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SDP201700072 Plan - Approved Initial Site Plan 2018-02-18
INITIAL SITE (& ROAD) PLAN BLOCK F, GY Hy ly & SUB2017-xxx DECEMBER 42017 VICINITY MAP: SCALE: 1" = 2,000 STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. Im "Nors] W WATER LINE (EX. / PROP.) SHEET 3 BOUNDARY/ RIGHT-OF-WAY LINE SHEET 4 WV® WMO 'WATER VALVE/ METER 1. F. IRON PIN FOUND FHA- FIRE HYDRANT I.S. IRON PIN SET YH '�} YARD HYDRANT ROAD PROFILES SETBACK LINE GRADING & UTILITY PLANS BOA G BLOW-OFFASSc.3° PLY — ----- EASEMENT LIMITS SS SAN ITARY SEWER LINE (EX. j PROP.) SHEET 42 CENTERLINE SHEET 43 CO o CLEANOUT 670 CONTOUR LINE (EX. j PROP.) MH MANHOLE;;` E-3:1- <-2.50%- DEGREE/ DIRECTION OF SLOPE _SD— STORM LINE (E_X. / PROP.) 479.70+ SPOT ELEVATION DI T STORM INLET HP 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 PPo 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 ELECTRIC METER CMP CORRUGATED METAL PIPE M TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT - OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX./ PROP.) VC VITRIFIED CLAY PIPE PED ❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM / DWM a /da SINGLE/DOUBLE WATER METER TBR TO BE REMOVED GV M GATE VALVE TBT TO BE TRANSPLANTED TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY APPROVALS PLANNING/ZONING ENGINEER BUILDING OFFICIAL 1 t4_ ; g y�?. 'i✓�4 CJs I ).e,yi ARCHITECTURAL REVIEW BOARDs`�'�;`"''"'rl°t°'fe, ��+1=J998i`ifi in q yp y FIRE OFFICIAL ACSA ✓�yv -- ...� 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 clan@alanfranklinpe.com H Of I ronklin Lic, No. 35326 w SS�QNAt 06 0 ILL �W T c� < 0 T W 0 ry N T -I w v� W Q � z � LJ. `.s o LJJ 0 >� w Z -1 p QCCC.3 _jTT < CLT --N w 0 Q J O Q IX 06 W U) Q T ISSUED: SCALE: REVISIONS: SHEET 12-04-171 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 31 UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" 1N THE OWNER,/ CONTRACTOR AGREEMENT, THE 5 RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. B CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON 15% . 8 * 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 5 13 * D 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 * F 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 18 * 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 QN DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTIED 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. - KUP SET OF PLANS SHALL BE AS BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR, IN THE FIELD. A MAR 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 (11) 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-OIF-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 COMBINATI N TRA T R TR O C O UCK/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 !N BLOCK J AND PARK IMPROVEMENTS TO BE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 T BU A TTERFIELD LANE AS SHOWN ON T HE 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 GLENMQRE 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 IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUINITY 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 ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISIION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A ZONING: NMD (AS OF 07-09-14 -ZMA #2013-0012) BLOCK WITHIN WITH THE TRAILS ARE LOCATED. NEIGHBORING PROPERTIES. DAMAGE TQ LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A "RESERVATION SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE 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 RESTORATION OF SERVICE. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 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 AIND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN 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 VAIRIATION REQUEST FOR 5' SIDE ALLEY SETBACK AND 5' REAR SETS - ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON SITE. ALL OTHERS SHARING 1. E UNTY. THE L ED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY TH CO CONSTRUCTION INSPECTION OF AL PROPOS SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES IN 2014 WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. START OF CONSTRUCTION. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE N 3,890,142 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION( ZONE AND LANDSC/APE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, E 11,520,058 COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO QR AS PART OF THE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE, TEST RESULTS FOR APPROVAL. 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER REQUIRED PRE -CONSTRUCTION CONFERENCE. 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 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A MAX. NUMBER OF NOT APPLICABLE WITH THIS PHIASE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. EMPLOYEES: BOUNDARY LINE OR A NATURAL WATERCOURSE. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DORECTED TO A STORM SEWERAGE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATIOIN AND APPROPRIATE END TREATMENTS WILL BE PARKING REQUIREMENTS: STRUCTURE. FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN PHASE 2 PARKING REQUIREMENT HOMEOWNERS INSURANCE ("PIT(") DO NOT EXCEED THIRTY PERCENT (30°%) OF THE GROSS HOUSEHOLD INCOME. #UNITS: REQ'T REQUIRED PROVIDED WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT I S DEEMED NECESSARY. WHEN GUARDRAIL IS 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 1111_, _"" 37 2 25 84 2+2 (148) REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, "VILLAS TOWNHOMES - 1 -CAR GARAGE 21 2.25 48 1+1 (42)* PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, (GRADING OR OTHER CONSTRUCTION. THE ;......"...... TOWNHOMES PARKING LOT 40 , 2 80 81 AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 11,1,1, CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL ................. _ 1,1,11 11,1,1, :. '__ 1,1,11,_.. ;NOTE ONLY THE 21 TOWNHOMES WITH 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 """"-" ----"- l"• -----.".".--•-1-._..."---".,1,,1,1,.1,_. _.....". -,--- 1-1, -,_ ................... "..".. ,- "-"" _..,._....,; ON -LOT. THE SHORTFALL OF 6 PARKING SPACES (48 REQ VS 42 PROVIDED ON -LOT) IS ADDRESSED AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEA,URES. THE 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT :VIA 1.,11.1. ".. __ ... _......1 111" .1, 111 .__ _... _ ... _,1, " 1, , __ . CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. ;1, 'COMMUNITY. ; CG -9(A, B OR C). 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOb'�+`ABLE SLOPE IS 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DIRIVEWAY ENTRANCES SHALL CONFORM TO VDOT SEE PLANS FOR DETAILS. 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL STANDARD PE -1. _._._,. , " 1..1,1,1,,_ ... _ , 1, , , . 11, _..." _ AREA STATISTICS PHASE 2 LAND COVERAGE DATA SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. AC REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN TOTAL AREA IN PHASE 2 63 01 THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLILOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTIH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS ;NET AREA IN PHASE 2 (100%) 62.87; 1,1,1,1... „ . .....�.......... .............. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ;IMPERVIOUS AREAS (17.60 AC - 28%) ; ;. (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE - • ••••"---- 1,1,-.1,1,. . _ ... ...., ..._ -S1 111 ... ,. .. - . _. _. ROADWAYS &RELATED SIDEWALKS 7.07 AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECIITING THAT SUCH UNIIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THIEN APPROVAL OF THESE PLANS SHALL BE NULL __...... ... ......... 