 DI -313 6.0 359.96 - 353.21 18" HDPE @ 1.39% 2S6 DI -3C 52.22 LF OF 24" HDPE @ 33.89 LF OF 15" HDPE @ 0.80% 2E2 D1-313 6.0 360.00 352.94 352.84 360.83 DI -36 67.87 LF OF 18" HDPE @ 1.77% 2S5 DI -3B 52.83 LF OF 15" HDPE @ 0.64% 2E135F E S - - - 2.50 356.86 356.76 367.13 1 359.88 359.78 DI -3B f LF OF 18" l 1.39% 2S4 DI -3B 117.94 LF OF 24" HDPE @ 2.93% 2M7 DI -313 1 8.0 360.56 353.31 353.21 360.88 353.63 353.53 2F3 DI -313 8.0 363.46 - 359.46 1.00% 2S3 DI -313 67.57 LF OF 24" HDPE @ 3.64% 2M6 40.86 LF OF 15" HDPE @ 0.88% 2F2 DI -313 6.0 363.74 359.10 359.00 78.77 LF OF 24" HDPE @ 1.02% 2S2 MH -1 32.16 LF OF 114.54 LF OF 15" HDPE @ 1.75% 2F1 FES - - - 357.00 358.00 350-00349.90 2V2 DI -3B 74.06 LF OF s {{ HDPE @ 1.01% 2S1 FES 68.82 2G3 DI -3C 6.0 365.90 1.74% 358.97 DI -313 4.0 357.20 348.70 1 348.60 HDPE @ 1.04% 2V1 FES 195.14 LF OF 15" HDPE @ 0.75% 2G2 MH -1 - 361.00 357.51 357.41 30" HDPE @ 1.91% 2M3 DI -3C 10.0 353.86 345.76 345.66 50.94 LF OF 15" HDPE @ 0.80% 2G1 FES 357.00 55.83 119.29 LF OF 30" HDPE @ 1.68% 2M2 MH -1 - 355.25 343.65 343.55 337.85 337.75 f. 21-12 DI -3C 8.0 358.20 - 350.85 HDPE 1. 7 0 5 /o 2M1 FES - - - 341.50 38.84 LF OF 15" HDPE @ 0.51% 21-11 DI -3C 6.0 358.20 350.65 350.55 8.0 345.45 341.55 341.45 2M3-1 DI -1 - 353.75 71.78 LF OF 15" HDPE @ 0.65% A2 DI 313 10.0 358.97 350.08 349.98 HDPE @ 5.75% 2X3 MH -1 - 346.00 Mom 30.28 LF OF 18.92 LF OF 15" HDPE @ 10.52% xF / DI 3C A2-3 DI -313 8.0 364.54 357.29 357.19 99.00 94.00 LF OF 15 HDPE@ 1.89% /o A2-2 DI -3B 6.0 362.66 355.41 355.31 365.00 --------------------------------- 2Z1 38.94 LF OF 15" HDPE @ 1.41% A2-1 DI -36 10.0 362.66 354.76 354.66 DI -3C 6.0 369.71 364.31 364.21 30.58 LF OF 182.88 LF OF 15" HDPE @ 2.50% A2 DI 313 10.0 358.97 350.08 349.98 18" HDPE @ 0.73% 2M1 1 :rF F x r is 363.61 ------------- A4-2 DI -3B 6.0 360.60 353.35 353.25 AA3 DI -1 - 357.75 - 353.75 40.58 LF OF 15" HDPE @ 0.74% A4-1 DI -3B 4.0 360.30 352.95 352.85 108.15 LF OF 15" HDPE @ 0.92% AA2 MH -1 - 38.10 LF OF 15" HDPE @ 0.97% A4 DI -3C 6.0 359.73 352.48 352.38 46.36 LF OF 18" HDPE @ f 67.83 LF OF 15" HDPE @ 214 MH -1 - 363.00 359.10 359.00 - 352.00 91.96 LF OF 15 HDPE @ 1.09% 213 MH -1 361.00 - 358.00 357.90 2R2 DI -3B 6.0 369.80 362.90 362.80 142.96 LF OF HDPE 15 @ 0.77% 212 MH -1 - 360.00 356.80 356.70 47.39 LF OF 15" HDPE @ 1.16% 2R1 DI -3C 6.0 21.98 LF OF 15" HDPE @ 0.91% 211 FES 356.50 32.16 LF OF 15" 2J9 DI -3C 4.0 370.67 366.67 366.57 369.40 361.90 361.80 - 126.49 LF OF 15" HDPE @ 0.77% 2J8 M H-1 - 374.50 365.60 365.50 2R1-1 DI -1 - 370.75 44.85 LF OF 15" HDPE @ 1.11% 2J7 MH -1 - 375.66 365.00 364.90 22.94 LF OF 15" HDPE @ 10.90% 125.53 LF OF 15" HDPE @ 1.18% 2J6 DI -3B 4.0 371.32 363.42 363.32 89.00 LF OF 15" HDPE @ 1.75% 2J5 DI -3B 4.0 367.86 361.76 361.66 142.96 LF OF 15" HDPE @ 3.68% 2J4 DI -313 4.0 362.50 356.40 356.30 35.21 LF OF HDPE 15" @ ° 7.95/0 2J3 DI -313 0 50 6.0 36 . 353.50 353.40 44.62 LF OF 15 HDPE @ 1.46% 2J2 DI -3B 6.0 360.00 352.75 352.65 35.87 LF OF 18" HDPE @ 0.98% 2J1 FES - - - 352.30 - sH.f _ ter: 2J8-1 DI -3B 4.0 374.00 - 369.80 22.22 LF OF 15" HDPE @ 5.85% 2J8 MH -1 - 374.50 368.50 368.40 Now 2K6 K - M H-1 - 372.00 367.90 367.80 132.48 LF OF 15" HDPE @ 1.00% 2K5 MH -1 - 376.21 366.48 366.38 103.05 LF OF 15" HDPE @ 0.97% 2D4 MH -1 - 375.83 365.38 365.28 181.72 LF OF 15" HDPE @ 0.99% 2K3 MH -1 - 368.91 363.48 363.38 129.98 LF OF 15" HDPE @ 2.87% 2K2 MH -1 - 363.75 359.65 359.55 38.04 LF OF 15" HDPE @ 1.45% 2K1 FES - - - 359.00 RT°(AR M, P--,°TIR, T TC°TT T 117 R(C1-T-F T TT .-F C�'n, N\ T STRUCT. STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE LENGTH ELEV. IN OUT DESCRIPTION 21-6 MH -1 - 384.00 380.90 380.80 - 349.75 345.85 345.75 36.97 2M6-1 132.49 LF OF 15" HDPE @ 1.06% 21-5 MH -1 - 385.00 379.40 379.30 10.0 351.25 344.00 343.90 56.44 LF OF 15" HDPE @ 0.89% 2M6 142.75 LF OF 15" HDPE @ 2.38% 21-4 MH -1 - 380.00 375.90 375.80 6.0 351.25 343.35 2U8 DI -1 - 381.75 375.85 375.75 3.64% 2W2H-1 164.60 LF OF 15" HDPE @ 6.01% 2L3 MH -1 - 370.00 365.90 365.80 15" HDPE @ 2M2-2 DI -3B 6.0 355,13 348.23 348.13 365.75 FES - - 131.96 LF OF 15" HDPE @ 4.47% 21-2 MH -1 - 364.00 1 359.90 359.80 HDPE @ 1.17% 2M2-1 DI -3C 6.0 354.86 347.61 347.51 364.00 10.0 345.10 23.25 LF OF 15" HDPE @ 3.44% 2L1 FES - - - 359.00 HDPE 0 2.99/° 2M2 MH -1 - 355.25 346.55 346.45 354.03 6.0 345.10 150.10 LF OF F' HDPE @ l 2S10 DI -3B 8.0 364.45 357.20 357.10 15" 2M13 DI -36 10.0 374.47 - 367.12 353.76 2N2 DI -3B 8.0 355.62 348.37 348.27 HDPE @ 3.08% 2S9 DI -36 38.84 LF OF 15" HDPE @ 1.00% 2M12 DI -313 10.0 374.47 366.73 366.63 0.81% 2N1 DI -313 8.0 355.13 347.88 347.78 HDPE @ 3.12% 2S8 DI -313 50.08 LF OF 15" HDPE @ 6.03% 2M11 DI -36 6.0 370.86 36161 363.51 4.02% 2M2 FES - 355.25 346.55 343.55 HDPE @ 2.51% 2S7 DI -3B 31.84 LF OF 24" HDPE @ 0.94% 2M10 DI -3A 2.5 370.86 363.21 363.11 352.00 51.83 LF OF 18" HDPE @ 1.39% 2S6 DI -3C 52.22 LF OF 24" HDPE @ 6.86% 2M9 DI -3B 6.0 369.43 359.53 359.43 368.18 360.93 360.83 DI -36 67.87 LF OF 18" HDPE @ 1.77% 2S5 DI -3B 144.84 LF OF 24" HDPE @ 1.77% 2M8 DI -313 10.0 364.36 356.86 356.76 367.13 1 359.88 359.78 DI -3B 103.60 LF OF 18" HDPE @ 1.39% 2S4 DI -3B 117.94 LF OF 24" HDPE @ 2.93% 2M7 DI -313 1 8.0 360.56 353.31 353.21 360.88 353.63 353.53 DI -313 41.98 LF OF 24" HDPE @ 1.00% 2S3 DI -313 67.57 LF OF 24" HDPE @ 3.64% 2M6 DI -3C 6.0 358.00 350.75 350.65 358.44 351.19 1 351.09 DI -3C 78.77 LF OF 24" HDPE @ 1.02% 2S2 MH -1 32.16 LF OF 24" HDPE @ 2.02% 2M5 DI -3C 6.0 358.00 350.00 1 349.90 358.00 350-00349.90 2V2 DI -3B 74.06 LF OF 24" HDPE @ 1.01% 2S1 FES 68.82 LF OF 30" HDPE @ 1.74% 2M4 DI -313 4.0 357.20 348.70 1 348.60 HDPE @ 1.04% 2V1 FES 352.00 2 148.76 LF OF 30" HDPE @ 1.91% 2M3 DI -3C 10.0 353.86 345.76 345.66 <v�a 339.75 55.83 119.29 LF OF 30" HDPE @ 1.68% 2M2 MH -1 - 355.25 343.65 343.55 337.85 337.75 f. 82.23 130.53 3 53 LF OF 30 HDPE 1. 7 0 5 /o 2M1 FES - - - 341.50 F 2X3-1 DI -3B 8.0 345.45 341.55 341.45 2M3-1 DI -1 - 353.75 FES 347.75 - - 367 40.89 LF OF 15" HDPE @ 5.75% 2X3 MH -1 - 346.00 339.10 30.28 LF OF 18.92 LF OF 15" HDPE @ 10.52% 2M3 DI 3C 10 0 353 86 4 3 5 76 345.66 6 99.00 LF OF 18" HDPE @ 1.52% 2Q2 DI -1 - 370.75 365.10 365.00 --------------------------------- 2Z1 DI -1 - 360.75 - 356.75 18" HDPE @ 1.95% 2Q1 DI -3C 6.0 369.71 364.31 364.21 30.58 LF OF 15" HDPE @ 9.81% 2M6 DI 3C 6.0 358.00 353,75 353.65 18" HDPE @ 0.73% 2M1 1 - DI -3B FFr .F ,f f is 363.61 ------------- AA3 DI -1 - 357.75 - 353.75 108.15 LF OF 15" HDPE @ 0.92% AA2 MH -1 - 360.00 352.75 352.65 46.36 LF OF 18" HDPE @ 1.21% 67.83 LF OF 15" HDPE @ 0.96% AA1 FES - - - 352.00 ,;)T(nP M 1,;;TR T TCTT T'R'IR 1,;,C1IjF T TT .F C(A` T STRUCT. STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE LENGTH ELEV. IN OUT DESCRIPTION 2S16 DI -36 10.0 381.07 373.82 373.72 - 349.75 345.85 345.75 36.97 2M6-1 DI -313 12.0 358.60 351.35 351.25 2S15 DI -313 4.0 1 375.81 368.56 368.46 10.0 351.25 344.00 343.90 56.44 LF OF 15" HDPE @ 0.89% 2M6 DI 3C 6.0 358.00 350.75 350.65 2514 DI -36 10.0 374.51 367,26 367.16 6.0 351.25 343.35 2U8 DI -1 - 381.75 375.85 375.75 3.64% 2W2H-1 164.95 LF OF 15" HDPE @ 3.19% 2S13 DI -3C 6.0 369.40 361.90 361.80 15" HDPE @ 2M2-2 DI -3B 6.0 355,13 348.23 348.13 365.75 FES - - 104.15 LF OF 15" HDPE @ 1.08% 2S12 MH -1 - 44.46 LF OF 15" HDPE @ 1.17% 2M2-1 DI -3C 6.0 354.86 347.61 347.51 364.00 10.0 345.10 45.21 LF OF 15" HDPE @ 1.26% 2511 DI -3B 6.0 32.10 LF OF 15 HDPE 0 2.99/° 2M2 MH -1 - 355.25 346.55 346.45 354.03 6.0 345.10 150.10 LF OF s HDPE @ 1.80% 2S10 DI -3B 8.0 364.45 357.20 357.10 15" HDPE @ 0.75% 2U4 DI -3C 8.0 357.61 353.76 2N2 DI -3B 8.0 355.62 348.37 348.27 HDPE @ 