1,1,1,1, ,_,., ......._ ., STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ;PERVIOUS AREAS (72%) 45.27: __ ... 1111_ . 1.1.11. _ .. _.., -. .51 ..111, ._: AND VOID. ENGINEER. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR TO 16' WHERE A 2' OVERHANG IS POSSIBLE. CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' VDOT FOR PUBLIC ROADS. 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 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDIER THE SUBBASE MATERIAL AT ALL CUT AND FILL 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROIFILES. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 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 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSIPECTOR PRESENT. SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAYTRAVELWAYS IN PARKING LOTSSH/ALLBE24'WIDE.ONE-WAYTRAVELWAYS WAIVERS (ZMA 2013-00012) APPROVED► BY BOS 07/09/14: SHALL BE 12' WIDE. 1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN 2. SECTION 4.11.1 -- COVERED PORCHES ANY DIRECTION. 3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 4. SECTION 4.12.9 STREET AND ALLEY PARKING 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A 5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONINCS, WHICH IS NOW IDENTIFIED IN THE 2013 STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOTSTANDARD)S. REZONING AS BLOCK D. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND 6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE: PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT 7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THIE REFERENCE FROM BLOCK E TO BLOCK D. STANDARD PB -1 BEDDING. 8. SECTION 4.15.5.3 --ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER 10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS TUBING. 11 SECTION 4174 B --LIGHTING STANDARDS 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFOIRM TO THE LINES, GRADES, AND TYPICAL MPL ED BY MOOTH CURVES WERE L BE ACCO .I H S ADE TIAL S E IN R S SECTIONS SHOWN ON THE PLANS. CHANG S G APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Yz 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 E TR TI NAC TIVITY AREAS. STOCK TO N ITE IN A LOCATION OU O CONS UC 0 42. ANY TRANSPLANTED STOCK TO BE STOCKED PILED 0 S (VAI RE LOCATIONS SHALL BE BE MULCHED IN AND ROUTINELY WATERED BY G ONTRAGT OR TO ENS URE SURV BILITY. ALL FUTU COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALIL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEIND 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 BE A 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. . . . O . 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 ESTI MATES: 230 CONDOMINIUM / TOWNHOUSE /DUPLEX ; 5.86 0.44 . _ _. -1- 1,1_ 98 574 43 TRIPS GENERATED (PHASE 2) 1,311 101 111.....,_1..." ,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. 0.52 5.67. ...4.84. 1 _ 556 474 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"). 129 1,333 1,150 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 ION 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 SIIGNAGE 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 ADJUSTIED 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 (11) 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 " N CO STRUCTION 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 COMBINATI N TRA T R TR O C O UCK/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. RE UEST OF THE COUNTY ENGINEER CONSTRUCT AND DEDICATE IN FEE FACILITIES THE OWNER AT ITS EXPENSE SHALL AT THE Q SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED !N BLOCK J AND PARK IMPROVEMENTS TO BE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 T BU A TTERFIELD LANE AS SHOWN ON T HE 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 GLENMQRE 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 PROIFFER 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 COINCURRENT 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 APIPLICATION 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 COMMUINITY 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 SUBDIVISIION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A ZONING: NMD (AS OF 07-09-14 -ZMA #2013-0012) BLOCK WITHIN WITH THE TRAILS ARE LOCATED. 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 "RESERVATION COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE 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 AIND 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 VAIRIATION REQUEST FOR 5' 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 25'x0 (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 WITHIIN 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 TRANSPORTATIOIN IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION 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 LANDSC/APE 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 - VARIATIOON REQUEST FOR 5' PENDING BY THE CODE OF DEVELOPMENT. & SIDE SETBACK (15' W/ SIDE ALLEY) - VARIATION REQUEST FOR 5' PENDING 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLIE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF IFOR-SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO MAX. NUMBER OF NOT APPLICABLE WITH THIS PHIASE THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOIUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT EMPLOYEES: SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO TIHE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER ,SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE MAXIMUM BLDG. HEIGHT: 50' ALLOWABLE AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCNKS 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 CONSISiTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND ( ) PHASE 2 PARKING REQUIREMENT HOMEOWNERS INSURANCE ("PIT(") DO NOT EXCEED THIRTY PERCENT (30°%) OF THE GROSS HOUSEHOLD INCOME. #UNITS: REQ'T REQUIRED PROVIDED A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FSR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE SFD HOMES 7.. 2 154 2+2 (308) I ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUIENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS 1111_, _"" 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 "VILLAS TOWNHOMES - 1 -CAR GARAGE 21 2.25 48 1+1 (42)* NINETY (90) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FRO�VI 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 11,1,1, PAN Y F R THE APPLI ABLE l CERTIFICATE OF OCCU C O C JNIT. IF THE COUNTIY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED ................. _ 1,1,11 11,1,1, :. '__ 1,1,11,_.. ;NOTE ONLY THE 21 TOWNHOMES WITH 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 """"-" ----"- l"• -----.".".--•-1-._..."---".,1,,1,1,.1,_. _.....". -,--- 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 . •- .. - _ • "� ... - ,.-...-•- 1,111...... ,, . ,_ "...... .. .......I .., .... __ _. _.... .. . .::_ . THE PROVISION OF ON -STREET PARKING ACCOMMODATION ON ALL ROADS WITHIN THE THE FIRST SALE OF EACH OF THE FOR SALE AFFORDABLE UNITS. :VIA 1.,11.1. ".. __ ... _......1 111" .1, 111 .__ _... _ ... _,1, " 1, , __ . ;1, 'COMMUNITY. ; B. FOR -RENT AFFORDABLE UNITS. _ _ _ _ . _ _ _ ____ 1111 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 IHOUSING 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 _._._,. , " 1..1,1,1,,_ ... _ , 1, , , . 