3.08% 2S9 DI -36 8.0 361.24 353.99 353.89 15" HDPE @ 0.75% 48.10 LF OF 15" HDPE @ 0.81% 2N1 DI -313 8.0 355.13 347.88 347.78 HDPE @ 3.12% 2S8 DI -313 6.0 357.24 349.99 349.89 24" HDPE @ 0.75% 30.58 LF OF 15" HDPE @ 4.02% 2M2 FES - 355.25 346.55 343.55 HDPE @ 2.51% 2S7 DI -3B 6.0 354.33 347.43 ,., Mum- HDPE @ 0.75% 2U1 FES 352.00 51.83 LF OF 18" HDPE @ 1.39% 2S6 DI -3C 6.0 353.86 346.61 346.51 2X4-1 204 DI -3B 8.0 368.18 360.93 360.83 DI -36 67.87 LF OF 18" HDPE @ 1.77% 2S5 DI -3B 6.0 355.13 345.31 36.38 LF OF 15" HDPE @ 2.61% 203 DI -313 8.0 367.13 1 359.88 359.78 DI -3B 103.60 LF OF 18" HDPE @ 1.39% 2S4 DI -3B 6.0 357.11 343.77 137.17 LF OF 15" HDPE @ 4.48% 202 DI -313 6.0 360.88 353.63 353.53 DI -313 41.98 LF OF 24" HDPE @ 1.00% 2S3 DI -313 6.0 357.42 343.25 98.13 LF OF 15" HDPE @ 2.38% 201 DI -313 6.0 358.44 351.19 1 351.09 DI -3C 78.77 LF OF 24" HDPE @ 1.02% 2S2 MH -1 - 348.00 342.35 41.83 LF OF 15" HDPE @ 2.61% 2M5 DI -3C 6.0 358.00 350-00349.90 2V2 DI -3B 74.06 LF OF 24" HDPE @ 1.01% 2S1 FES - - - 341.50 345.10 337.85 337.75 24.00 LF OF 15" HDPE @ 1.04% 2V1 FES 352.00 2 , y ✓, f S 2P2 DI -313 6.0 370.25 1 364.35 364.25 F <v�a 339.75 55.83 LF OF 15" RCP @ 0.79% 2P1 DI -313 6.0 369.71 363.81 363.71 345.10 337.85 337.75 f. 82.23 LF OF 15" RCP @ 0.61% 2M10 DI -SA 2.5 370.86 363.21 363.11 2X3-1 DI -3B 8.0 345.45 341.55 341.45 2Q4 FES - - - 367 40.89 LF OF 15" HDPE @ 5.75% 2X3 MH -1 - 346.00 339.10 30.28 LF OF 18" HDPE @ 0.99% 2Q3 MH -1 - 377.00 366.70 366.60 99.00 LF OF 18" HDPE @ 1.52% 2Q2 DI -1 - 370.75 365.10 365.00 35.44 LF OF 18" HDPE @ 1.95% 2Q1 DI -3C 6.0 369.71 364.31 364.21 82.46 LF OF 18" HDPE @ 0.73% 2M1 1 - DI -3B 6.0 370.86 363.61 363 51 ggf 2Q1-1 DI -3B 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 F >.,:. 2R2 DI -3B 6.0 369.80 362.90 362.80 47.39 LF OF 15" HDPE @ 1.16% 2R1 DI -3C 6.0 369.40 362.25 362.15 32.16 LF OF 15" HDPE @ 0.78% 2S13 DI -3C 6.0 369.40 361.90 361.80 - E: F f 2R1-1 DI -1 - 370.75 364.85 364.75 22.94 LF OF 15" HDPE @ 10.90% 2R1 DI -3C 1 6.0 369.40 362.25 362.15 ,;)T(nP M 1,;;TR T TCTT T'R'IR 1,;,C1IjF T TT .F C(A` T STRUCT. STRUCT. STRUCT. RIM INVERT INVERT PIPE # TYPE LENGTH ELEV. IN OUT DESCRIPTION 2S16 DI -36 10.0 381.07 373.82 373.72 - 349.75 345.85 345.75 36.97 LF OF 66.34 LF OF 15" HDPE @ 7.78% 2S15 DI -313 4.0 1 375.81 368.56 368.46 10.0 351.25 344.00 343.90 102.31 LF OF 15" HDPE @ 37.35 LF OF 15" HDPE @ 3.21% 2514 DI -36 10.0 374.51 367,26 367.16 6.0 351.25 343.35 2U8 DI -1 - 381.75 375.85 375.75 3.64% 2W2H-1 164.95 LF OF 15" HDPE @ 3.19% 2S13 DI -3C 6.0 369.40 361.90 361.80 15" HDPE @ 6.34% 2U7 DA - 369.75 365.86 365.75 FES - - 104.15 LF OF 15" HDPE @ 1.08% 2S12 MH -1 - 370.77 360.67 360.57 15" HDPE @ 4.12% 2U6 MH -1 - 370.00 364.10 364.00 10.0 345.10 45.21 LF OF 15" HDPE @ 1.26% 2511 DI -3B 6.0 369.53 360.00 359.90 15" HDPE @ 12.99% 2U5 DI -1 HDPE @ 357.75 354.13 354.03 6.0 345.10 150.10 LF OF 15" HDPE @ 1.80% 2S10 DI -3B 8.0 364.45 357.20 357.10 15" HDPE @ 0.75% 2U4 DI -3C 8.0 357.61 353.76 353.66 - 346.00 100.88 LF OF 15" HDPE @ 3.08% 2S9 DI -36 8.0 361.24 353.99 353.89 15" HDPE @ 0.75% 2U3 DI -3B 8.0 358.14 353.28 353.18 - 338.00 125.07 LF OF 18" HDPE @ 3.12% 2S8 DI -313 6.0 357.24 349.99 349.89 24" HDPE @ 0.75% 2U2 DI -313 10.0 360.50 352.68 352.58 98.02 LF OF 18" HDPE @ 2.51% 2S7 DI -3B 6.0 354.33 347.43 347.33 24" HDPE @ 0.75% 2U1 FES 352.00 51.83 LF OF 18" HDPE @ 1.39% 2S6 DI -3C 6.0 353.86 346.61 346.51 2X4-1 DI -313 6.0 346.00 338.75 338.65 2V6 DI -36 67.87 LF OF 18" HDPE @ 1.77% 2S5 DI -3B 6.0 355.13 345.31 345.21 15" HDPE @ 2.02% 2X4 124.66 LF OF 15" HDPE @ 2.85% 2V5 DI -3B 103.60 LF OF 18" HDPE @ 1.39% 2S4 DI -3B 6.0 357.11 343.77 343.67 31.84 LF OF 15" HDPE @ 1.10% 2V4 DI -313 41.98 LF OF 24" HDPE @ 1.00% 2S3 DI -313 6.0 357.42 343.25 343.15 347.75 343.85 343.75 109.75 LF OF 15" HDPE @ 1.89% 2V3 DI -3C 78.77 LF OF 24" HDPE @ 1.02% 2S2 MH -1 - 348.00 342.35 342.25 345.53 339.43 339.33 78.88 LF OF 15" HDPE @ 0.84% 2V2 DI -3B 74.06 LF OF 24" HDPE @ 1.01% 2S1 FES - - - 341.50 345.10 337.85 337.75 24.00 2T2 DI -3B 6.0 359.70 - 353.70 - 349.75 345.85 345.75 36.97 LF OF 25.15 LF OF 15" HDPE @ 2.78% 2T1 FES - - - 353.00 10.0 351.25 344.00 343.90 102.31 LF OF 15" HDPE @ 4.54% 2W3 DI -313 6.0 351.25 343.35 >r. 18" HDPE @ 1.73% F DI 3B 6.0 351.25 343.35 2U8 DI -1 - 381.75 375.85 375.75 3.64% 2W2H-1 M - 343.00 339.10 339.00 156.00 LF OF 15" HDPE @ 6.34% 2U7 DA - 369.75 365.86 365.75 FES - - 336 00 - 40.00 LF OF 15" HDPE @ 4.12% 2U6 MH -1 - 370.00 364.10 364.00 10.0 345.10 337.85 337.75 76.00 LF OF 15" HDPE @ 12.99% 2U5 DI -1 HDPE @ 357.75 354.13 354.03 6.0 345.10 337.20 337.10 36.00 LF OF 15" HDPE @ 0.75% 2U4 DI -3C 8.0 357.61 353.76 353.66 - 346.00 336.10 336.00 50.75 LF OF 15" HDPE @ 0.75% 2U3 DI -3B 8.0 358.14 353.28 353.18 - 338.00 333.10 333.00 66.78 LF OF 24" HDPE @ 0.75% 2U2 DI -313 10.0 360.50 352.68 352.58 332.00 77.00 LF OF 24" HDPE @ 0.75% 2U1 FES 352.00 2X4-1 DI -313 6.0 346.00 338.75 338.65 2V6 DI -36 8.0 366.63 359.38 359.28 71.79 LF OF 15" HDPE @ 2.02% 2X4 124.66 LF OF 15" HDPE @ 2.85% 2V5 DI -3B 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 2X5-2 DI -1 - 347.75 343.85 343.75 109.75 LF OF 15" HDPE @ 1.89% 2V3 DI -3C 10.0 357.61 353.11 353.01 LF OF 15" HDPE @ 9.00% 2X5-1 DI -36 6.0 345.53 339.43 339.33 78.88 LF OF 15" HDPE @ 0.84% 2V2 DI -3B 4.0 358.57 352.35 352.25 LF OF 15" HDPE @ 2.92% 2X5- D13C 10.0 345.10 337.85 337.75 24.00 LF OF 15" HDPE @ 1.04% 2V1 FES 352.00 2 , y ✓, f F r - 2X5 -B DI -1 - F <v�a 339.75 2W5 DI -313 10.0 356.09 348.84 348.74 DI -1 - 349.75 345.85 345.75 36.97 LF OF 15" HDPE @ 1.76% 2W4 DI -313 6.0 355.34 348.09 347.99 3.430 2W3-1 DI -313 10.0 351.25 344.00 343.90 102.31 LF OF 15" HDPE @ 4.54% 2W3 DI -313 6.0 351.25 343.35 343.25 18" HDPE @ 1.73% 2W3 DI 3B 6.0 351.25 343.35 343.25 114.08 LF OF 18" HDPE @ 3.64% 2W2H-1 M - 343.00 339.10 339.00 36.32 LF OF 18" HDPE @ 8.26% 2W1 FES - - 336 00 - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 'p, IH OF 7 71 Alan G. Franklin � Lic, No. 35326 w LONAL��"� ISSUED: 12-04-17 SCALE: NONE REVISIONS: SHEET OF 62 F r. x rF 2W3-2 DI -1 - 349.75 345.85 345.75 51.00 LF OF 15" HDPE @ 3.430 2W3-1 DI -313 10.0 351.25 344.00 343.90 31.84 LF OF 18" HDPE @ 1.73% 2W3 DI 3B 6.0 351.25 343.35 343.25 mom 2X6 DI -313 8.0 346.00 338.75 338.65 71.79 LF OF 15" HDPE @ 1.11% 2X5 DI -3C 10.0 345.10 337.85 337.75 31.86 LF OF 18" HDPE @ 1.73% 2X4- D13C 6.0 345.10 337.20 337.10 45.04 LF OF 24" HDPE @ 2.22% 2X3 MH -1 - 346.00 336.10 336.00 77.88 LF OF 24" HDPE @ 3.72% 2X2 MH -1 - 338.00 333.10 333.00 45.00 LF OF 24" HDPE @ 2.22% 2X1 FES 332.00 MENf 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 - 347.75 343.85 343.75 48.00 LF OF 15" HDPE @ 9.00% 2X5-1 DI -36 6.0 345.53 339.43 339.33 50.60 LF OF 15" HDPE @ 2.92% 2X5- D13C 10.0 345.10 337.85 337.75 2 , y ✓, f - 2X5 -B DI -1 - 345.75 339.85 339.75 23.69 LF OF 15" HDPE @ 8.02% 2X5 DI -3C 10.0 345.10 337.85 337.75 f. r r 2X3-1 DI -3B 8.0 345.45 341.55 341.45 40.89 LF OF 15" HDPE @ 5.75% 2X3 MH -1 - 346.00 339.10 336.00 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 'p, IH OF 7 71 Alan G. Franklin � Lic, No. 35326 w LONAL��"� ISSUED: 12-04-17 SCALE: NONE REVISIONS: SHEET OF 62 37 36 35 34 33 32 • O 37 36 35 m 33 m SANITARY SEWER 'B' PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10'V Mo m E SO M O at Alan Franklin PE, LLC' Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com c .off may.-. Alan G. Franklin Lic, No, 35326 0 4.,. NAL 06 H vJ U) Q ;7 J Mj < — W H CN C) oc CL ry = z w ZD 3�:< 0 W Q U ILL w z -j �- < Q �C w �_ o CO z ``Z Q Q o cc ce�' w F - Cl) Q F— Z KEY E� -t' - k'3r:'F j",7! a� , ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET or- c) (1)0 + ___ . ____-. ----.__ __ _>>_ _-___--_- .._.._..__.._.._ .__ _ __ ___._____ _... _.__.___ __.___------ L6 _.__.._....___ .. ___ _ __________ _ __._... _-____ _-_________ __-.___- __.__. _ rr ur o LOor- U) y)00 ( _ ... _.._...__ __.__ _-_____ 0 0: o Lf) NN ___.______.__......___ ___ ________._....- _._-__--______ _ _ ...__-,__.. -_.-.___ .....-_ _.._---- _ ------- .__--- _._ __- --------------------- 000r.LO (JJ�OOOOc')Co _.__.._.- _ -_-___ -__.--_-_-__ _.______.._ _,-- - mi.nmoococfl U)0POd d -4- V) V)c`�mm �z+mmm `�N�Z� z0+°mc`im' `�M�Z� `nz+mmmc`o as �tY z� �.—I Q� zzH v O 'z - QO U)� v � z > - v U) z _ > <Q»O �F- zz v v7 > 380380 NOTES: 370 ___-____ . ____.__ ___.-- _..__.._ V_ .-_____ ___>>>____ _. __ _____ 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC PIPE. _ _ - - - ---- - - __W 7 0 2. ALL DIP: SANITARY MAINS TO BE CLASS'51 DIP. 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALL BE 12". 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINS, WATERLINE 18". 5. MAINTAIN 3MINIMUM COVER OVER SEWER. 360 360 0 EXISTING GRADE -I- PROPOSED GRADE CSS 350; - _ __ _ __ ___ _ _ _ _ _ _ _ �_ ____ _ _ _ _ __ _�_ __ __ _ _ _ _------_ � _ _ _ __ - - __ __- - _____ _ _ __ -__ _ _ -__ __ _ __ _ _ _ _ _ _ ___ _ ___ _ - _ ___ _ _ _ _ _ _ _ _ ----------__ ___ ___ ____ __- -_- __ _ _ -_ - _ __ __ _ - AERIAL CROSSING OF CREEK & FLOODPLAIN" WITH 8' GRIFFIN LONG i— SPAN DIP SUPPORTED WITH I8"0 ---------- --- REINFORECED CONCRETE SONOTUBE --- ---- 340: __ _-._.-__ __ __ PIERS @17' O.C. 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SPECIFICATION' MANUFACTURER: FM STAINLESS, LLC - (706) 636-1881 320�ITEM.#: i._ >------>>> -__-__ _______ _-_-- ----_--- _ ____ __ ___ _ _ > _ _ ___ _ __ __ ___ _ -- ----____-- 59C-8 ---___-----------__ __ __._..___. _._.._.._...___ _ _ _ _ __ ___ _ __ __ __ _ >------------------------_ __ _ ___ _ __ ___ - __-__ - __ ___ _ _______ _______ _ __ _ _ _ _ . _ ____ ___ ______ _ __ _ _-----------_--- _ _ ____-- _ _ _ _ __ _ _ _____ __ ____ _ ___ - _ __ _ _ _ -- - - _ _ _ -_ _ 2 0 MATERIAL: 304/316,STAINLESS STEEL ORDERING: SPECIFY:BY PIPE, FIGURE NUMBER, DISTANCE ' TO CENTER OF CONCRETE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 37 36 35 34 33 32 • O 37 36 35 m 33 m SANITARY SEWER 'B' PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10'V Mo m E SO M O at Alan Franklin PE, LLC' Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com c .off may.-. Alan G. Franklin Lic, No, 35326 0 4.,. 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SEWER'S' PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 390 19M 360 350 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER 'S' PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10'V M IN 9 Ms c •f 19 E` Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com F4i H Or - 4 Alan G. Franklin Lic, No, 35326 4i FSS / 0 NAL ISSUED: SCALE: REVISIONS: SHEET 12-04-17 1"=20' OF 62 400 390 380 370 360 350 340 330 40 39 38 37 36 35 34 33 _____. _ __- _..... t O 00-�OOCOCO _ _ _.. _..------ . CsO t))----- Co __._--.__ _.__...__ ... --- _ _ -.__ __ __.------_. -_--_-�_ H JI�-r _..0_ -------- ___ _.__- StN ___ _ ______ _ .__ _ __� _____ __ __ _ __.___ _ - __-----_. --- 1-J�Nf�r - - -.. _ ___ - -- ---- --- --- -...__ _ _ . _.... _ - -- __ _______ . _ . _ __ I- -j P- .� rl ---- _ _.__.. Lo r. 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E — _ __-- E ------- ---.------- ._-___ _-------______________ _____ —__ ____ _ _-----_.______ _ __ __._—_____ I- ____-- 3 : t z E E I W I i E E i i E E Z E E E E E E %NOTES: E E E E E E E 3 ......-_--.-___ E - ._._- i '''�`�-p �+ ''''�''j�-'�`'�\''}/''�'-Pr E E `-�--'-" _ __.._....._.. VC I I ANY E J I V ��J® LU f Yl.i rl E E �- ___.__._._._._...._...... ._.�..._.. _-._._ -- ...,. _-----_...... _ .......-.._._.__-._..---- I 2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP. E E E E E E 3. THE INIMUM VERTI AL SEPARATION BETWEEN SANITARY MAINS A D STORM DRAIN LINES SHALLBE 12 . M N E E 4. I THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAIDS WATERLINE 1r8". E iE E i 5. E MAINTAIN 3' MINIMUM COVER OVER SEWER. E E I x 3 0 E t I ' E ! 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Franklin Lic, No. 35326 41 0 FSS � o .NAS. 04 S C� rrH U 1 W Q 0 _, z m � N w J W Q = z ry O 0 v Z -� <[N j <t n < ;2:w � m <C 0 <t �C 06 w I-- C� Q I-- z KEY fSSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 621 -... ___ -._._ ..__.__ ___.,. __..... _ __ .. _.__ _ _ __ __ _ .... __r... __..------ _.... ffiItf —_---- --- —�_. . i Ef I,iE ._.__._-. . EXC iTC GRADF___. PROPOSED GRADEi ---i — — -- j ! : I I i I _-- ___+ ----------_ 3.5 MIN. COVER ------------ ----- ---- ----- j i ---- E i i - - -_.__- _.- ---__- _____. f f i i ! i i � -- j i i ( 4.2' I i i i t i i ! t i f , f f I t : t 00 : c r i - 60 E �_ WUJ i �M w Lij Lu CO i i, r f ; _i 1 c I Y C9 I ui 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE 'S' (CRESCENT) PROFILE SCALE: 1"=20'H; 1"=10'V R�� 390 • 370 • 370 350 340 6 .t .N • MEI :N a Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com Alan G. Franklin Lic, No. 35326 41 0 FSS � o .NAS. 04 S C� rrH U 1 W Q 0 _, z m � N w J W Q = z ry O 0 v Z -� <[N j <t n < ;2:w � m <C 0 <t �C 06 w I-- C� Q I-- z KEY fSSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 621 370 350 ON 3 9 3 3 3 WATERLINE 'T' (BUTTERFIELD) PROFILE SCALE: 1"=20'H; 1"=10'V 1 1 i i j I E � EXISTING GRADE PROPOSED GRADE ( EE E E f f 3 E I � 3 3 I f k E i € i i 3 t —�— 3 - 3 70 ! ' i ----- —_f F j 3. 'MIN. COVER I { { — —I_ -- I -----3----- 3 ------`_ j]jj ( E I E j -�-- —r i 3 3 ; I i E E i E ...__3 f 3 3 3 t t [ t i 3 I f i E E E � ~ \ E 3 { 3 '3 { 3 3 j I i ._€- -' -_ �_ { � - - _ .-_ ._ ,1.,.. _., ..,,__'__ . ................ ....____E._.- .._.-._..__.___.._.,....._.._ 60 IT ff E 3 E 1 3 t I ( ( I f 3 i 1 3 3 1 I € > E i ! E > t t > f� : f j1j i jjt � 3 � ._.._E_.._ (.. E ., _E . ._I...., ' _ S f ,_ .. , �� LL + E i i i 3 I I i C \Y � 333 {{f3 340 s__ i3E t3 cn rr ' I E i ! 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I t( ' i W T [ ; E Z E E I 3 f W (( € t ; { W s i W 3 i E WW 1L 3 3 O >. 3 I i 1 f j1 0 E 1 O 3 t 1 Ln 3 I ' X j i ( I i Lq E ' E j 1 00 Q0i Q f E E 1 - I E - - N N N I I I I - - i - - E 00 �r 00 N ' __ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'U' (CREEKSIDE) PROFILE -; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10'V 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'U' (CREEKSIDE) PROFILE; STA. 16+60 - END SCALE: 1"=20'H; 1"=10'V com Alan Franklin anklin PEf LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PLT H OF Alan G. Fronklin Lic, No, 35326 O � � S c� LONAL tiN I O ry r W 7 ISSUED: 12-04-17 SCALE: 1” = 20' REVISIONS: SHEET ._._._.._._._� ___ .______-__ __ ,_ ..._._._.___ ______ , __ ___ ____ ____ __ _ __ ___ _ _ -- _________________ __ __ ___ __ ____ E -- ____-____ _ - _____ _ ,____ E _ _ __ __ _____ __._ _______. _ __ __ _ -- _ ______ ___ ___ _____ __ __ ___ i . ... i{ � �l I � � 3 f _ 3 _ 380380 I (( 33 EXISTING GRADE ( ' PROPOSED GRADE j I 370 3. €I s 3 �EI j II I € €I it I t 370 i —.__ -- 3 �1 MINCOV R 33�- Ei 3 , � fE I ii iI i, j _— ---- f f I -- __ — 360 i i 3350 f — — — — — — — — — ' I 1 350 4. 4G1 { 1.9 1 I I t E f ! f�fYY 3f3 ry�n 340 00 ..,L,.._ ......................._____ � � ' .... ........._._._..._._,_____ .. �_ ..._,,,,.,_...,.,,.,,.,,.,., _ _....... j� _. .._____.._ , .._ _. _......_.............. _ ____,..,�_..._...._._......_...__...._,_,_.._.........�_._._,.... E � 3 3_ _ ..__......_..,..,..,,.,...,�...,_._.