11, _..." _ AREA STATISTICS PHASE 2 LAND COVERAGE DATA THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENIT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE AC REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN TOTAL AREA IN PHASE 2 63 01 THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLILOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR RENT AFFOF;DABLE UNIT OR UNIT IL THE UNITS ARE SOLD AS LOW OR MOD T ERA E COST UNITS AREA OF R/W DEDICATED ALONG RTE 250 0.14^ QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY FARMERS HOME ADMINISTRATION OR ;NET AREA IN PHASE 2 (100%) 62.87; 1,1,1,1... „ . .....�.......... .............. HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). ;IMPERVIOUS AREAS (17.60 AC - 28%) ; ;. (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE - • ••••"---- 1,1,-.1,1,. . _ ... ...., ..._ -S1 111 ... ,. .. - . _. _. ROADWAYS &RELATED SIDEWALKS 7.07 AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECIITING THAT SUCH UNIIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN 1111 "' "" ` ' PARK / RECREATIONAL IMPROVEMENITS 1 28?. N RA T PE V - ADDITION, ALL CO T C S RTAINING TO A CON EYANCE OF ANY FOR RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING ".,';,....."..".,."..,......".."......_; ON LOT IMPROVEMENTS 9 25 THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE __...... ... ......... 1,1,1,1, ,_,., ......._ ., UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE ;PERVIOUS AREAS (72%) 45.27: __ ... 1111_ . 1.1.11. _ .. _.., -. .51 ..111, ._: AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 96 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 FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN SHEETS 44-54 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. K Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com o��, pA_l H OF ,V7� q� /yi V 7 Alan G. Franklin � Lic, No, 35326 w O <c✓ , SS�ONAL �� Z C3 � � Z J m (�j N � � W J � Q _ � Z o Q O �zW Z J �z� oQm o >_ a w J Q H Z KEY ISSUED: SCALE: REVISIONS: SHEET 12-04-17 PIPE DESIGN TABLE n = 0.025 for CMP in = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology ;Pipe UJ U) Nm Z5 a) EE W < E E E 6 r E co 3: 0 U) r_ 0 - - - a) a) a) QE Q) C E co 0 E .. 0 M CL 3: 0 IL Z5 LL . ...... . .. ....... _0� 0 Q) > 121 iE 0 Ycu E Pipe run: 2A 2A3 2A2 1 0.41 1 0.68 1 0.279 1 0.279 1 5.00 1 6.67 1 1.86 1 1.86 1 352.31 352,07 1 31.86 1 0.013 1 0.75 1 15 1 5.61 4.10 0.13 .99 1 345.75 1 344.00 1 51.00 2A2 2A1 1 0.40 1 0.75 1 0.300 1 0.579 5.13 1 6.62 1 1.99 1 3.83 1 351.97 351.50 62.85 0.013 0.75 15 5.59 4.90 0.21 1 1 1.73 1 18 Pipe run: 2B 2133 2B2 1 0.31 1 0.68 0.211 1 0.211 5.00 1 6.67 1 1.41 1 1.41 1 351.75 351.50 31.84 0.013 0.79 15 5.72 3.90 0.14 1 1 0.560 2B2 2B1 1 0.12 1 0.85 0.102 0.313 5.14 1 6.62 1 0.68 1 2.07 351.40 351.30 15.34 0.013 0.65 15 5.22 4.00 0.06 2X5-1 2X5 1 0.25 1 0.72 Pipe run: 2C 2C3-1 2C3 1 0.27 1 0.77 0.208 0.208 5.00 1 6.67 1 1.39 1 1L39 350.50 349.95 79.13 0.013 0.70 15 5.39 3.70 0.36 1 4.81 2C2-1 2C2 1 0.29 1 0.77 0.223 0.223 1 5.00 1 6.67 1 1.49 1 1,49 350.28 349.65 39.36 1 0,013 1.60 15 1 8.17 5.00 0.13 1 3.56 2C3 2C2 1 0.42 1 0.77 0.323 0.531 1 5.00 1 6.67 2.16 1 154 349.85 349.65 32.16 0.013 1 0.62 15 5.09 4.50 0.12 2X4-1 2X4 1 0.13 0.80 0.104 0.104 1 5.00 1 6.67 1 0.69 1 0.69 1 338.65 1 337.20 1 71.79 0.013 2.02 15 1 9.18 4,40 0.27 2C2 2C1 1 0.24 0.77 0.185 0.939 1 5.12 1 6.63 1.22 6.22 349.55 1 349.00 91.42 0.013 OM 18 8.15 5.10 0.30 Pipe run: 21) 2D3 2D2 0.34 0.77 0.262 0.262 1 5.00 1 6.67 1.75 1.75 352.69 1 352.50 32.38 0.013 0.59 15 4.95 3.70 0.15 2D2 2D1 0.09 0.85 0.077 0.338 5.15 6.62 0.51 2.24 1 352.40 1 352.20 33.73 0.013 0.59 15 4.97 MO 0.14 Pipe run: 2E 2E3 2E2 0.17 0.68 0.116 0.116 5.00 6.67 0.77 0.77 1 353.21 1 352.94 33.89 1 0.013 0.80 15 5,77 3.30 0.17 2E2 2E1 0.10 0.85 0.085 0.201 5.17 6.61 0.56 1.33 352.84 352.50 1 52.83 1 0.013 0.64 15 5.18 3,50 1 0.25 Pipe run: 2F 21=3 21=2 0.24 1 0.77 0.185 0.185 5.00 6.67 1.23 1 1.23 359,46 359.10 40.86 0.013 1 0.88 15 6.06 3.90 0.17 21=2 2F1 0.09 1 0.85 0.077 0.261 5.17 6.61 0.51 1 1.73 359.00 357.00 114.54 0.013 1 1.75 15 8.54 1 5.50 0.35 Pipe run: 2G 2G3 2G2 1 0.13 1 0.72 0.094 0.094 1 5.00 6.67 1 0.62 1 0.62 1 358.97 357.51 195.14 0.013 1 0.75 15 5.59 2.60 1.25 2G2 2G1 0.00 0.00 0.000 0.094 1 6.25 6.27 1 0.00 1 0.59 1 357.41 357.00 50.94 0.013 1 0,80 15 5.80 3,00 0.28 Pipe run: 2H 2H3 21-12 0.17 0.85 0.145 0.145 1 5.00 6.67 0.96 0.96 1 350.85 1 350.65 38.84 0,013 1 0.51 15 4.64 3.00 0.22 21-12 21-11 0.15 0.85 0.128 0.272 5.22 6.59 0.84 1.79 1 350.55 1 350.08 71.78 0.013 1 0.65 1 15 5.23 3,80 0.31 1 Pipe run: A2 A2-3 A2-2 0.25 0.72 0.180 0.180 5.00 6.67 1.20 1.20 357.19 355.41 94.00 0.013 1.89 15 8.89 5.00 0.31 A2-2 A2-1 0.23 0.55 0.127 0.307 5.31 6.56 0.83 2.01 355.31 1 354.76 38.94 0.013 1.41 15 7.68 5m 0.12 A2-1 A2 0.15 0.85 0.128 0.434 5.447[752 0.83 2.83 354.66 1 350.08 182.88 1 0.013 2.50 15 10.22 7.10 0.43 Pipe run: A4 A4-2 A4-1 0.11 1 0.80 1 0.088 1 0.088 1 5.00 1 6.67 1 0.59 1 0.59 1 353.25 1 352.95 1 40.58 1 0.013 1 0.74 15 5.55 2.90 1 0.23 1 A4-1 A4 0.14 1 0.77 0.108 1 0.196 5.23 1 6.59 1 0.71 1 1.29 1 352.85 1 352.48 38.10 1 0.013 1 0-97 15 6.37 4,06 0.16 1 Pipe run: 21 213 212 0.04 1 0.95 0.038 1 0.038 5.00 6.67 1 0.25 1 0.25 1 357.90 1 356.80 142.96 0.013 1 0,77 15 5.67 2,30 1.04 212 211 0.08 1 0.90 1 0.072 1 0.110 1 6.04 6,34 1 0.46 1 0.70 1 356.70 1 356.50 21.98 0.013 1 0.9 i 15 6.16 3.40 0.11 Pipe run: 2J 2J8-1 2J8 0.07 1 0.85 1 0,060 1 0.060 1 5.00 1 6.67 1 0.40 1 0.40 1 369.80 1 368.50 22.22 0.013 1 5.85 1 15 1 15.62 1 5.40 1 0.07 2J9 2J8 0,32 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 15 5.66 4,00 0.53 2J8 2J7 0.00 0.00 0,000 0.316 5.53 6.49 0.00 1 2.05 365.50 365.00 44.85 0.013 1,111 15 6.82 4.80 016 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 2A 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 2A 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 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 2J1 0.15 0.85 0.128 1 1.288 6.76 6.13 0.78 7.89 352.65 352.30 35.87 0.013 0.98 18 10.38 6.50 0.09 Pipe run: 2K 2K6 2K5 0.03 0.90 0.027 0.027 0.00 9.08 0.25 0,25 367,80 1 366.48 132.48 0.013 1.00 15 6.45 2.50 0.88 21<5 2K4 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 0.42 126 363.38 359.65 129.98 0.013 2.87 15 10.94 5.90 0.37 2K2 2K1 0.06 0.90 0.054 1 0.216 2.64 1 7.59 0.41 1.64 359.55 359.00 1 38.04 1 0.013 1.45 15 7.77 5.00 0.13 Pipe run: 2L 21-6 2L5 0.03 0.90 0.027 0.027 0.00 1 9.08 0.25 0.25 380.80 379.40 '132.49 0,013 1.06 15 6.64 2.50 OM 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 21-4 21_3 0.03 0.90 0.027 0.108 1.39 8.22 0.22 0.89 375.80 365.90 '34.60 0.013 6.01 115 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 !31.96 0.013 4.47 15 13.66 7.00 0.31 21_2 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 Pipe run: 2M 2Z1 2M6 1 0.80 10.59 1 0.472 0,472 1 5.00 1 6.67 3.15 1 3.15 356.75 353.75 30.58 1 0.013 1 9.81 1 15 1 20.23 1 12.00 1 0.04 1 21\6-1 2N6 1 0.65 10.68 1 0,442 0.442 5,00 1 6.67 2.95 1 2.95 351.25 350.75 56.44 1 0.013 1 0.89 1 15 1 6.08 1 4,90 1 0.19 1 2M3-1 2M3 1 0.56 10.59 1 0,330 1 0.330 5.00 1 6.67 2.20 1 2.20 347.75 345.76 1 18.92 1 0.013 1 10.521 115 1 20.95 1 11.00 1 0.03 1 2M2-2 2M2-1 1 0.13 1 0.68 1 0.088 1 0.088 5.00 1 6.67 0.59 1 0.59 348.13 347.61 1 44.46 1 0.013 1 1.17 '15 1 6.99 3,50 1 0.21 2M2-1 2M2 1 5.21 1 6.60 0.72 1 '1,30 347.51 346.55 1 32.10 1 0.013 1 2.99 15 1 11,17 6.10 1 0.09 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 1.00 15 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 36161 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 M 2M9 2M8 0,05 1 0.85 0.043 1 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 1 0.72 0.144 5.189 17.58 4.22 0.61 1 21.92.1 356.76 353.31 117.94 0.013 2.93 24 38.69 12.70 0.15 2M7 2W 0.41 0.68 0.279 5.468 17.73 4.21 1.17 23.01 1 353.21 350.75 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 2W 