__.. ....... .� .. ........._ ,._. .. .. ... ... ... .,_ _...._ 3 _� __. � _.., .,..,,.,.....,. ....__'____.... _._.,.._..._..,,.,,., ,.,.,,_.,...,..,,,,..,... ....._..,..,..,.,... _._.. .__. ...._ ....... ..,_ _. ._..._... ..... ._.. ....... .. ._..,..,_...,,. .....,,.,,..,,......,,............................._...__... 1 E __ _E. __� ..,..,.,......,,.,.,,,,,,.,_._._. _-. _ �.. f f ..,.., _._...�,..,.. ____..__ ... .. .. .. _; _-E f co 340 Q ( W < w W Z 00 ujEEE f ' EE; ` ( ; f Io/ow ji 3 > i 00 Lu X Q S t E E E E ! 3 i X •"{�< ( E i ` X/� Q ' �y� _. .. ..., _..... _,. .__..,_...................._..._..,,_...,......,,,W...l..__......,,,.,..,..,..,..,._W,.,..,W.. EIE .,.., __.. .... „_._..... ._.... ___..,.........__.�......_._...._.....�,_.,_....._......_.,,,.,.,,..,______.,.__W.,,,„.,__._d._..__.,..,..,.,,._... EE ...... .._..._ _'""___........._..,_..,,,,.....,,,,.,_.,,._.,,.,,.,..,_,.,,,,,.,,_.,,__..............................._...,_...�,__....._....._.,__.,.,__.,.,.,,.,,._____...,...,,._,.,.,___..,_._�., �0�./0�MM .........._......,....,__...1..__.._......�,.. ..,,.....,,e,.,_.,.._,____.,...._�,..,,........_. __..,_...�_'"__'"__........___.........,.....,.,,_......�_...._ .___s.._......_WW__._..W_.,.W_. .._.,.W .1...._."____... ...:., W 10+00 ..,,i,,.,_,__., .. "...........i... .._..._. 11+00 12+00 13+00 14+00 15+00 16+00 370 350 ON 3 9 3 3 3 WATERLINE 'T' (BUTTERFIELD) PROFILE SCALE: 1"=20'H; 1"=10'V 1 1 i i j I E � EXISTING GRADE PROPOSED GRADE ( EE E E f f 3 E I � 3 3 I f k E i € i i 3 t —�— 3 - 3 70 ! ' i ----- —_f F j 3. 'MIN. COVER I { { — —I_ -- I -----3----- 3 ------`_ j]jj ( E I E j -�-- —r i 3 3 ; I i E E i E ...__3 f 3 3 3 t t [ t i 3 I f i E E E � ~ \ E 3 { 3 '3 { 3 3 j I i ._€- -' -_ �_ { � - - _ .-_ ._ ,1.,.. _., ..,,__'__ . ................ ....____E._.- .._.-._..__.___.._.,....._.._ 60 IT ff E 3 E 1 3 t I ( ( I f 3 i 1 3 3 1 I € > E i ! E > t t > f� : f j1j i jjt � 3 � ._.._E_.._ (.. E ., _E . ._I...., ' _ S f ,_ .. , �� LL + E i i i 3 I I i C \Y � 333 {{f3 340 s__ i3E t3 cn rr ' I E i ! IIj � i i € 313 3 ! � (€ I { E i i � � I s I (j E 3 t Q E E I i 3 I 3 E 3 i € 1 ! f i i E I ! i lrt T tt F v Z I ( E I •>. ! kk � coLu W 1 3 3 E 3 I 3 f f I E { { 33 I C 3 3 t F t t E l ( E j (( E I MM E t E � f c� 1 E 3 f E _ , E i ! 3 i --� � Y � � -� € € 3 , _ ----.y--. _ _—_ j _ _ __ . _ _._ _ ._ _ _. _ _ ..... ... . . . .....___ _ _ _ _ € _ _ __ __ _ _ __ __ � . . .' -- . , _ _ _ E . _._ _ __,.__ _ . .. a _T , _ _3 ._ . _ _ ...... _ . ._ s___ __._� �.__._._________ _ .__._. ____ ___.._..._..-----3 - - 330 i /l1 E € Q j � ' t �� 3 �v � 3 W E i r € Q i ; € I i i i E 3 ��j/ ! I t( ' i W T [ ; E Z E E I 3 f W (( € t ; { W s i W 3 i E WW 1L 3 3 O >. 3 I i 1 f j1 0 E 1 O 3 t 1 Ln 3 I ' X j i ( I i Lq E ' E j 1 00 Q0i Q f E E 1 - I E - - N N N I I I I - - i - - E 00 �r 00 N ' __ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'U' (CREEKSIDE) PROFILE -; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10'V 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'U' (CREEKSIDE) PROFILE; STA. 16+60 - END SCALE: 1"=20'H; 1"=10'V com Alan Franklin anklin PEf LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PLT H OF Alan G. Fronklin Lic, No, 35326 O � � S c� LONAL tiN I O ry r W 7 ISSUED: 12-04-17 SCALE: 1” = 20' REVISIONS: SHEET • 1370 1 360 1350 1340 1330 400 10+00 11+00 WATERLINE 'W' (CATTAIL) PROFILE -; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10'V • 340 330 • 360 350 0114 330 13+00 14+00 15+00 • ii 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'W' (CATTAIL) PROFILE; STA. 16+60 - 23+40 E: 1"=20' H; 1"=10'V 370 360 I 330 24+00 WATERLINE 'W' (CATTAIL) PROFILE; STA. 23+40 - END SCALE: 1"=20'H; 1"=10'V 370 350 340 10+00 11+00 12+00 WATERLINE 'Y' (MAIN) PROFILE SCALE: 1"=20'H; 1"=10'V 370 360 350 340 .f • 370 360 370 350 KIN MA PHASE 1 WATERLINE EXISTING GRADE i i (EXISTING 8" DIP) PROPOSED GRADE 380 _------ _ __._-- ------3� --------- — — j_... 370 _ - - —3.5' MIN. COVER ! �. i i _____ _ -------------------------------- ....... .. .__ _ ____ _ - _ 360 w z Lu Q 3 MM� W __ __ _ __ _ ..__. _......._ . ___ . _____ ____ _ _. __ _.___ c 350 Lu C7 M x a - Vd' C0 w w w z _ ~� 00 00 w w) vJ M W10+00 a -day 11+00 WATERLINE 'Z' (STEAMER) 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 clan@alanfranklinpe.com 1 H OF .off � � Alan G. Franklin Lic. No, 35326 r� sS'.o N a t KEY ISSUED: SCALE: REVISIONS: SHEET I..L. Q r W z 12-04-17 1"=20' 370 360 350 340 we] 37 36 M 34 33 37 M 35 0 33 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'X' (EASTPARK) PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10'V 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'X' (EASTPARK) PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1"=10'V WATERLINE 'X' (EASTPARK) PROFILE; STA. 23+40 - 30+20 SCALE: 1"=20' H; 1"=10'V Mai of ,, m Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PA -T H or-' 71 Alan G. Franklin A Lic, No, 35326 LONAL ,.—. F EXISTING GRADE 06 F ii PROPOSED GRADE it t I 0__ I ( i I I i f t f t I - - - - - - - - - I f t f rr� v1 W �� V Q O —i z C%) <— C.'3 E _ 3.6' MIN. COVER W J i LL -�- I i I f I I E I O � - _ _ ______ I j _ �___ _______ __ ____----_____ ____________ _ i a- 0 (Y o i w o t i Z _ f c� w � _ ______--_______ W < w =f f ( I ( Q .�. � i, � I ` i t I �u LL 021 f L�yu. w U) W U! x_- - ---- ._._..__._ 24+00 25+00 26+00 27+00 28+00 29+00 WATERLINE 'X' (EASTPARK) PROFILE; STA. 23+40 - 30+20 SCALE: 1"=20' H; 1"=10'V Mai of ,, m Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PA -T H or-' 71 Alan G. Franklin A Lic, No, 35326 LONAL ,.—. 06 V rr� v1 W �� V Q O —i z C%) <— C.'3 W W J LL Q O � =z a- 0 (Y O w o L) Z _ ILL c� w � W < 0 ©C w m O �t IX 021 w U) Q Men ISSUED: SCALE: REVISIONS: SHEET 12-04-17 1"=20' ��a ----------- FRAME & COVER (SEE FIG. S-1— ),E) STREET SURFACE OR NON—PAVED AREA SLOPED AREA V� 0" V AX TD— 25 k. SPACING 20% TO 35% NOT OVER 36' 35%, TO 50% NOT OVER 24' 1- WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE NOT OVER 15' AND NO INVERT :ELEVATION FOR THE SERVICE LATERAL IS LL INDICATED., THE TOP (CROWN,-) OF THE SERV CE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER, THAN THE: < REMAININC BACKFILL SHALL r 0 TOP (cRmAiN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 0 C()� NOT.:QGNTAIN ROCK MATERIAL. (.D TO THE MANHOLE. Jry 36"MIN A EF , ' Q A, R Q E F� THAN 5" 111 ANY LARGER CN ui 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL LLI 0 < NSIC IMENSION DIMENSION W, ry BE CONNECTED USINC A PIPE SADDLE. > 7 INTIAL BACKFILL* CL 3. MINIMUM CRAIDE FOR SEWER SERVICE CONNECTION, SHALL EE 2% 8"MIN (6" LIFTS) Lu (.11/4" PER. FOOT 'EMBEDMENT THOROUGHLY COMPACTED zJ 4 2' MIN ALL, SEINER LATERALS SHALL dHAVE A MINIMUM COVER SPRING LINE Z < BY HAND OR APPROVED ry rV010 DIAMETER OF 4'71 O-- F PIPE — —r H MECHANICAL TAMPER . — . I 0 HAUNCHING U -J co 77 < 5: ALL SEWERLATERALS SHALL HAVE A MINIMUM COVER NCS. 68 STONE 0 OF 3 FEET. c/) or_ BEDDING 6°' max 4" SALT--/ mir uj F— FOUNDATION (SHALL BE, �RxEA4TEG WHEN SOIL FINISHED GROUND :MARKER - f.CONDITIONS CONDITIONS ARE UNSTABLE F— % ALL PIPE) Z TD.