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 0A5 30.20 348,60 345.76 148.76 0.013 1.91 30 56.67 ItM 0.21 2M3 2M2 1 0.26 1 0-77 0.200 7.753 18.17 4.16 1 0.83 1 32.24 345.66 343,65 119.29 0.013 1.68 30 53.24 1 11.30 0.18 2M2 2M1 0.00 1 0.00 0.000 8.211 1 18.35 4.14 1 0.00 1 33.98 343.55 341.50 130.53 0.013 1.57 30 51.40 1 11.20 0.19 Pipe run: N2 21\12 21\11 0.18 1 0.72 1 0.130 0.130 1 5.00 6.67 1 0.86 0.86 1 349.48 1 348.72 48.10 0.013 1.58 1 15 8.12 1 4.30 0.19 1 2N1 2M2 0.17 1 0.77 1 0.131 0.261 1 5.19 6.60 0.86 1.72 1 348.62 1 346.55 1 30.58 0.013 6.77 1 15 16.81 1 8.90 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 2.611 115 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 MO 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 0.68 0.122 0A22 5.00 1 6.67 0,82 0,82 364.25 363.81 55.83 1 0.013 0.79 1 15 1 5.73 1 3,31 1 0.28 1 2P1 2M10 1 0.12 0.68 0.082 0.204 5.28 1 6.57 0.54 1.34 363.71 363.21 82.23 0.013 0,61 1 15 5.04 1 7.90 1 0.17 Pipe run: 2Q Z01-1 ZQ1 0.45 0.68 0.306 0.306 5.00 1 6.67 2.04 2.04 364.87 364.31 46.36 0.013 1,21 1 15 7.10 1 5.00 1 0.15 2Q4 2Q3 7.00 0.55 3.850 3.850 17.00 4.29 16.52 16.52 367,00 366.70 30.28 0.013 0.99 24 22.52 7.80 0.06 203 202 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 F364.21 363.61 82.46 0.013 0.73 30 34.99 7.20 0.19 Pipe run: 2R 2R1-1 2R1 0,05 0.55 1 0.028 1 0.028 5.00 1 6.67 0.18 0.18 11 364.75 362.25 22.94 0.013 11 MO 1 15 21.33 1 5.30 1 0.07 2R2 2R1 0.16 0.77 0.123 0.123 8.00 5.81 0.72 0.72 11 362.80 36225 47.39 0,013 1 1.16 1 15 6.96 1 170 1 0.21 2R1 2512 0.39 0.77 0.300 0.451 8.21 5.76 1 1.73 1 2,60JI 362.15 1 361.90 1 32.16 1 0.013 1 0,78 1 15 1 5.70 1 4-54 1 0.12 1 Pipe run: 2T 2T2 2T1 0.09 0.85 0.077 0,077 5.00 6.67 1 0.51 0.51 11 353.70 1 35100 1 25.15 1 0.013 1 2.78 1 15 1 10.78 1 4.50 1 0.09 1 Pipe run: 2S 2516 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 2315 2514 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 2513 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 2513 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 2512 2511 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 2511 2510 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 2510 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 MO 0.18 2S7 2S6 0.18 0.63 0.113 1.378 8.97 5.59 0.63 7,69 347.33 346.61 1 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 0.013 177 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 1 345.21 343.77 103.60 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 1.758 9.56 5.46 0.52 MO 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 1.758 9.74 5.42 0.00 9.53 342.25 341.50 74.06 1 0.013 -1.01 24 22.77 7.00 0.18 1 Pipe run: 2U 2U8 2U7 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 21J6 0.86 0.40 0.344 0.500 11.21 5.14 1.77 2.57 365.75 36410 40.00 0.013 4.12 15 13,12 8,30 0.08 2U6 21-15 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 23.28 412.50 0.10 2U5 2U4 0A4 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 21-13 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 21-12 0.26 0.72 0.187 1.549 1 11.66 5.06 1 0.95 784 11 353.18 352.68 66.78 0.013 0.75 24 1 19.57 5.90 1 0.19 1 2U2 2U1 0.32 1 0.80 0.256 1,805 1 11.85 5.03 1 1.29 1 9,07 11 352.58 352.00 1 77.00 1 0.013 1 0.75 24 1 19.63 6.10 1 0.21 1 PIPE DESIGN TABLE n = 0.025 for CMP ' n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe D U) E < 0 E n3 E < E 6 a -0 (n W > > > > C -a _j (n (6 E D C3T w E 0 LL U_ > E E 3: 0 7 E (D Ce 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 0A09 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 1 0.06 1 0.77 1 0.046 1 0.567 1 5.83 1 6.40 1 0.30 1 3.63 1 352.25 1 352.00 1 24.00 1 0.013 1 1.04 1 15 1 6.59 1 5.50 1 0.07 1 Pipe run: 2W 2W3-2 2W3-1 3721 0 T.45 1.445 1.445 13.00 4.84 6.99 .99 1 345.75 1 344.00 1 51.00 1 0.013 1 3.43-1 15 1 11.97 1 10.10 1 0.08 1 2W3-1 2W3 1 0.31 1 0.68 0.211 1.655 13.08 4.82 1.02 7.98 1 343.90 1 343.35 1 31.84 1 0.013 1 1.73 1 18 1 13.81 1 7.90 1 0.07 1 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 0.013 164 18 20.03 11.42 0.17 2W2 2W1 0.00 0.77 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 1 1.40 1 0.40 1 0.560 1 0.560 1 13.10 1 4.82 1 2.70 1 2.70 1 343.75 1 339.43 1 48.00 1 0.013 9.00 15 1 19.38 11.10 0.07 2X5-1 2X5 1 0.25 1 0.72 0.180 1 0.740 1 13.17 1 4.81 1 0.87 1 3.56 1 339.33 1 337.85 1 50.60 1 0.013 1 2.92 15 1 11.05 8,00 0.11 2X5 -B 2X5 1 0.70 0.59 0.413 0.413 1 5.00 1 6.67 1 2.75 1 2,75 1 339.75 1 337.85 1 23.69 1 0.013 1 8.02 15 1 18.29 10.70 0.04 2X4-1 2X4 1 0.13 0.80 0.104 0.104 1 5.00 1 6.67 1 0.69 1 0.69 1 338.65 1 337.20 1 71.79 0.013 2.02 15 1 9.18 4,40 0.27 2X3-1 2X3 0.15 MO 0.120 0.120 1 5.00 1 6.67 1 MO OM 1 338.65 1 337.20 71.79 0.013 2.02 15 1 9.18 4.50 0.27 2X6 2X5 0.16 0.77 0.123 0.123 5.00 6.67 0.82 0.82 338.65 337.85 71.79 0.013 1.11 15 6.82 3,70 0.32 2X5 2X4 0.19 0.77 0.146 1.423 13.21 4.80 0.70 6.831 337.75 337.20 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 1 0.000 1.607 13.49 1 4.76 1 0.00 7,65 333.00 332,00 1 45.00 0.013 2.22 18 15.66 8,80 0.09 -for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at6.5in/hr *1 used for curbs without gutter Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com A H OF Alan G. Franklin CLI Lic, No. 35326 W /ONAL KEY M1_1)'T72ZT1' 'P H" J �A MIllbl t "Y V, A ISSUED: 12-04-17 SCALE: NONE REVISIONS: I � \ � , /_ I L-) (A ,,, I- -01 , V __��,?� - -1 . _,�, J"" I ,,- _�� I I I ,r�j V r., � - � \:" V� - 1� -, / I I/ 1'f�," I � , Ii % , , 1 1 1 1 - ,/ — .1 1, , "_ � -, - � �/ --__ . -1 - __/ / � - I I , / I I I I . " / /,�,, i �";, , \ - \ ""', , " , ,,, - �", . I I -_ - .. I I / / % , \, � �, � - . 1"... - . / .1 / . I 1� - . - I / \ 1_�, -1 ell�%, �_ - � _1. " ,; I I - t I" / I - - - — .1 1 I - _�� , '' ___,�_ / "" : I I P 1. / / /�', I . � --- , 1. e - , - - 1'_� � --- �, - � - I ! , , I , - I I 1� ___1 ---- - , -1- I . 1. - , , " , , , - I , - - � � / / .1 � , �,\ , , ,I I I I—L'i , A II 1 I .. I .1 I . I I I - - � I 11 - , .- ,. --- . � ,�, �. ,. � Ix I � , I -, I '_ - .- I , ; e - / /�, I 1� ,,,,�k`-,,�,` , , T,�'j 71, , I - __,� . , '17�1' , -C � I I I I � I 11 I . I I - -1 _.- --,---- , / "I' - - 1, � _ -- - , I - - I I , - I . - . 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'11 I'll 1111-1 --- 1-1-111-11-11- � I e I I � 1-11111- I'll, ..... �_ -11 I I'll, __� I I �- I I � I � I r I I �BLOCK B 1 6.71 � < 1 0'-27 � I . � I � I -__--1_ I � - -111-111, _'�__ I � .......... - --------- __-1--11__1--_ � 11 - _-1-1-111111-11-- -..,.- I I—— ' * I -1-1-11,1 .. ... ... ... ''I ; I � 17� � � i I � � I, ___-,_L--- � . , ", I ''I'll��1,1,1.11��,�,�,��,�,�-111111--l"''.-"---,�, . , I I i " � I . �<i 8�-50 � B LOdKC 4-.'6 6 i 4.64 � � � , � I � I ; � . --__---11111- I ,",�___-, i � � � � 30� � ; I I ____ ............................. . .. � ....... __________ ...... ... __ ....... J ...... .. ...... � ..... _. � ""' ' ' _ ' _`_ - - - - -, '' _ - . ...... . ..... . ... ..... � k . I , � i : . ; I ��' 1: i� 'b' _'_'_'__ 2.39 2.39 � I b"' O�-70 � � . � I � � I 1-111-- � � _ , '' , _�__-______ � � i I I 8 'z note I "! ...... � "I' � ; 1-11111111111 ............. . , �"",�,�,�.�,�,�,,�,-�-�-���,�,�,��� .. ..... . _ ...... 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I ; . � � I I I � I j � � � ; � � I � I � � � � J I ; TOTAL I 11. 1.11111.11---11-11-1 _ , ".. � - . i I I � i � 280 �� � I I . �111111 11-1_______ ..... . ____,_ - �, __ __ � "" , _ , """ , __ 1.1�11_ I I - I— """ -., 1- - - -I-I-I I 1-11- -11-1--- I I - I ; : � _1-11-1 1-1 _-, 1111111� I � � � I �DENSITY RANGE REQUIRED BY CODE OF DEVELOPMENT -11 _1-11i_1_-__ -1 , ; I , "I 1-111_--___--- ... . . ......... .. . _.____ _,_,____ ... ,.,._______ ..... . --------------- � ........ ____ . .. ... IIII-I 111111111--111-1 - _ _ ..... ___ --- ; , r , t i � j � � � i t i I � I I : � I � � i o t � � I r � . I 11 ____,_____,_,_ - ,__ i ..... . � i j � i 275-400 � : � , � , -1 _11--l-1-11111 --- - ___ ....... _11, il- I � . � � . � . I I ; i'll, _ � --l", ...... . . , - 11, __ .. .. .. �, , I 11 - 11 11 I I - I I 11 -11 I'll, -I, I I I I-- - .. .... � ...... I'll. 111-1- ._, _ ... . . . . . . ........ ... ... ................. ,''11-1.1-1-1,1.1,1-1 .............. . . .. I ....... "I'll, ... 1.1.11,111,111,111, .. . . . .. .. ...... �._ , � I � , ; � . I � I � . � � I � I � � I I � � § 5 i I I : � � ; I � I I ; � � ... � ... �,,-,�,,.,.,,.,..�,,�,,,,--,,,,,,�,�.�,�.�.�,,,,,,�,�,�,��.��,�,,,,,., ,,,,, _____.____: , � I .111.1.1- 1111111111111111--_-- _ , ,,,, - , , ,,, I - 1-1--l-1-1- � 1-1-1-1 - I'll ________ .... � : I _11.1-1 1.1-1-1 -1111, 1.111,111, 11 � i 1'A PORTION OF BLOCK D WAS DEVELOPED AS 8 RESIDENTIAL UNITS AS PART OF PHASE 1. THE REMAINING PORTION— ' I ' . I. ..... . . z _� � I � , I ]' F`bLbtk btkkt IS IN' LU b'N"O' k§ff'�JS' bt bEJNd'PkoPb�Lb'IFb'k DEVE'LbO' ' 'N'tAt tHIS'TIMt.'A' I�tb-'USE "' � – I � - ---- - I'll. ll-,-,-"---"",�Ill""I",,--I ----------- � . . ..... .. ___,' .. .. .. .. .. ._ --- 1-11 ----- "I'l"-"",,--,-",,,�,�,�,�,�""-,--,�,�,�,��,�,-".-"�,�,-,---"",�,�,,��"-,-,�,�,�,�,�",-",,�,-�",-"-� ... ___ ......... � iBUILDING(S) MAY BE PROPOSED LATER, WHICH WOULD ADD RESIDENTIAL DENSITY. � �____:_ I.. � - - � -1-11111 11 11 11 --1-11-1 -1-11111111.111111 I -.111111111111 . ........ I . .. ..... --1 ......... .... � ---1111 - � - 1-1-1-1-1 - 111-1-11 ....... ____ ...... .. . .. . . .. ...... __ , __ ... .... . .. ___11111-111.1111 : � I , , � � � o � � � � ...... . . _ � ............... _,_____ – -------- _11111-11---i I I ; I � � I I � _ :� ..... .. .... 11.11,11�Ill'..'"',�'"'".,."'"','"'--,. � � � . .. ....... � I � . r j I I � � � � � ; i j I I I I o , ................. '111 - 11 -, -1-1-,______11_-- I'll— 11-1-1-1, ; 2�A PORTION bF'bLdbk'F WA�§ btVE��OPE_D,A� ... S , 6- - R'' E" -S- I b E, ... N'T"IAL, _U,'N1`t§,AS PART OF PHASE 1. AN o � � � ; � I � c � 1-1 1111.11-1-11- I -11-___-_- " _,_ I ADDITIONAL 6 � 11 ; ; I ; � � " - 1� ___ --11- 11 111-- -1-1- 1-1--- I—- __ 11 I 11-111-111111 - __ 1-111 1-11_-1 1-------1--1 I 11 -11 111-1_,_-__-,_, � � I RESIDENTIAL UNITS ARE PROPOSED AS PART OF THE PHASE 2 DEVELOPMENT. � �__ ..... � �,,�ll,",-""""""",�'ll""Il., ,--,., __ " "", � ....... �"-,------""",",--"---""'',"","�,� ..... .... -11-111111111-11-- .... � ----------- 1________.-_--- ..... . . . ... � ;�"",---"""",""-""-----"-,� , - 1- I _ ; �, � � 111_1_1.1.1111� ; ; ; I � � ; � . .... ; � � - - ----- - � ....... .. . �,�""-"-",-""-.�--'"'-,"', . ....... , PROPOSED 200'LEFT TURN LANE AND 200'TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED 200'RIGHT TURN LANE AND 200'TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED PHASE 2 NEIGHBORHOOD ENTRANCE TO ROUTE 250 (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED 200'LEFT TURN LANE AND 200'TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) __ � 7,11 1, /11 � ,,,, " i f .", 11 " ;g -e, I . . --- � I I I 11 A� I ,,, I 11�� I - _�N% � ,; I", �_ . , . , W I - I I / - �1� `l% - . . , I \ IV �, �, I � , , p\r :4:� . . 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I I I I, � I :�_� '< , 1184,� P, ?" _18 'r' -'I ru �,g_� , \ ", ,I �, � Z I / � �-, , - , I , 1, -1 11, I . "'�__ I � 0 - ", , / I., I I ' r ,;11 - % �i , , , , I . , , , � �7 �,., '11- I I . . - 16 - � I � _ . - I , - �, 11 � D& �� , " "' , " . - - I � � , �,� I , . ;,\, I I , -1 -11 . � I I , � I , -1-1.11111, p . � I I - I , , �. -1. � 11 _ .1. 11 - I " I/ � - I I I'll, I � . , �, 1� 1, � , I I , -11111111111111-1-1 - I -,'"I', 1,1-11-11111111-1--l-11111 I , 1-111-1----_1_-- ...... .. � � � I 11 1111�1 "I -_1 """ � ", - -1 -,""I'll, 1-11"-1111 _11-1-11-1 1- .. . � .. . ",,,,,,,�',","","""�"", I IIIIII, 1-111-111 11 "'i--_- , , - " ,� .. .. .... '"' 11 I I �. "I'll" 11__� ", - . ; I � / I I , , . I 1. I . ,�. � I I : I I I c' . : � i , - , , I I I ' _ , I I I " � I , I I I . I e I iTOTAL 1 63.01 - � I , I , , , , , , , , p o � I " /I � ""I, , � . 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I I ,, , I , , I I I I , 1-11 11 I � "I 1111-1-11111_11-1- - -1 1- 1-1 I I -111,11-1 --1__--_ __ -, - , -,I,',, 111�1111_ 1111,_- .... t - ------- � ....... .. ... .. .... .... . . �__, -----`- 11 1. � . 11 � // , I � I � I/ " I . , , ,., . ; I I I , z 5 _. � ...... .. .. ........ . . . � _ I'��,�,-"."-�,�,,-,,,�-,,-,-,",,,,,,-,,-�l,,,,,,,.,,,.-,,�,,,-,,-�,� ....... . ... ,� ........... . �____ - - ------ I I j � _ .11 ,. . � , I 11- - . " . � I 'I r I I �, I � , . , I . � 1� I I 1, I I I - , � / I ,,, , I . /�1_1_1,11 . ' -11 ; ; � I � I � I . , I � , I I I , I I � � I p � r '�' 11 , I , , , -).F IAL, �,` z' I - ' , , � � , ,. . �''. , � , � � � � , I I I , 5 � ; I : I � " � I - . - I I I I e I � � � � e , � � .. - I I;,- /,'� __ - I - / ,I " /__. , ti , � � �, \ � V ',,� ", �, Z . , , I \ q � 1- - e I . 1-l"'ES11 _NT, , I I . � � . , , , . I , . . I , ,\. , . . I , . I .! _ I � / -1, � 1. I / ", I I , , I I , � I , � � I I ! ; i I I I I � . ., - , I 1� 1 , �, , I I I ,/,I I , , -, , , , , I , I % , I . I � , - . , I � I I f I I . � � , . V '1,1'� I'�, " A I 1, - / I . � . � .� I I I ; , 1, �, , t I- I 1, , -1. I I .- " I ". - / 0 " , .1 I / I _� - , , " � ., I � ,� I �_ ", \ , " A, , �. ., 1. I ' 1, - ". , I � i � ; � 1-1----____ 1111-1111-1-1111 .... I I "I", I I - -1 ; - I I 11 I I � � � ---III -111111 � 11 11 ,,,,,, , , _'; . i 1- � I I ,� � , � �, ; , i� - - .1 I - , 1. - 1, 1, , '. // i __ -, "I ,/ / * I , / �I / 11 ,. I , , , , I , I . I , ; ",____ ..... _11 - 11 11 r I . I 11 --� - -1, I _', I - . I I 11 , " I / �, I ' � ! I �'NOTE: BLOCK K, WHILE PART OF THE RIVANNA VILLAG 'b�v��60i�X�'�t'i�'ONDERs�'OAi�Att'bVVt4���HIP A 'tHEkE#bRE NOT PART ci�'PHAS� 1bRIJHASE� 2-bATA. " ' - '_ ' _' I/ � I Z I , 11, -, � 1'� -, � �, .- I , , , , - - DL'� -' "'21 , .� - � , \ , \ � 1. I I I ; � I I-- �i - - - - __ � -1. .1 I � 11 I I / " . I, " ""I � /_ , 4-3,04,ry I , , ,� � 'I � 1, i I I . _ I I " - " I I , I , I - - - , / I I . � . I %, � , I " 1, \, i� � � � I 'I., _. I . I � I "I I , / / �i � I t � I I - I I / - I I, 1� . " I � I - , I , I Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com , , �A-1 H OF _T�N 6, ,;, � ,!v*�, � I$ I d -Is", , Alan G, Franklin -0 af 1;0 Lic, No, 35326 w 10 IQ, �' -, 1� 115, � 0 N A L � �"� 00-1-1 —) 06 .,� W, 77 ., 0 .., U - U) m o (D < 0 Z . j < (D co S..-.01 0� CN > uj W �� W� = �: < > 7- r) ZD < 0 0 (L) U- LJ Z ry < j < IL < 2 00_1*N L1j 0 > co < _j 0 �� < = 06 N%%-.Ol uj �_ (f) _j < �__ Z ALI LLI U) < = r) KEY � I ._:Irii�'7i��IP� —I-- . � , , �I 1�,i�i'-,i -;"jik-�,i-� �i '�-,,, I ,,,,�� I P__Imp��,,,,I�� , -5",f - , I � ", 1, 11117i`1110 � '', IT -R, __ - �,� _1116.`iP_ - - �, , �/'F I �m�,.-j __�11,111 -1,_-, - -_ 1--_;,,�; t._., 1,11A , �,rg�-,- ,� - , I - N', �4",, -I) ,57!�,,-_�),i, -,li!, ',,".'_�' , _ �---- -;,-��" Q, "I p'� __,",", ", I '" � - 'a, � 'T , - , , " 21.2i, ,,&, . .*. _I, "L"A , I :. 11�11;111,'!�,,', , , � It j, Z fi-- " I '11�'11 ".m. � � ,V1, � m M ,,, "'N ,_!_ , " - , � �� �,,.rfi,�,"i ? , 'V,X�,,,_�,� "' . - , , , , - V �`, " ;1 , 'A , -.--_-1---' m- i � - "Al", , ,�,-,�,�) , ,I " %�,)' __; . -11. -i i, , � P-,� "11, �; , �-,IL�,- 1i " "'��__ , ,,I ,,,, I , ,� " - L "I , 14 1 , ��11'1� �;� 1�,;,. � ,_'_"",,,-.,/ � ", -1, - � IF" v�,,�,,�,', %� I , �'_ J'�' I- ill., -,.,� �"" , ,L'��',� - � ��,,�-,�"eI�_ F _1 �'�"" , :,Z, ,:; I I _i IZI m ,Z ��. I 11.