—,34 PSI CONC. BASE BENCH :SLOPED TO FLOW CHANNEL 1/4" - 11' MIN .0 FLEXIBLE. CONNECTION - WI TH WITH STAINLESS STEEL BRANCH NOTE: ALL CONNECTIONS TO BAND I EXISTING MANHOLES SHALL BE CORED AND :A FLEXIBLE CONNECTION " BOOT fp D INSTALLED IN LINE WYE—TEE ANCHOR EXTENDS INTO SIDE OF DITCH "6 E DITCH 6 MIN, E E VARIES 0.1. p1pE E w E V) W 2500 P81D C CRET V) Lu PLAN U-1, Z TD -27 TD -31 cil GRADE SPACING 20% TO 35% NOT OVER 36' 35%, TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 15' PROFILE Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,01-1 Op' 1 4Z� Alan G. Franklin 50 Lic. No, 35326 4j NAL ISSUED: SCALE: REVISIONS: I SHEET 12-04-17 NONE Ice$ LL (f) < 0 ;7 m (.D < Jry CN ui LLI 0 < W, ry > 7 W CL Lu oQo3: zJ Z < ry rV010 < < 0 < > U -J co 77 < < 0 a c/) or_ ( 0 6 uj F— W F— Z ISSUED: SCALE: REVISIONS: I SHEET 12-04-17 NONE 7 CU. FT #68 STONE 'AT VALVE TEE x 6. CONCRETE BASE AND THRUST t v BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE---� FE$,7RAINFD JOINT FITTINGS. WHEN THE SOIL IS BIS CURBED I OR &EN , , A HYDRANT IS LOCATED IN A FILL, N ADDITION TO POURING CONCRETE,, A STEEL PILE SHALL HE USED AS ADDITIONAL SUPPORT. 1; SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 1 1/MIN., COVER fRCM THE MAIN r: TO: THE FIRE Hy0RAN7 (,INGLUDING DITCHES ) r 3, FINISHED GRADE SRAILL SLOPE AWAY FROM THE HY'RANT AND VALVE 'Qrk r4_ THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH - 'IT 15 NOT ALLOWEI) IN THE DITCH, 5, rjkEr HYDRANTS SHALL BE INSTALLED AT:LOCATIQNS WHERE WEEP HOLES ARE ABOVE THE P r REVAI r LING GROUNDWATE Rr . ELEVATION, IF REQUIRED TO BE IN WET AREA. THE WEEP 0LES- SHALL BE: UQ -L r , GED AND THE rHYDRANT SHALL BE PUMPED DRY, T YPICAL FIRE HYDRANT DETAIL N -TIS. FIG, W-4 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN 70 GRADE IF POSSIBLE----,, BRICK SUPPORTS OR SOLID CEMENT BLOCKS - TD -8 �_TYPE_ "K" SOFT COPPER ORPORATION STOP tSHED GRADE BRONZE GATE VALVE USHED STONE NOTES: '� . 1) A PRECAST MANHOLECAST ON LIDFORTRAFFIC CONE AND COVER WITH WATER AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12' USE A I" 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 PLACE 5' cALVANIZED WITNESS POST +AITH CAPPEU ENDS PAINTED FLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT To HIGHWAY DEPARTMENT APPRovAL- FINISHED GRADE IV.J, GATE VALVE WATER I d k b- LINE 2500 P'Sj. CONCRETE 2'x 2BEARING AREA. THRUST BLOCKY v. 4 NOTE IN REMCT E AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VArLVL NITS FIrC71 W-5 VARIES TE -9 VARIES PLUG FINISHED GRADE DEGREE BEND DIMENSIONS VOL., TEE AND PLUOS VOL, SIZE OF TF E N CH REDUCER (FEET) BEND L H T L H T 90 2.50 3,01 0.24 2500 P.S.1- CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - -- - - - - - ----------- ---------- - - UNDISTURBED SCIL & MN, 2.00 2.25 2.50 0.15 11 1,/4 1.90 PROFILE VIEW 2,r5() C? JC) UNDISTURBED SOIL EDGE 24" AN. 3.65 3.16 OF TRENCH 0.46 ----------- - - - - - - 81, 45 2.56 REDUCER 8" MIN. 026 .z - --I - I 2Ab 2500 P,S.1, CONCRETE THRUST BLOCIK- 0.1 r 3 t 2-91 2.66 0r.32 r 11 1 /4 - - - - - - - - - - - - - - - -- - 2. G 7 01,13 UNDISTURBED SOIL - EDGE - - - - - - - - - - - - - - - - - - - OF TRENCH 24" MN. 4- 4.53 3.83 NOTES: FLAN VIEW * NOT TO SCALE 10" 12'k 45 a NO GOINCRE TE SHALL BE POURED ON ANY PAR7 OF THE MECHANICAL JOINT. UISE ?.95 PLASTIC SHEETING ArSrPROTECTION FOR BOLTS. 4.00 2183 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED APPROVED BY THE ACSA. 2.8£ a24 4P .3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. 1.83 • CERTIFICATiON OF 95% COMPACTION REQUIRED IN TRENCH. 0.16 THE CONSULTING ENCINEER SHALL BE RESPONSIBLE r TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER TH�US7 5LOCK NTS FIG, W -31D TD -7 TD -10 q COVER LIFT NOTCH 12 3/8" WATER GAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUGH READ METERS, TYPICAL. METER BOXES). NTS FIG, W-7 TD -T3 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATLR, IAL INITIAL BACKFILL BEDDING 3 STONE STABLE 1SOIL ROCK. SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T rREST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN rop r SOIL UNDER -CUT CONDITION PC) UNSTA SOIL ,L BACKFILL 24 MIN MIN_, #68 STONE _ILL AS BY AC.SA STABLE SOIL OR ROCKS l 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 I Rr ON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 FOR ALL BENDS SECTION 1-1 45' max 2 L LUG I.2 FC 1 WIDEN TRENCH TO ACCOMMODATE ANCHaR IF REQUIRED. M 10 AS JIRED 45' J. Ncs SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL., TEE AND PLUOS VOL, SIZE OF (FEET) CU.YE7. (FEET) BEND L H T L H T 90 2.50 3,01 0.24 4-" 6., 452100 22 11, 2 1.50 2,25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1,/4 1.90 2.00 2,r5() C? JC) 90 3.65 3.16 3,21 0.46 81, 45 2.56 2;86 r 2.77 026 r22 112 1,66 2Ab 2:69 0.1 r 3 3.16r 2-91 2.66 0r.32 r 11 1 /4 L66 2 .16 2. G 7 01,13 go 4.53 3.83 3.42 0.83 10" 12'k 45 3.33 158 ?.95 0 4 .3.°,3 3 4.00 2183 0,52 22 1/2 :2.33 2-58 2.8£ a24 1.83 2.33 2.84 0.16 1. THRUST BLOCKS ARE REQUtPED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES, $14E, DEAD ENDS AND AT VALVES. r2, USE 2500 CONCRETE, 1 NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENOINEEF SHALL BE RESPONSIBLE TO THE VERIFY' THE TYPE t SIZE OF ALL THRUST BLOCKS, S CONCRETE TH RU S T BLOC, X NTS FIG. W-3 Tf)-:1 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Y-1 H Op 'T/N Alan G. Franklin Lic, No, 35326 ONAL ISSUED: SCALE: REVISIONS: 12-04-17 NONE Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PA,T H OF y �c i Alan G. Franklin Lic, No. 35326 w o � FSS / a NAI. ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: 6,4_1 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com �LT H OF U p Alon G. Franklin 70 Lic, No, 35326 4, ,o w, 2 FSS ! 0 � NAL ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET OF 62 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���PLT H Of- Alan FAlan G. Franklin Lic, No. 35326 w o F`ssp Q) , NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com �,lH OFV 71 Alan G. Franklin Lic, No, 35326 4, 0 4, LO NAL 06 I..I_ Cl) W U < o z m � ,%.-.-10 rill N W J W `z cr- o o U Z I < cr- i CL2 ---NU-1 D > m ©C o_Q or_ 06 w J Q F - KEY Z Q J QmW Q U W D Z a J ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET OF 62 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com P\,l H OF V �c Alan G. Franklin Lic, No, 35326 4, o c�, F`ss I o NAL X ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 06 Z C3 LL 0�z J m Z � � w J > J ow W 'eofZDo Q� U Lu � z zrfolo Z a � � D pWp J � O Q Ix N IJ. c�$ w J Q H Z X ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com W H OF � �c i Alan G. Franklin Lic, No. 35326 o 4Q NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF Vi1p 71 Alan G, Franklin Lic, No, 35326 0 w FSS / O NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com Alan G. Fronklin Lic, No, 35326 LONAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com o�,y,l H OF V lc Alan G. Franklin Lic, No, 35326 uj Fss N A U ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF V �c c, y Alan G. Franklin Lic, No. 35326 w o � FSS ! 0 NAL 06 Z C� LL 0� Z -� Q Z m cD ,-.-WOO N J j -J w J 0- � � W ZD C) V oQ� (A/)zzJ z� inZ J � Q D � pwp J O Q cr N w H J Q H Z KEY ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T N OF V/�C Alan G. Franklin Lic, No, 35326 w o c�, X F`ss r o NAI - ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 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. SAME AS BELOW NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PEF IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER ��._/ (AS SPECIFIED) OPTION 1: VERTICAL FINISHED GRADE CULTIVATE SOIL IN PLANTING SOIL MIX (AS SPECIFIED) LANDSCAPE AREA TO FINISHED GRADE A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR COLLAR. BLEND WITH TO EXISTING GRADE BACK OF CURB 12" 2_3 AS NECESSARY AT OUTER PIT EDGE JQ oda/� ,✓ .%fw/�=°= '- %n s� f tib/�`�,'�°�'i,.�,'�/%f,''�',''`�'�'�%'r,��'��,i`ti��� ,.::;: ,•.:;.' �. h.``.;✓� rs°1 ds� "v \`E !.`_'! k I1.. .: .�� _ ♦ .. , .: ��'�,.�'°���;f�,�,�,.�.��'�`,rj/y``i�.�'r�°:/j�.°r/y/�'�. . , i'a d i�S�`€'d-�`'S�E 3 �i�l i''t``\! 