� ,. � �111 — _____, � :; — , ISSUED: 12-04-17 SCALE: ill =100' REVISIONS: SHEET Aa mo 12' EX. WESTBOUND LANE 12' EX. EASTBOUND LANE OR WESTBOUND LEFT TURN LANE 12' NEW EASTBOUND LANE 6' PAVED SHOULDER 2' MIN. MILL & OVERLAY VDOT STD. GR -2, TYP. MAINTAIN EX. CROWN /MILL & OVERLAY EXISTING LANE I WITH 2" SM -9.5A / EX% 7 nnoi ----. ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION TYPICAL SECTION 6' MIN. FORESLOPE �1 � A4, 2.58' vnnT QTr) r('--7 TIE TO EX. GRADE N.T.S. -• • �-• •• ' r• • $%TYPICAL SECTION N.T.S. 4, kN, ilkag"Pop, !AVTP0)6 �44 ��Fe vo h"� 0 M, rk, i 1 911 rl�__ - UV uv G G Q,0 \' c CONCRETE SIDEWALK, VDOT STD. 2" SM -9.5A TYP. CG -6, TYP. 3" BM -25 6" VDOT #21A Lj l TERRAPIN LANE, CRESCENT AVENUE, CREEKSIDE DRIVE TYPICAL SECTION e VV, V(1 ' a �° N.T.S. TO EX. GRADE TYP. CG -6, TYP. 4" BM -2!5 8" VDOT #21A BUTTER FI ELD LANE B/W ROUTE 250 & TERRAPIN LANE TYPICAL SECTION Vvvi oiv. -25 TYP' CG -6, TYP. 4" $" VDOT #21A BUTTERFIELD LANE, EASTPARK ROAD, CATTAIL TRAIL TYPICAL SECTION CATTAIL COURT TYPICAL SECTION Fagg h.ZI-52 '.1'ypirnl 'i;1'nflic t:.'NlnfrcNl Leine Closure on a Two -Lane Roa4vratj, Using Flaggers (i{ bTt r'c 'l';l`f ♦'_2:3.1); NOTES 3" BM -25 �• 6" VDOT #21A BUMPER BLOCK, TYP. CG -2, TYP. August 2011 f i.�ttl�7ttca: 1 &,S177.1Pa(172g i S(Un e 5`houlel be ;tiW=Safj' 4V'} 6Yfe "ll7E'}1tl,ti (e(l b lbCtl lirr)it is 45 ?nph or �ies.k, a,?7 500'-80W t�h re ths' x'tr;t a] s} e�1ltr)ri! i. ?-v ,'ter them 45 rrrph. Care shll.,ulel be e: er(:rA'E'd iti17ar2,E'.7L<tL�t74.ladFY,!�� 1r7P.-imlitS Lr/ 1.i1Yc lvorlt•--30F)e do insurt:,R7al:rT unl pvsr !3Ne _ , s rr�lit distanc>? in adi:•arace :?,1 tF7e t?�rgger tifi t�rtion arty trs�rtsrr�ur�. bas on i& pc><}rni she si drn7it and at, le,rst egl?al io or sgreat r than thevoluoy in Tably 6YN 3. a ul_ ar° bate of sr f fi'nrrt fate grcri lric fla .ge r. ,si rrthne' sr i r; tF rhe: flogger<. 3. %V1101.e Riiiilt-of-W,,zR- or geometria oondition,--orevein tha usia of 4S" T. 48" wigns, .36,"x :36" sigil l inav be used: Standard. a. Flaggingstations shall be located far enough in advance of the work space to permit approaching; traffic to reduce speed' acid/or stop before passing the work space and allowsufficient distance for departing traffic in the left lance to return to the right lane `}adore reaching opposing traffic (sce Table 611-3 on Page SII -i); 5. All daggers shall he state certified acid have their certitication card in their possession when. performing flagging duties (:see Section 6E,01, Qualifications for llla„ggers�). 6 Crane spacing shall be at the fnllo ing: Lane Closure on a Two -Larne Roadway L -sing Fbggers (l+'iiartr•e `l"1"('-26:1}� Y ' 3 7 ! x y y s l 3' 5vt}p.,+. -NOI.I..V.l..S 3'_)!DV1J �K SEE NOTE 4 PaOe, 611-53 Posted Speed Limit (mph) 80'- 120' Location 0-36 36+ y f fCatlSltlr CYS(7 ting 2Ci` 1' SHADOW VEHICLE TraVelway Spacing 0 80 h; � i REQUIRED y� SEE NOTE 7. .A.shado-w -,chicle with at.leatst one high intensity amber rotatir7f;y;rlsCllli?tlltgy 41' sti'rilte iJgllt shall. be parkcd SO'- 120in advance aftlic first work crel . 50,- ICIO' Option: s FI.Ar ER STATION TYP, SEE NOTE z S. SlTykm�mtal Tlag tit may lay:' rvciuycd in 11 -ds atoa to gi ;c aclvagcc wirnitu, offate operation t icael slowing approacbij)g traffic prior 1t7 reaching fate fla eT statiirm (rr-queued traffic. SEE. iVQTE 1 �? t•l'th rr t+e cI ire:_gic rew;hes the BE Pr�EPARED To S -OP {T�'3-3J .ri�Fra.:ihe7t dw si,�t s :s7�tvrt�il ht W20-7 ruuifjust zl ui ,t r� oder cir dcrrtc'es. -- I '� SEE NOTE i x � z 10 Wlvn a hi tars xy-:s i? crossing exisfs vvithin or upstrean7 of iilae Oans'iiion area and it is anti�t ted that gvcues r-e:suhing frr)m the Icive, eiosur^e twglii evend than, ugh Me highry w -rad grade Crossing, .tide Wu 4 ieytl1rar xry it x tae cr7t2tto f r7i2c>. sigr,ttfil be ¢xtcvt zQcl.ao tfi t thlo ira,..srtiriei area precedes; the lilk r Axl-roilS _ � SEE SEE TE wy y NOAlVII 1 'l:Y'GtS.]r r1t5,{N'F.E:-Figure TTC-,HCl, lbr G<1r 17fTUnCal in. ;,1rtUn.0ra;hl.iii,nvcn,-rail Standard1-4 11, At.night, Rigger stations shall br illuminated, L`.cerpt In etnn;rgenciis (ste. Section 6u, .08). SEE s Option: x NOT x 1 . �be L11trettid l�n tf�. a rn1ct,h>l oDerattion nrsiwn thu total riad�ax"t�1ih s �tC nis nu . err/2+7-1 fee[or lesless e 13. For lc)titi-rc>iume Situations i�.�ith short wt)rk dines inti atrai lht rz)dd><taya 4vlterg the flayget is visible t[i road us&s alit.roaChiits fioni brain a single flap,2w. poAtioned t6 be vj,sible to road users anrrrnnrhn id from hnilP dirnn.finnc "IAV S"ns;.ri 1gnr i'hnntn 'Aj,.1 N.T.S. N.T.S. ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS WP- ACENT TRAM I:ANE ASP14ALT PAVEMENT WIDENING 12`'Jc EDGE OF EXISNG PAVEMENT AAS :DETERMINED iN FIELD) TACT( COAT THE PROPOSEtF CONSTRuCTICN JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT.LAYERS EXis,nw sUwAsa`E PROPOSED SUBBASE ".. - C:OIMPACTED SUBGRADE CONSTRUCTION JOINT IDETA IL ®. `.REMOVE EXISTING ASPHALT LAYERS TO ,EXISTING 508@ASE-:,AMID REPLACEWITHPROPOSED. A IPHALT WIDENING LAYERS - �. PROPOSED MINIMUM 1, �/y INCH THICK ASPHALT 'SURFACE COURSE (SEE` NOTE 51 : MINIMUM t NCHES,.OR GREATER AS NECESSARY TO ABUT THE FI1LL`THICKNESS OF EXISTING ASPHALT' LAYERS AS DETERMINED BY CORES CSEE NOTE 3) NOTES: 1 ASPHALT PAVEMENT .WIDENiNG SHALL HAVE A PAVEMENT DESIGN IN -ACCORDANCE WITH CURRENT VDOT PROCEDURES ME) BE APPROVED. BY THE ENGINEER. Z THE PAVEMENT DE51GM FOR, ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAvEMENT, 505WFAGE DRAINAGE OF THE EXISTHC AND PROP05ED,PAIIEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN, 3. A MINIMUM OF THREE': CORES SHAM BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL.LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE GORES SHALL BE SPACE] NO MORE THAN, 500 FEET APART, 4. THE ADJACENT TRAVEL LANE -SHALL, BE MILLEDD-A MINIMUM DEPTH OF 1� INCHES AND REPLACED WITH, AN ASPHH-T-a'URFA+CE COURSE TO MATCH THE PRC M. EQ PAVEMENT WIDENING' SURFACE 'COURSE, UNLESS 'WAIVED BY AE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MEUNG DEPTH OF THE EASTING PAVEMENT TO BE ADJUlSTED TO ACHIEVE AN ACCEPTX LE PAYMENT CROSS -SLOPE AND EFFECTIVE SURFACE ORAdNAGE S. EASTNG PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TF -IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION -.315-06(u) OF THE.SPECIFICATICNS EXCEPT THAT ALL JOINTS AT TiE-IN LOCATIONS SHALL BE TESTED USING A 1D FOQT STRAIGHTEDGE IN ACCORDANCE W17H THE REQUIREMENTS OF SECTIDN 315.07(a) OF THE SPECIFICATIONS. PH& i I�i�'UY EMENT i# i�JENING SPECIFICATION REFERENCE REY 11ra7- - FC_?_R -WMING SUBJECT TO. _ TRAFFIC .. _305 303.D2 VIRGINIA, DEPARTMENT OF ITRANSPORTATION 315 G PAVEMENT WIDENING (VDOT WP -2) 8 % 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 T H OF � .off �y�. U 71 Alan G. Franklin Lic, No. 35326 W f Ss NAL 06 0� J Q p- w j z O W � Q N � � > ©C w J 0 W >: ZD (f) r1ro < 0 7 O LL W 0 J W u) W Q 0 < U 06 r W v 1 z ISSUED: 12-04-17 SCALE: NONE REVISION SHEET WIDTH OF ENTR NICE _ LIMITS OF PED.LIMITS. QF PEU: ACCESS' ROUTE, -` ACCESS -R4WTE m UNPAVED -SPACE NON -TRAVERSABLE -' Z ARE -UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL AGOIFIDNfL IHGHT-OF WAY 15 RE UIREp F THE LIMITS OF PEDESTRIAN ACCESS ROUTE --EXTEND BEYOND EXISTING OR PROPOSED, VDOT RI HT,Of -WAY.[ 2'-(Y' t PEDESTRIAN ACCESS ROUTES PROVIDE A CC.., NU US o; UNOBSTRUCTED, STABLE, FIRM .AND SLIP'- RESISTANT PATH CONNECT@JO' ALL .ACCESSIBLE ELEMENTS DF'c- FACILITY- THAT CAN BE APPROACHED, ENTERED AND USED BY -PEDESTRIANS. F ACCESS- ROUTE IS ANAGENT- SECTION F -F TO BACK OF CURB, MINIMUM WIDTH SHOULD BE. 6'. 0 IF PEDESTRIANACCESSROUTES M{� ARE.BEINC- 15 REQUIRED WITHMUM 4' MAX.27 R OSS WIDTH TS REQUIRED WITH A. 2% CROSS SLOPE, i}.�-.