191i'�! #'€"!! t 11E1= 11 =111-111- 111 , !E-4 HEIGHT OF TREE AND ABOVE SAME AS BELOW NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PEF IN A CULTIVATED AND MULCHED PLANTING AREA L-��4 ��._/ 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 w TREE. SET STAKES 180° COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. SET ROOTBALL BED GUYING A MININUM OF Y2 THE COMPACT EXCAVATED SOIL HEIGHT OF TREE AND ABOVE { TO FORM ROOTBALL PIT ON THE LOWEST BRANCHES 12" 2-3" o o , L' DOWNHILL SIDE OF FINISHED GRADE =10il � r{ PLANTING AREA i I=1 I l=1 i i PLANTING SOIL MIX i1=#ii 11!=11 .:.: '":' �•. TRENCH EDGE i S� AROUND 221/2 0 LL REMOVE TPP yy OF BUR�gp , AND/OR ALL �(C3N-BIODEGRADABLE I=111=#11=E1 `;. - ENTIRE AREA II=111==1I-._ II` TO BE �_ 111 III t -III III= PACKAGING AFTER FINAL El11 Ill--lII II #I IIII II IlR_ iI= MULCHED 11=111-i'I-II` 111 -I J O PLACEMENT OF ROOTBALL '11=III =1 I I -I 1 I-1 I I aw w -#ll III=1 11=1 i I -I 11= II_ !-=; -= ° II I=1I I-III=1I 1 � z -lI1-ETI=I=TI=111-11I.�'' s" I I=III`.=1I SCARIFY BASE OF PIT. BREAK - _ - - a -T= 1Ii=lIISIIl=EII- s =111=1 11-1 1.-€II-ITi=1Tl�II1-11 Ii I I=1 I! E I 1=111= ETI=1(1=1 11=111=E I I ETI=E 11=1 # THROUGH AND LOOSEN ALL -ITI'E "` ' 1=1I1=111=1II=1T1=1IIEI11EE -111=111 El I I®E 11=E I I- I!! IIT'- �'"�1 , ` 1,lEilll=1I! HARDPAN (REMOVE AS "`� " I=1f;;_"'" _ NECESSARY) TO FACILITATE - "'_''° RETURN EXCAVATED SOIL PROPER DRAINAGE ON A SLOPE AS NEEDED AND COMPACT LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. V N E R i�A� ROOTBALL PITS PRE E TTR EF oM B SETTLING IN FUTURE TREE STAKING OPTIONS I,VLI IV/'11 F__ L" JV IL 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" L-��4 ��._/ SIDE OF TREE ONLY. L -00i3 < TREES ARE _ PLANTED w O.C. o SPACING GRADE � I Ln ROOTBALL BED �o -. oa � { o o , L' l Ia � r{ i I i �! 221/2 0 LL DIRECTION F- OF SLOPE l Z J O PLAN aw w SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS %^Q1 FINISHED GRADE IliFIN Ill - REFER TO TREE A ROOTBALL PIT DETAIL 9 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES g ,SECTION QTS SECTION, PLAN NTS SECTION, PLAN 12" CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE I MULCH I ° FINISHED GRADE UNDISTURBED SUBGRADE �' ""' CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE PnW CPD( INI(, ROW SPACING PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. r'�I�1�iI1 FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE -f ,- 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 OTHERWI� FINISHED EDGE NOTED) TRENCH EDGE (TYP.) 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. „i / //'' ///\o'� J ��%,'1• p'/�/ d✓ P,t�,rh 'a / ff �/f ///�` /J'�// �y � �' "h / a/f ,�' `' E 3..__ E i � �.....��.E.�. I 143 =="III---illIli- iII1Ei` 1 _i�II -� El 1I�- EDGE OF LANDSCAPE AREA, _✓I! III"===#Ii 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 alolml'l 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED L-��4 ��._/ EXCEPT WHERE L -00i3 < TREES ARE _ PLANTED w O.C. FINISHED SPACING GRADE � ROOTBALL BED WIDTH PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. r'�I�1�iI1 FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE -f ,- 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 OTHERWI� FINISHED EDGE NOTED) TRENCH EDGE (TYP.) 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. „i / //'' ///\o'� J ��%,'1• p'/�/ d✓ P,t�,rh 'a / ff �/f ///�` /J'�// �y � �' "h / a/f ,�' `' E 3..__ E i � �.....��.E.�. I 143 =="III---illIli- iII1Ei` 1 _i�II -� El 1I�- EDGE OF LANDSCAPE AREA, _✓I! III"===#Ii 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 alolml'l 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED L-��4 ��._/ EXCEPT WHERE L -00i3 < TREES ARE _ PLANTED w FINISHED GRADE � +... REFER TO -1191 11l t 1114 9f Iii I!i Ill pill! ` I#I t lily ITict lil ROOTBALL DETAIL, i 11= TYP. (9 III IIIv;IT1; III ,Ill=lil=iii,`=111 ;,1(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 EXCEPT WHERE TREES ARE _ PLANTED Lu FINISHED = GRADE utt: 'IIIIIRi�lllss _45° i� _ a��Iil,i�li a�slElil�y STAKING '- ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING '- ENLARGEMENT STAKE GALV. WIRE HOSE MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS SECTION L-006 N.T.S, NOTE: 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 � 1 -� EDGE (TYP.) FINISHED M GRADE I =IIII= iy) -IIi1I-Ilii 7. �/\r\/i\/ IIII =IIII = j \\/\\\/\\ 00 =IIII PE REN N IAL SOIL MIX=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1111= (AS SPECIFIED) III-IIII=IIII=IIII=IIII=IIII=' ,= -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=11 'I=IIII=IIII=IIII=IIII=1111=1111=111' =1111_ -IIII=1111=1111-IIII=IIII=IIII=IIII=IIII=IIII=" ''1=IIII=IIII=IIII=IIII=IIII=IIII= III=IIII. =IIII=IIII=IIII=IIII=IIII=IIII=IIn='- 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-��4 ��._/ DETAIL L -00i3 N.T.S. N.T.S. 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. KA TYP. FINISHED) AX�11GRADE IIEl1:EI LEI 11; TREE (AS SPECIFIED ON DWGS.) 45° MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED TYPICAL STAKING: "I),3;I I�IIIc 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT REFER TO A MIN. OF Y2 TREE HEIGHT ROOTBALL DETAIL 9 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) SECTION COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) G MASS PLANTING AND STAKING ON SLOPE 9 %SECTION smog 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 MB TRENCH EDGE A ENTIRE AREA TC MULCHED • TREE PLANTING N.TJ.S..& � q � SECTION, PLAN �= TRENCH EDGE (TYP) ROW SPACING 7w --STAKE -GALV. WIRE CHOSE STAKING ENLARGEMENT iL-1007 N.T.S. SECTION ULCH LAYER ULTIVATED SOIL L-004 N.T.S, 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX'C' RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO 1111=1111= `�a FORM ROOTBALL PIT ON 1111=1111= '= DOWNHILL SIDE. =1111= SHRUB PLANTING ON SLOPE 1111=III II "'- rte, (SET PLANTS PLUMB) 1111=1111=1111=1111=111 III=_1111=1111=1111=1111=1111 , MULCH LAYER (AS SPECIFIED) -1111=1111-1111=1111=1111=1_I �%R qi =1111=1111=1111-1111=1111 '�"a�>;; - IIII=1111- _IIII= 24" PLANTING SOIL MIX _1111_1111=1111=1111 (AS SPECIFIED) 11=1111=1111=1111=1111 IIIIR. III=IIII-IIII-IIII-IIII= - :h .p °' TRENCH =IIII=IIII=_IIII-1.111 _ 1= EDGE =III' =IIII IIII=1111.11 (TYP) ADD EXCAVATED SOIL TO BRING TOP _IIII_IIII_IIII_IIII OF ROOTBALL TO FINISHED GRADE. TAMP LIGHTLY PRIOR TO SETTING 4" MW. _ SHRUB TO PREVENT SETTLING. I=1111= 11=1111 �=IIII-III =IIII=IIII=� -! ! -ill1=1111='' =IIII=IIII=1111= SET TOP OF ROOTBALL - 4" -nlI=IIII- LEVEL WITH FINISHED GRADE. MI 1 SHRUB PLANTING ON SLOPE D ETAI L L-010 N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1i LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO IIII=IIII- FORM ROOTBALL PIT ON =IIII=1111= DOWNHILL SIDE. JUNIPER PLANTING ON SLOPE IIII=III - (SET PLANTS PLUMB) �=Yx -IIII=1111=IIII-IIII-IIII I � ,� III=IIII=IIII=IIII=1111= III ',��,�,. -IIII=11111111=IIII=IIII II . ' = MULCH LAYER (AS SPECIFIED) -IIII=IIII=1111-IIII=IIII- "� :,� IIII=IIII- 30" PLANTING SOIL MIX =IIII=IIII=IIII=1111_ (AS SPECIFIED) ill =IIII=IIII=IIII=1111_1111 II=IIII=IIII=IIII=IIII_ TRENCH =1111-=1111t 1111=IIII II= EDGE =111' IIII=IIII=IIII=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP =IIII-_IIII_IIII-_IIII OF ROOTBALL TO FINISHED GRADE. 1111- 4" MIN. -_ TAMP LIGHTLY PRIOR TO SETTING I=1111= II=IIII'= SHRUB TO PREVENT SETTLING. =IIII=III -IIII-IIII - �i11=1111= '� _1111=1111=1111 SET TOP OF ROOTBALL -'ill-1111- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE DETAIL N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com N Alon G. Fronklin Lic, No. 35326 uj 0 4<, LONAIL. Vw W r Z 0 U- vl W U e>L 0 z M� N _ w J Q (n Qw = z � Q 0LL w F. z -1 z nlooQ 0 m Q O < I.J.. 06 �._.o" w vJ Q z ISSUED: SCALE: REVISIONS: 12-04-17 NONE Alan Franklin PE, LL{ Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com I H Op- Alan FAlan G. Franklin Lic, No, 35326 4, FSS / o NAL 06 0 LL 0 W U Q O z m � � N - W J Cl) � � < < W = z ry o- ZD < o w O C.D zW z -j z <ry i < CL2 --.� uJ 0 � m < O < 4 w Q z KEY ISSUED: 12-04-17 SCALE: 1" =100' REVISIONS: x.9:101 PIPE DESIGN TABLE n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology ;Pipe m U? Sn T3 W N a U Q `v Q U N Q U � Eo E Q U N U I- N (� _ t.1 Y v O O > C .� J w C rG c QJ u3 t!J E E O LL c� i E Q LL Y N Pipe run: 2A 2A3 2A2 0.41 0.68 0.279 0.279 5.00 1 6.67 1 1.86 1 1.86 352.31 352,07 1 31.86 1 0.013 1 0.75 1 15 1 5.61 1 4.10 1 0.13 °�' m 2A2 2A1 0.40 0.75 0.300 0.579 5.13 1 6.62 1 1.99 1 3.83 1351.97 2 o LL 351.50 1 62.85 1 0.013 1 0.75 1 15 1 5.59 1 4.90 1 0.21 Pipe run: 2B 2133 2132 0.31 0.68 0.211 0.211 5.00 1 6.67 1 1.41 1 1.41 351.75 351.50 31.84 0.013 0.79 1 15 5.72 3.90 1 0.14 2V6 2132 2131 0.12 0.85 0.102 0.313 5.14 1 6.62 0.68 2.07 351.40 351.30 15.34 0.013 0.65 1 15 5.22 4.00 1 0.06 2.85 15 Pipe run: 2C 2C3-1 2C3 0.27 0.77 0.208 0.208 1 5.00 1 6.67 1.39 1,39 350.50 349.95 79.13 0.013 0.70 1 15 5.39 3.70 0.36 0.16 2C2-1 2C2 0.29 1 0.77 0.223 0.223 1 5.00 1 6.67 1.49 1.49 350.28 349.65 39.36 0.013 1.60 1 15 8.17 5.00 0.13 2V5 2C3 2C2 0.42 1 0.77 0.323 0.531 5.00 1 6.67 2.16 3.54 349.85 349.65 32.16 0.013 0.62 1 15 5.09 1 4.50 0.12 0.013 2C2 2C1 0.241 0.77 0.185 0.939 5.12 1 6.63 1.22 1 6.22 349.55 349.00 91.42 0.013 1 0.60 1 18 8.15 5,10 0.30 5.28 6.57 Pipe run: 2D 2D3 2D2 1 0.34 1 0.77 0.262 0.262 5.00 6.67 1.75 1 1.75 352.69 352.50 32.38 0.013 1 0.59 15 4.95 3.70 0.15 8.87 2D2 2D1 1 0.09 1 0.85 0.077 0.338 5.15 6.62 0.51 1 2.24 352.40 352.20 33.73 0.013 1 0.59 15 1 4.97 3.90 0.14 0.112 0.521 Pipe run: 2E 2E3 2E2 1 0.17 1 0.68 0.116 0.116 5.00 6.67 0.77 1 0.77 353.21 1 352.94 33.89 0.013 1 0.80 '15 1 5.77 3.30 1 0.17 5.00 2E2 2E1 1 0.10 1 0.85 0.085 0.201 5.17 6.61 0.56 1 1.33 352.84 352.50 52.83 0.013 1 0.64 15 5.18 3.50 0.25 0.30 3.6:3 Pipe run: 2F 2F3 2F2 0.24 1 0.77 0.185 0,185 5.00 6.67 1.23 1.23 359.46 359.10 1 40.86 0.013 0.88 15 6.06 3.90 0.17 2F2 21`1 0.09 1 0.85 0.077 0.261 5.17 6.61 0.51 1.73 359.00 357.00 1 114.54 1 0.013 1,75 15 8.54 5,50 0.35 Pipe run: 2W Pipe run: 2G 2G3 2G2 0.13 1 0.72 1 0.094 1 0.094 5.00 6.67 0.62 0.62 358.97 357.51 195.14 0.013 0.75 15 5.59 2.60 1.25 2G2 2G1 0.00 0.00 0.000 1 0.094 6.25 6.27 0.00 0.59 357.41 357.00 50.94 0.013 0.80 15 5.80 3.00 0.28 Pipe run: 2H 2H3 2H2 1 0.17 0.85 0.145 1 0.145 5.00 1 6.67 0.96 0.96 1 350.85 350.65 38.84 0.013 0.51 15 1 4.64 3.00 1 0.22 1 345.75 2H2 2H1 1 0.15 0.85 0.128 0.272 5.22 1 6.59 1 0.84 119 1 350.55 350.08 71.78 0.013 0.65 15 1 5.23 3,80 1 0.31 2W3-1 2W3 1 Pipe run: A2 A2-3 A2-2 1 0.25 0.72 1 0.180 0.180 5.00 1 6.67 1 1.20 1 1,20 357.19 355.41 94.00 0.013 1.89 i5 8.89 5.00 1 0.31 A2-2 A2-1 1 0.23 1 0.55 1 0.127 1 0.307 5.31 6.56 0.83 1 2.01 1355.31 354.76 38.94 0.013 1.41 15 7.68 5.30 1 0.12 A2-1 A2 1 0.15 1 0.85 1 0.128 1 0.434 5.44 6.52 0.83 1 2.83 354.66 350.08 182.88 0.013 2.50 15 10.22 1 7.10 0.43 13.08 Pipe run: A4 A4-2 A4-1 0.11 1 0.80 1 0.088 1 0.088 5.00 6.67 0.59 1 0.59 353.25 1 352.95 40.58 0.013 1 0.74 15 5.55 1 2.90 0.23 7.90 A4-1 A4 1 0.14 1 0.77 1 0.108 1 0.196 5.23 6.59 0.71 1 1.29 352.85 352.48 38.10 0.013 1 0.97 15 6.37 1 4.06 0.16 Pipe run: 21 213 212 0.04 0.95 1 0.038 1 0.038 5.00 6.67 0.25 1 0.25 357.90 356.80 142.96 0.013 1 0.77 15 5.67 1 2.30 1.04 0.45 212 211 0.08 0.90 1 0.072 1 0,110 6.04 6.34 0.46 1 0.70 356.70 356.50 21.98 0.013 1 0.91 15 6.16 1 3.40 0,11 15 8.57 Pipe run: 2J 2J8-1 2J8 0.07 0.85 0.060 0.060 5.00 6.67 0.40 0.40 369.80 368.50 22.22 0.013 5.85 15 15.62 5.40 0.07 2J9 2J80.32 0,80 0.256 0.256 5.00 6.67 1.71 1 1.71 366.57 365.60 126.49 0.013 0.77 1 15 5.66 4.00 0.53 2J8 2J7 0.00 0.00 0.000 0.316 5.53 6.49 0.00 2,05 365.50 365.00 44.85 0.013 1.11 15 6.82 4.80 0.16 2J7 2J6 0.00 0.00 0.000 0.316 5.68 6.45 0.00 2.03 364.90 363.42 125.53 0.013 1.18 15 7.01 4.90 0.43 2J6 2J5 0.18 0.72 0.130 0.445 6.11 6.32 0.82 2.81 363.32 361.76 89.00 0.013 1.75 15 8.55 6.24 0.24 2J5 2J4 0.23 0.77 0.177 0.622 6.35 6.25 1.11 3,89 361.66 356.40 142.96 0.013 3.68 15 12.39 8.94 0.27 2J4 2J3 0.48 0.80 0.384 1.006 6.61 6.17 2.37 6.21 356.30 353.50 35.21 0,013 7.95 15 18.22 13.40 0.04 2J3 2J2 0.20 0.77 1 0.154 1.160 6.66 6.16 0.95 7.15 353.40 352.75 44.62 0.013 1.46 15 7.80 7,21 0.10 2J2 271 0.15 0.85 1 0.126 1.288 6.76 6.13 1 0.78 7.89 1 352.65 352.30 35.87 0.013 1 0.98 18 1 10.38 6.50 0.09 0.61 Pipe run: 2K 2K6 2K5 0.03 0.90 0.027 1 0.027 0.00 9.08 0.25 0.25 367.80 366.48 132.48 0.013 1.00 15 6.45 2.50 1 0.88 2K5 21<4 0.03 0.90 0.027 0.054 0.88 8.51 0.23 0.46 366,38 365.38 103.05 0.013 0.97 15 6.36 3.00 0.57 2K4 2K3 0.06 0.90 0.054 0.108 1.46 8.18 0.44 0.88 365.28 363.48 181.72 0.013 0.99 15 6.43 3.70 0.82 2K3 21<2 0.06 0.90 0.054 0.162 2.27 7.76 0.42 1.26 363.38 359.65 129.98 0.013 287 15 10.94 5.90 0.37 2K2 2K1 0.06 0.90 0.054 0.216 2.64 7.59 0.41 1,64 359.55 359.00 38.04 0.013 1.45 15 7.77 5.00 0.13 15 Pipe run: 2L 21-6 2L5 0.03 0.90 0.027 0.027 0.00 9.08 0.25 0.25 380.80 379.40 132.49 0.013 1.06 15 6.64 2.50 0.88 21-5 21-4 0.06 0.90 0.054 0.081 0.88 8.51 0.46 0.69 379.30 375.90 142.75 0.013 2.38 15 9.97 4.70 0.51 2L4 21-3 0.03 0.90 0.027 0.108 1.39 8.22 0.22 0.89 375.80 365.90 164.60 0.013 6.01 15 15.84 7.00 0.39 2L3 2L2 0.06 0.90 0.054 0.162 1.78 8.01 0.43 1.30 365.80 359.90 131.96 0.013 4.47 15 13.66 7.00 0.31 2L2 21-1 0.06 0.90 0.054 0.216 2.10 7.85 0.42 1.69 359.80 359.00 23.25 0.013 3.44 15 11.98 6.90 0.06 0.10 Pipe run: 2M 2Z1 2M6 0.80 0.59 0.472 0.472 5.00 6.67 3.15 3.15 356.75 353.75 30.58 1 0.013 9.81 15 20.23 12.00 0.04 2.140 2M6-1 2M6 0.65 0.68 0.442 0.442 5.00 6.67 2.95 2.95 351.25 350.75 56.44 1 4.013 0.89 15 6.08 4.90 0.19 4.82 2M3-1 2M3 0.56 0.59 0.330 0.330 5.00 6.67 2.20 2.20 347.75 345.76 1 18.92 1 0.013 1 -10.521 15 1 20.95 1 11.00 1 0.03 10.31 2M2-2 2M2-1 1 0.13 0.68 0.088 0.088 5.00 6.67 0.59 0.59 348.13 347.61 1 44.46 1 0.013 1 1.17 1 '15 1 6.99 3.50 1 0.21 0.00 2M2-1 2M2 1 0,16 0.68 0.109 0.197 5.21 6.60 0.72 1 1.30 1 347.51 346.55 1 32.10 1 0.013 1 2.99 1 15 1 11.17 6.10 1 0.09 18 30.19 2M13 2M12 0.13 0.85 0.111 0.111 5.00 6.67 0.74 0.74 367.12 366.73 38.84 0.013 1 1.00 15 1 6.47 3.50 0.18 2M12 2M11 0.31 0.85 0.264 0.374 5.18 6.60 1.74 2.47 366.63 363.61 50.08 0.013 6.03 15 15.86 9.40 0.09 2M11 2M10 0.06 0.85 0.051 4.792 17.23 4.27 0.22 20.44 363.51 363.21 31.84 0.013 0.94 24 21.96 7.90 0.07 2M10 2M9 0.01 0.72 0.007 5.003 17.30 4.26 0.03 21.30 363.11 359.53 52.22 0.013 6.86 24 59.23 17.30 0.05 2M9 2M8 0.05 0.85 0.043 5.045 17.35 4.25 0.18 21.45 359.43 356.86 144.84 0.013 1,77 24 30.13 10.40 0.23 2M8 2M7 0.20 0.72 0.144 5.189 17.58 4.22 0.61 21.92 356.76 353.31 117.94 0.013 2.93 24 38.69 12.70 0.15 2M7 2M6 0.41 0.68 0.279 5.468 17.73 4.21 1.17 23.01 353.21 350.75 67.57 0.013 3.64 24 43.16 14,00 0.08 2M6 2M5 0.13 0.77 0.100 6.482 17.81 4.20 0.42 27.21 350.65 350.00 32.16 0.013 2.02 30 58.31 11,67 0.05 2M5 2M4 0.12 0.65 0.078 7.186 17.86 4.19 0.33 30.13 349.90 348.70 68.82 0.013 1.74 30 54.16 11.30 0.10 2M4 2M3 0.05 0.72 0.036 7.222 17.96 4.18 0.15 30.20 348.60 345.76 148.76 0.013 1.91 30 56.67 11.70 0.21 2M3 2M2 1 0.26 0.77 0.200 1 7.753 1 18.17 4.16 1 0.83 1 32.24 345.66 343.65 119.29 0.013 1.68 30 53.24 11.30 1 0.18 2M2 2M1 0.00 0.00 0.000 8.211 18.35 4.14 0.00 33.98 343.55 341.50 130.53 0.013 1.57 30 51.40 11.20 0.19 Pipe run: N2 2N2 2N1 0.18 