•II HALF PLAN C p, WHEN USED IN CONJUNCTION SMITH S7ANDARO ,,'p, • n. , ti CG -3 OR -£G-7, THE CURB FACE ON THIS ' STA140APD 15.70 -BE-AQJUSTED T4 -MATCH MOUNTABLE.CURB-CONFIGURATION. THE - PATAEOLIC SECTION E -E 51QEWALK - :CURVE- ' _ NORMAL GUTTER A.. _--�- - - - -- vF. L X D`; .'• - 3^ a,P *OO-1%:CHNG bgY y T)i aetia,, gN'd4g4Da:"-�iA ®aCLASS tH.E.S.)GONG, e b• o t: fi" AGCR:,BASE TYPE I S12E 218 . POINT OF GRADE- CHANCE - ,SLOPE -• s. a . n, - tZX MAX J 5"0'. > - ... - FOR CURB ANTI CUTTER ONLY SaWALK OR SIDEWALK SPACE FDRv'51DEWALK. CURB AND GUTTER --a 12 X MAXIMUM INCREASE IN SLOPE- AT MINIMUM 10' INTERVALS B INCLUDED IN - -.GLITTER -(BUILT CON CURRENTLY .EGTI{�N -FIRST D -D 7f. DK 3 X MAXIMUM. [IECREASE IN SLOPE . FOR 10'IN7 ERNAL-AND SECTION- C -G" -. - B- X MAXIMUM DECREA5iE FOR-5UCCEEDING MINIMUM 110' INTERVALS . SPE13FiCATION REFERENCE - p,�h�/'+ p STAND -ARD ENTRANCE GurTER - - '�Lf[]�'T -- ROAD PND BRIDGE ST ANDAfiD$ - (FOR USE WITH UNPAVED-SPAC€ -BETWEEN CURB & SIDEWALK; REVISION DATE- SHEET i of t 502- - VIRGINIA DEPARTMENT OF TRANSPORTATION C1/13 203,02 BY THE -ENGINEER; THEY ARE TO BE -PROVIDED AT INTERSECTIONS. WHEREVER I AN AOCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS. EXISTING, PROPOSED, ' _ - -DR NONEXISTENT. THEY MUST BELOCATEDWITHIN PEDESTRIAN CROSSWA1,KS - - 120 A5 SHOWN ON PLANS CR AS DIREC7ED TAY. THE ENpNEER. ANO SHOULD NOTOMO, .iI tl MAX . BE LOCATED 13EFIND-VEHICLE STOP LINES,. EX15TI14G LIGHT POLES -,"FIRE �� HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUS 5 3• �� X � .UNOBSTRUCTED. STABLE, FIRM AND SLP -RESISTANT PATH' CONNECTING ALL ��-•-- ACCESSeLE ELEMENTS; OF A FACILITY T. AT CAN BE APPROACHED, ENTERED -AND .USED BY .PEDESTRIANS - - - {, WH - -' B. RAMPS NAY BE PLACED ON RACIAL OR TANGENTIAL SECTIONS PROVIDED THAT:, ICG 12 THE CURBOPENINGIS PLACED- WITHIN THE -LIMITS OF- -THE CROSSWALK AND OF -WIDTH: Or '. -PERPENDICULAR TO THE CURB. -F TRAt THE DETECTABLE WARNING SHALL BE PROVNIED BY TRUNCATED DORIES,. DETECTABLE WARNING TO BE. CLASS A-3 CONCRETE (CLASS A-4 IF. PRECAST? WIDTH OF ENTRANCE _ PARALLEL ;: PERPENDICULAR EKPANSiGN -JONT _ -LIMITS DF-- PEDESTRIAN' """ '--i` LIMITS OF PEDESTRtAN �''-ACCESS 10-5 5G2 ACCESS ROUTE - NON-1fRAVEftSABLE ROUTE ti - _ UNPAVED SPACE _-GNPAVEO SPA£E . -EXISTING OR PROPOSES J w - ... - - SaWALK OR SIDEWALK SPACE PEDESTRIAN ACCESS ROUTE DETAIL B INCLUDED IN - -.GLITTER - - - EXPANSION JOINT - ENTRANCE V. -M -. - . AG91TI{INAL RICHT-CF-WAY IS REG (RED IF THE LIMITS OF -PEDESTRIAN ACCESS --ROUTE M EXTEND BEYOND-, EKISTINC w - OAR-PROPOSEV, VDDT RIGHT -OF WAY. IF RAMP FLOOR IS -PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS: SD 5' N 0 Cry 4 4 0 4 0 6.O 0 THAT ADJOINING FLARER SIDESCAN BE CAST 1N PLACE AFTER .PLACEMENT OF PRECAST ,RAMP FLOOR. PRECAST CONCRETE SHALL 13E CLASS A-4, r x - t,2j�-Mp%-- _ LANDING- a}C w r z REQUIRED BARS ARE TO BE NO, 5 X S' PLACED t CENTER TO CENTER ALONG 12�MAx w 0 0 0 0)-. O 0 C 0, 0 0 0 0 O .BOTH SIDES OF THE RAMP FLOOR, MID-CEPTJH-9F RAMP FLOOR. MINIMUM --- -CONCRETE COVER- Ixt-' iy FLOW LINE fl - 6.CURB ENTR?NGE W10TH :Fj5EXFANSION . !-,jMINIMUMi6' JOINT ABS{}LUTE MINIMUM 12' ES�VSLIP-RESSTONTIANT ® GSTABLEE, PARALLEL IRM_ iANOROUTES UNQBSTPUCTEDPEDESTRIAN S._ n- --CONNECTING -A �°- EOGsE_OF.-PAVEMENT- -: - - PATH PLL ACCESSIBLE -ELEMENTS - FACILITY THAT CAN BE APPRO)A0--ED,-ENTERED:- OF AND - y.• b`. b. '�',- ..F- .-E_ (GENERAL NOTES) VIRCNNA DEPARTMENT OF TRANSJ7DRTATIpN rE-D 67 PEDESTR1nIgS, SHEET 1 Ot--' S' � A - HALF PLAN +K IF PEDESTRfrx-ACCESS ROUTES 10 ARE BEING- PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH- IS SECTION BI - - REQUIRED- *11H A MAX...2X CROSS SLOFE. - - - _ - - - W'tEN-USED IN CONJUNCTION WITH STANDARD - - CC -.3 OR,.CG-T, THE .CURB FACE ON 7HIS - - - - MATCH 10 13E �T.4�IC�tURA DHE - - - MOUNTABLE Z'11FtB5 jO . a.. ... - Q LINPAYE6- St0E4jALK SPADE - -PARA$CII.1C- - SPACE CURVE •n - '`� NORMAL CUT TER _ 1� �� XX I - � SECTIt?M �-� b.=.�_0�"Tfl ~-'-_.--. TDXCHANGE - 2g • 0 6- AGGREGATE BASE-- - - --ICI.ASa: A3 SH.E:S.! GOtIG.. - -TYPE i SF2E 21812t � ---- b'-0" POINT OF -GRADE MANGE ' °f h` • c. MW SLOPE - FOR CURB AND CUTTER ONLY •a Y X 12 X MAXIMUM INCREASE N SLOPE At MINIMUM 10 INTERVALS -a FOR 9 AAL CURS AND GUTTER - x X A; 3 X.MAXIMUM DECREASE IN -:SLOPE FOR --FIRST ITINTERYAL'AND- '.BUILT' CONCURRENT[ Y - - 8 S:MAXIMLIM DECREASE FOR SUCCEEDING MINIMUM10'INTERYAL5 SECTtQN A A SECTION O -D XvcxaT STANDARD ENTRANCE GUTTER SPEC CA NCIE REFERENCE - ROAD AND BRIDGE STANDARDS VIRGINIA- DEPARTMENT 'OF TRANSPORTATION. y SHEET I OF 1 REVISION DATE 01f73 -203:13 BY THE -ENGINEER; THEY ARE TO BE -PROVIDED AT INTERSECTIONS. WHEREVER I AN AOCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS. EXISTING, PROPOSED, ' _ - -DR NONEXISTENT. THEY MUST BELOCATEDWITHIN PEDESTRIAN CROSSWA1,KS - - 120 A5 SHOWN ON PLANS CR AS DIREC7ED TAY. THE ENpNEER. ANO SHOULD NOTOMO, .iI tl MAX . BE LOCATED 13EFIND-VEHICLE STOP LINES,. EX15TI14G LIGHT POLES -,"FIRE �� HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUS 5 3• �� X � .UNOBSTRUCTED. STABLE, FIRM AND SLP -RESISTANT PATH' CONNECTING ALL ��-•-- ACCESSeLE ELEMENTS; OF A FACILITY T. AT CAN BE APPROACHED, ENTERED -AND .USED BY .PEDESTRIANS - - - {, WH - -' B. RAMPS NAY BE PLACED ON RACIAL OR TANGENTIAL SECTIONS PROVIDED THAT:, ICG 12 THE CURBOPENINGIS PLACED- WITHIN THE -LIMITS OF- -THE CROSSWALK AND OF GENERAL NOTES '. -PERPENDICULAR TO THE CURB. 1.- 2; THE DETECTABLE WARNING SHALL BE PROVNIED BY TRUNCATED DORIES,. DETECTABLE WARNING TO BE. CLASS A-3 CONCRETE (CLASS A-4 IF. PRECAST? 9 -. S. TYPICAL CCISIDDEWALII IS 4" THICK- WHEN THE ENTRANCE RADNCMNQT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTIGPATED HEAVY TRUCK PARALLEL ;: PERPENDICULAR WITH SLIP RESISTANT-N7EORAL SERFAGE COVERING THEFULLWIDTH OF THE' yyt MAY TRUCK IRAFF-IC).FOR (CONCRETE DEPTH:. 10-5 5G2 RAMP FLOOR BY 2 FOOT IN LENGTH IN THE .DIRECTION OF PEDESIRIAN - - THEMINIMUMWIDTH-.SHALL-IBE THE WIDTH Of THESHAREDUSE -PATH TRAVEL .OTHER TYPES CIF MATERIAL WITH THE TRUNCATED DOMES. DETECTABLE TYPE A 'A d x 4'.LANDING AREA SHALL BE -PROVIDER TD MAIdEIUVER A WHEELCHAR _ - WARNING MAY BE USED WITH THE APPROVAL OF THE. ENGINEER . PERPENDICULAR LANDING ATEA MAY INCLUDE THE. GUTTER PAN. 3. .SLOPING SIDES OF CURB RAMP MAY BE POURED M(ONOLITHICALLY WITH RAMP - - - -. , _ FLOOR OR 8Y USING PERMISSIBLE CONSTRUCTION JOINT WITH- REOIIIRED BARS, a ;a a. a LU3 z MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH C IF RAMP FLOOR IS -PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS: SD 5' N 0 Cry 4 4 0 4 0 6.O 0 THAT ADJOINING FLARER SIDESCAN BE CAST 1N PLACE AFTER .PLACEMENT OF PRECAST ,RAMP FLOOR. PRECAST CONCRETE SHALL 13E CLASS A-4, r x - t,2j�-Mp%-- _ LANDING- 5. REQUIRED BARS ARE TO BE NO, 5 X S' PLACED t CENTER TO CENTER ALONG 12�MAx 0 0 0 0)-. O 0 C 0, 0 0 0 0 O .BOTH SIDES OF THE RAMP FLOOR, MID-CEPTJH-9F RAMP FLOOR. MINIMUM --- -CONCRETE COVER- Ixt-' AT BACK OF CI1RE�, VARIABLE )FULL WIDTH'OF- RAMP FLOORSEE;"NOTE 6.CURB / CURB ANQ' GUT, TER -SLOPE TRANSTRONS AID AGENT TO CURB-TRA,APS TYPE B DETECTABLE YVRRNING. INSTALLED ON A RADIUS ARE INCLUDED IN PAYMENT FOR CURB t CURB *0 GUTTER: PARALLEL - CG --12 DETECTABLE' 7. CURS RAMPS ARE TO BE LOCATED AS SHOWN,ON THE PLANS OR.. AS DIRECTED ROAD -AND BRIDGE STANDARDS ..F- .