1 0.72 1 0.130 1 0.130 5.00 6.67 0.86 0.86 1 349.48 348.72 1 48.10 0.013 1 1.58 15 8.12 1 4.30 1 0.19 2N1 2M2 0.17 1 0.77 1 0.131 1 0.261 5.19 6.60 0.86 1.72 1 348.62 346.55 1 30.58 0.013 1 6.77 15 16.81 1 8,90 1 0.06 Pipe run: 20 204 203 0.13 0.80 0.104 0.104 5.00 6.67 0.69 0.69 360.83 359.88 36.38 0.013 2.61 15 10.44 4.80 0.13 203 202 0.16 0.72 0.115 0.219 5.13 6.62 0.76 1.45 359.78 353.63 137.17 0.013 4.48 15 13.68 7.20 0.32 202 201 0.14 0.72 0.101 0.205 5.13 6.62 0.67 1.36 359.78 350.00 139.65 0.013 7.00 15 17.09 8.30 0.28 201 2M5 0.14 0.72 0.101 0.626 5.44 6.52 0.66 4.08 353.53 350.00 139.65 0.013 2.53 15 10.27 7.90 0.29 Pipe run: 2P P2 ZP1 1 0.18 1 0.68 1 0.122 1 0.122 5.00 1 6.67 1 0.82 0.82 364.251 363.81 1 55.83 1 0.013 1 0.79 15 5.73 3.31 1 0.28 1 2.70 2P1 2M10 0.12 0.68 0.082 1 0.204 1 5.28 1 6.57 1 0.54 1.34 1 363.71 363.21 1 82.23 1 0.013 1 0.61 15 5,04 7.90 0.17 2X5-1 2X5 1 Pipe run: 2Q Z01-1 ZQ1 0.45 0.68 0.306 1 0.306 1 5.00 1 6.67 1 2.04 2.04 1 364.87 364.31 1 46.36 1 0.013 1 1.21 1 15 1 7.10 5.00 0.15 0.180 2Q4 2Q3 7.00 0.55 3.850 3.850 17.00 4.29 16.52 16.52 367.00 36670 30.28 0.013 0.99 24 22.52 7.80 0.06 2Q3 202 0.00 0.77 0.000 3.850 17.06 4.28 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 17.24 4.26 0.41 16.82 365.00 364.31 35.44 0.013 1.95 24 31.57 10.20 0.06 2Q1 2M11 0.15 0.77 0.116 4.367 17.30 4.26 0.49 18.59 364.21 363.61 82.46 0.013 0.73 30 34.99 7.20 0.19 1 3.56 Pipe run: 2R 2R1-1 2R1 1 0.05 1 0.55 1 0.028 0.028 1 5.00 6.67 1 0.18 1 0.18 1 364.75 1 362.25 1 22.94 1 0.013 1 10.90 1 15 21.33 1 5.30 1 0.07 1 50.60 2R2 2R1 1 0.16 1 0.77 1 0.123 0.123 1 8.00 5.81 0.72 10.72 362.80 362.25 1 47.39 0.013 1 1.16 15 6.96 3.70 0.21 2R1 2S12 0.39 0.77 0.300 0.451 8.21 5.76 1.73 1 2.60 1 362.15 1 361.90 32.16 0.013 1 0.78 15 5.70 4.54 0.12 Pipe run: 2T 2T2 2T1 0.09 0.85 0.077 0.077 5.00 6.67 0.51 1 0.51 1 353.70 1 353.00 25.15 0.013 1 2.78 15 10.78 4.50 0.09 Pipe run: 2S 2S16 2515 0.39 0.77 0.300 0.300 7.00 6.07 1.82 1.82 373.72 368.56 66.34 0.013 7.78 15 18.02 9.40 0.12 2S15 2S14 0.12 0.77 0.092 0.092 7.12 6.03 0.56 0.56 368.46 367.26 37.35 0.013 3.21 15 11.58 4.90 0.13 2514 2S13 0.26 0.77 0.200 0.293 7.24 6.00 1.20 1.76 367.16 361.90 164.95 0.013 3.19 15 11.54 6.80 0.40 2S13 2512 0.14 0.77 0.108 0.851 7.65 5.90 0.64 5.02 361.80 360.67 104.15 0.013 1,08 18 10.94 6.00 0.29 2312 2S11 0.00 0.00 0.000 0.851 7.94 5.83 0.00 4,96 360.57 360.00 45.21 0.013 1.26 18 11.79 6.40 0.12 2S11 2S10 0.08 0.80 0.064 0.915 8.06 5.80 0.37 5.31 359.90 357.20 150.10 0.013 1.80 18 14.09 7,40 0.34 2S10 2S9 0.17 0.68 0.116 1.031 8.39 5.72 0.66 5.89 357,10 353.99 100.88 0.013 3.08 `18 18.44 9.30 0.18 2S9 2S8 0.20 0.63 0.126 1.157 8.57 5.68 0.72 6.57 353,89 349.99 125.07 0,013 3.12 18 18.55 9.60 0.22 2S8 2S7 0.17 0.63 0.107 1.264 8.79 5.63 0.60 7.11 349,89 347.43 98.02 0.013 2.51 18 16.64 9.00 0.18 2S7 2S6 0.18 0.63 0.113 1.378 8.97 5.59 0.63 7.69 347,33 346.61 51.83 0.013 1,39 18 12.38 7.40 0.12 2S6 2S5 0.19 0.68 0.129 1.507 9.09 5.56 0.72 8.38 346,51 345.31 67.87 0.013 1.77 18 13.97 8.30 0.14 2S5 2S4 0.11 0.72 0,079 1.586 9.23 5.53 0.44 8,77 345.21 343.77 103.60 0.013 1.39 18 12.38 7.60 0.23 2S4 2S3 0.09 0.85 0.077 1.662 9.45 5.48 0.42 9.11 343.67 343.25 41.98 0.013 1.00 24 22.63 6.80 0.10 2S3 2S2 0.12 0.80 0.096 1 1.758 9.56 5.46 0.52 9.60 343.15 342.35 78.77 0.013 1.02 24 22.80 7.00 0.19 2S2 2S1 0.00 0.00 0.000 1 1.758 9.74 5.42 0.00 9.53 342.25 341.50 1 74.06 0.013 1.01 24 22.77 7.00 0.18 1 6.67 1 Pipe run: 2U 21J8 21-17 0.39 0.40 0.156 0.156 5.00 6.67 1.04 1.04 375.75 365.86 156.00 0.013 6.34 15 16.27 7.40 0.35 2U7 21-16 0.86 0.40 0.344 0.500 11.21 5.14 1.77 2.57 365.75 364.10 40.00 0.013 4.12 15 13.12 8.30 0.08 2U6 2U5 0.00 0.00 0.000 0.500 11.29 5.12 0.00 2.56 364.00 354.13 76.00 0.013 12.99 15 23.28 12.50 0.10 21-15 2U4 0.44 0.63 0.277 0.777 11.39 5.11 1.42 3.97 354.03 353.76 36.00 0.013 0.75 15 5.59 4.90 0.12 2U4 2U3 0.86 0.68 0.585 1.362 11.51 5.08 2.97 6,92 353.66 353.28 50.75 0.013 0.75 18 9.09 5.70 0.15 2U3 2U2 1 0.26 0.72 1 0.187 1 1.549 11.66 1 5.06 1 0.95 7.84 1 353.18 1 352.68 1 66.78 1 0.013 1 0.75 1 24 1 19.57 1 5.90 1 0.19 21-12 21-11 1 0.32 0.80 1 0.256 1 1.805 11.85 1 5.03 1 1.29 9.07 1 352.58 1 352.00 1 77.00 1 0.013 1 0.75 1 24 1 19.63 1 6,10 1 0.21 18.29 1 PIPE DESIGN TABLE - for inlets draining to stormw ater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5inlhr 1" used for curbs without gutter Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com AN -1 H OF V,�c V y Alan G. Franklin Lic, No, 35326 O 4Q fssfO NAL c to W Z M� V Q LL U W 11711001 Y < D o z M , R N -J >OC W LL rz w a- ZD r1-- 0 0 c.� w LL W z I< �5; < ..L G co < ry_ r c.6 nr, 0<) W W Q Q U) Z ISSUED: 12-04-17 SCALE: NONE REVISIONS: OF 62 n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology 'Pipe U) 01 U) W v ami CIO� O Q U v E Q U L) Q U 6 o O ci F^- °�' m U CJ YO V U O > c O > a J o N = c u KJ3 P� LL 2 o LL aEi LL' Pipe run: 2V 2V6 2V5 0.15 0.72 0.108 0.108 5.00 6.67 0.72 0,72 359.28 355.73 124.66 0.013 2.85 15 10.90 12.74 0.16 2V5 2V4 0.25 0.68 0.170 0.278 5.16 6.61 1.12 1.84 355.63 355.28 31.84 0.013 1.10 15 6.77 4.70 0.11 2V4 2V3 0.17 0.77 0.131 0.409 5.28 6.57 0.86 2.69 355.18 353.11 109.75 0.013 1.89 15 8.87 6.30 0.29 2V3 2V2 0.14 0.80 0.112 0.521 5.57 6.48 0.73 3.38 353.01 352.35 78.88 0.013 0.84 15 5.91 5.00 0.26 2V2 2V1 0.06 0.77 0.046 0.567 5.83 6.40 0.30 3.6:3 352.25 352.00 24.00 0.013 1.04 15 6.59 5.50 0.07 Pipe run: 2W 2W3-2 2W3-1 :=0.45 1 1.445 1.445 13.004.84 6.99 1 6.99 1 345.75 344.00 1 51.00 1 0.013 3.43 1 15 1 11.97 1 10.10 1 0.08 2W3-1 2W3 1 0.31 10.68 1 0.211 1.655 13.08 1 4.82 1 1.02 1 7.98 343.90 343.35 1 31.84 1 0.013 1.73 1 18 1 13.81 1 7.90 1 0.07 2W5 2W4 0.45 0.70 0.315 0.315 5.00 6.67 2.10 2.10 348.74 348.09 36.97 0.013 1.76 15 8.57 5.70 0.11 2W4 2W3 0.12 0.77 0.092 0.407 5.11 6.63 0.61 2.70 347.99 343.35 102.31 0.013 4.54 15 13.76 8.70 0.20 2W3 2W2 0.10 0.77 0.077 2.140 13.12 4.82 0.37 10.31 343.25 339.10 114.08 0.013 3.64 18 20.03 11.42 0.17 2W2 2W1 0.00 0.77 1 0.000 2.140 13.29 4.79 0.00 10.25 339.00 336.00 36.32 0.013 8.26 18 30.19 15.40 0.04 Pipe run: 2X 2X5-2 2X5-1:::=0.40 0.560 1 0.560 1 13.10 1 4.82 1 2.70 1 2.70 1 343.75 339.43 1 48.00 1 0.013 1 9.00 1 15 1 19.38 1 11.10 1 0.07 2X5-1 2X5 1 0.25 10.72 1 0.180 1 0.740 1 13.17 1 4.81 1 0.87 1 3.56 1 339.33 337.85 1 50.60 1 0.013 1 2.92 1 15 1 11.05 1 8.00 1 0.11 2X5 -B 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 1 339.75 337.85 1 23.69 1 0.013 1 8.02 1 15 1 18.29 1 10.70 1 0.04 2X4-1 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 1 338.65 337.20 1 71.79 1 0.013 1 2.02 1 15 1 9.18 1 4.40 1 0.27 2X3-1 2X3 1 0.15 1 0.80 1 0.120 1 0.120 1 5.00 1 6.67 1 0.80 1 0.80 1 338.65 1 337.20 1 71.79 1 0.013 1 2.02 1 15 1 9.18 1 4.50 1 0.27 2X6 2X5 0.16 0.77 0.123 0.123 5.00 1 6.67 0.82 0.82 338.65 337.85 71.79 0.013 1.11 15 1 6.82 3.70 0.32 2X5 2X4 0.19 0.77 0.146 1.423 13.21 4.80 0.70 6.83 337.75 337.20 31.86 0.013 1.73 18 13.80 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 7.68 336.00 333.10 77.88 0.013 3.72 18 20.27 10.70 0.12 2X2 2X1 0.00 0.00 0.000 1.607 13.49 4.76 0.00 7.65 333.00 332.00 45.00 0.013 2.22 18 15.66 8.80 0.09 - for inlets draining to stormw ater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5inlhr 1" used for curbs without gutter Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com AN -1 H OF V,�c V y Alan G. Franklin Lic, No, 35326 O 4Q fssfO NAL c to W Z M� V Q LL U W 11711001 Y < D o z M , R N -J >OC W LL rz w a- ZD r1-- 0 0 c.� w LL W z I< �5; < ..L G co < ry_ r c.6 nr, 0<) W W Q Q U) Z ISSUED: 12-04-17 SCALE: NONE REVISIONS: OF 62