-E_ (GENERAL NOTES) VIRCNNA DEPARTMENT OF TRANSJ7DRTATIpN BY THE -ENGINEER; THEY ARE TO BE -PROVIDED AT INTERSECTIONS. WHEREVER I AN AOCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS. EXISTING, PROPOSED, ' _ - -DR NONEXISTENT. THEY MUST BELOCATEDWITHIN PEDESTRIAN CROSSWA1,KS - - 120 A5 SHOWN ON PLANS CR AS DIREC7ED TAY. THE ENpNEER. ANO SHOULD NOTOMO, .iI tl MAX . BE LOCATED 13EFIND-VEHICLE STOP LINES,. EX15TI14G LIGHT POLES -,"FIRE �� HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUS 5 3• �� X � .UNOBSTRUCTED. STABLE, FIRM AND SLP -RESISTANT PATH' CONNECTING ALL ��-•-- ACCESSeLE ELEMENTS; OF A FACILITY T. AT CAN BE APPROACHED, ENTERED -AND .USED BY .PEDESTRIANS - - - {, WH - -' B. RAMPS NAY BE PLACED ON RACIAL OR TANGENTIAL SECTIONS PROVIDED THAT:, ,,�--•^--^•^- - -' AT Y: -" HIGHER THAN EDGE -f.?F AYERA THE CURBOPENINGIS PLACED- WITHIN THE -LIMITS OF- -THE CROSSWALK AND OF THAT THE SLOPE AT THE CONNECTION CF THE CURB OPENING IS s AT�� ,SAME AS TCS. S CURB -PERPENDICULAR TO THE CURB. TRUNCATED DOMES TYPE �G- S. TYPICAL CCISIDDEWALII IS 4" THICK- WHEN THE ENTRANCE RADNCMNQT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTIGPATED HEAVY TRUCK PARALLEL ;: PERPENDICULAR TRAFFIC, REFER TAT -STANDARD CC-11CD04ERCIAL ENI(HEAVY- - CG -12 DETECTABLE' WARNING SURFACE - - -- -- TYPE- B (PARALLEL.). VIRGIN16 DEPARTMENT OF TRANSPORTATION TRUCK IRAFF-IC).FOR (CONCRETE DEPTH:. 10-5 5G2 la- WFIE14 CURB RA14PS ARE USED 'IN-CONJUNICTn7N WITH A: SHARED USE PATH, REVISION DATE SII THEMINIMUMWIDTH-.SHALL-IBE THE WIDTH Of THESHAREDUSE -PATH 11. WHEN ONLY ONE CURB RAMP 15 PROVIDED FOR TWO CROSSINGS tD1AGONA0. 'A d x 4'.LANDING AREA SHALL BE -PROVIDER TD MAIdEIUVER A WHEELCHAR _ - -INTO THE CROSSWALK !W'IT'HOUT. GOING INTO THE TRAWELWA•Y. THIS 4'-x 4' LANDING ATEA MAY INCLUDE THE. GUTTER PAN. DOME s 12. ALL CASES WHERE CURB RAMPS' INTERSECT A RADIAL SECTION OF �.TRUNCATEO 1 214" C -C d CURB AT ENTRANCES OFSTREET CONVECTIONS THE DETECTABLE , _ WARNING SURFACE SHALL HAVE A FACTORY RrOJUS OR BE FIELD a ;a a. a LU3 z MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH j G) c1 ':0 .a 0 OQ D P a THE 13ACK OF CURB: 0 Cry 4 4 0 4 0 6.O 0 - 12AiJP I+ Q R A7. 4 P O 0 Q Q Q Q Q D o -: _ LANDING- Q W Q P Q Q 0 Q Q Q 4 R- ;y- :~ cj:a o Q g a o a Q ex Q n.Q e� o 0 0 0 0)-. O 0 C 0, 0 0 0 0 O '. 50)t 65 QF BASE .[NAME TEE? - 0.0 0 a O>. D. 0 4 it 0 0:Q a' 0 0 �GTABLE W.4fRFNING ti AT BACK OF CI1RE�, VARIABLE )FULL WIDTH'OF- RAMP FLOORSEE;"NOTE 1't. %+ DIAMETER, -_) _ - PAY LIMITS. DETECTABLE WARNING TRUNCATED DOME DETECTABLE YVRRNING. INSTALLED ON A RADIUS DETAIL DETAIL �XVDC)T - CG --12 DETECTABLE' [ A j WARNING NG SU t14,2 SPEDIFICaT1dH REFERENCE' ROAD -AND BRIDGE STANDARDS ..F- .-E_ (GENERAL NOTES) VIRCNNA DEPARTMENT OF TRANSJ7DRTATIpN 145 DCS SHEET 1 Ot--' S' 'REVISION .DATE 7ftt NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST 1N 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. 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. 611 CURB & GUTTER (VDOT CG -6) 8 % 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. q-� 6" CURB (VDOT CG -2) 20 % SECTION GG' 12, 115 -'DOWELS, B" LCP1G:I PERMISSIBLE AT -0 _ .. 5, WIN. JCONTTRl1CTIDPJ 12.1 MAX -PERMISSIBLE CGNSTPUCrION 3 JOINT SECTION B -B NOTES: FOR GENERAL NOTES ON THE --DETECTABLE .WARNING SURFACE, SEE SHEET 1 OF 5.- - - - - SEE NOTE FrLw WITH BUFFER 'STRIP CROSSWALK' WITHOUT BUFFER STRIP _.I CROSSWALK _I TtE REQUIRFID LENGTR OF A PARALLEL RAAp TYPICAL ;PLACEMENT 1, . IS -LIMITED TO "15 FEET-, REGARDLESS OF THE AT INTERSECTION - SLOPE, 5'MAI- I - 12:7 MAX � y. -RAMP' MP#SEE TABLE) rMLE) L�S TRUNCATED DOMES .5 Iq - 15 SEE-. SHEET t OF 5 FOR DETAILS 5-0- MIN CG -12 DETECTABLE' WARNING SURFACE - - -- -- TYPE- B (PARALLEL.). VIRGIN16 DEPARTMENT OF TRANSPORTATION SHAPE TO MATCH FACE OF ROADWAY CURB - 10-5 5G2 BACK- -OF --CURB- - 4B !I REVISION DATE SII _ 20:1. 413 21 MIN, SECTION A -A -PERMISSIBLE CGNSTPUCrION 3 JOINT SECTION B -B NOTES: FOR GENERAL NOTES ON THE --DETECTABLE .WARNING SURFACE, SEE SHEET 1 OF 5.- - - - - SEE NOTE FrLw WITH BUFFER 'STRIP CROSSWALK' WITHOUT BUFFER STRIP _.I CROSSWALK _I TtE REQUIRFID LENGTR OF A PARALLEL RAAp TYPICAL ;PLACEMENT 1, . IS -LIMITED TO "15 FEET-, REGARDLESS OF THE AT INTERSECTION - SLOPE, 5'MAI- I 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 All P-0478 SECTION N.T.S. N.TLS.,T,S, P-048 N.T.S. 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 WIL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 13 DEPTH OR INCREASED AS MUCH A " ( ) S 3 (19" 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 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 2" 5" Ilk 11� SURFACE 11 COURSE $ SEE PLANS 3" 4" FOR DETAILS P 2 R.. I SURFACE _ SEE Iti L' NOTE 4 BASE ii )dT I SUBBASE UNDISTURBED SOIL 4" CURB SECTION P-002 N.T.S, wonN'SION JOINT \��// PLAN 11/4° DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP XJ?f�"X= X +- X-- X° -1,.X ' -SOX'-. n D . • e . a�P.�o�ma O ��. a.J� O �. SECTION 0TH TROWELED EDGE; IAL D BROOM FINISH; TYP. r-r-mr-r-ADICULAR 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 clan@alanfranklinpe.com H OF Alan G, Franklin Lic, No, 35326 w ,O 4A• NAL. Tr 1 U- _ / U Q 0 z M� W 0 W F < O 0 U W t? LV z -I noo J Q IL W co O <C orf06 W r� L J ISSUED: 12-04-17 SCALE: NONE REVISION SHEET TYPE B PARALLEL APPLICATION WITHIN CROSSWALK GWI +5,' oewEsKTmP. - -$ DIAGONAL PLACEMENT - .•rte -- �a -- 51 MIN Ai [,MN01 QWJI E PF'A+ 1 MAY'Y 3 - A + SQUARE UA!VDING.XRC+s. syph scall eE HeowEo F(hR P OUTSIDE DE T , LWAT �.. REPoPRICACUtR-CAI}gSW1R}( -. _ HALL BE MOV10ED FOR mT-N-THE Im KEF .PERPENDICULAR CROSSWALK CROS5W&K PIE& ypN:K. WITH BUFFER STRIP C1t©s-4 WITHIN THE MARKED - - CROSSWALK -AREA. MINIMUM -RAMP LENGTH - ROADWAY PER ETTAD iN-:FEET IN -PERCENT 4" CURB- .8... -- OVA $ O 4.. G_ - 2 5 B :.::. 4 6 :: - '. _ 2.....:. .5 Iq - 15 ifQ�T _ -ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE' WARNING SURFACE - - -- -- TYPE- B (PARALLEL.). VIRGIN16 DEPARTMENT OF TRANSPORTATION SPECIFICATIONS REFERENCE 10-5 5G2 -,HEET 3 OF 5 REVISION DATE SII 203.07 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 All P-0478 SECTION N.T.S. N.TLS.,T,S, P-048 N.T.S. 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 WIL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 13 DEPTH OR INCREASED AS MUCH A " ( ) S 3 (19" 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 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 2" 5" Ilk 11� SURFACE 11 COURSE $ SEE PLANS 3" 4" FOR DETAILS P 2 R.. I SURFACE _ SEE Iti L' NOTE 4 BASE ii )dT I SUBBASE UNDISTURBED SOIL 4" CURB SECTION P-002 N.T.S, wonN'SION JOINT \��// PLAN 11/4° DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP XJ?f�"X= X +- X-- X° -1,.X ' -SOX'-. n D . • e . a�P.�o�ma O ��. a.J� O �. SECTION 0TH TROWELED EDGE; IAL D BROOM FINISH; TYP. r-r-mr-r-ADICULAR 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 clan@alanfranklinpe.com H OF Alan G, Franklin Lic, No, 35326 w ,O 4A• NAL. Tr 1 U- _ / U Q 0 z M� W 0 W F < O 0 U W t? LV z -I noo J Q IL W co O <C orf06 W r� L J ISSUED: 12-04-17 SCALE: NONE REVISION SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF Alan G. Franklin Lic, No, 35326 O cu F`ss, o NAL ISSUED: 12-04-17 SCALE: 1" = 20` REVISIONS: SHEET ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF Alen G. Franklin Lic, No, 35326 4j o c�, NAL 06 -17 LL UW U � O z m � �Jry W J z < Q � � _ r Z o ZD 0v 0 z -1 < Q�� J E? --� w 0 m < J O < w F - Q t-= Z KEY 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 pA,T H 0F V �c i 1-1 71 Alon G. Fronklin Lic, No, 35326 4, o � NAL 06 C.� LL U) W CJ Q o z m � ry CN > W z �_ �: Q Q F = z CL r Z ry < o ZD 0 o Z _j Q <Q � -.1 --� w m Q —.1 O < Ix 06 w F- W �C F - z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 49.10 LF OF 15" CIP @ 4.71% LIMIT C r)I7 AV INTERSECTION .......... C-) PHONE PED. INV. 360.81 AHEAD SIGN DOUBLE YELLOW ST�PE SlGk YELLOW STRIPED GO E PA VE-VD� --------------------- ------ ----------- "A - --- ----------- GRAVEL ti LIMITS OF NEW PAVEMENT, TYP E on ERE 9 iy TMP 80-54A TODD COSGROVE RESIDENTIAL DB. 3998, P. 409 F Ind® I I Ulf P. 0 2 DB. 1354y P. 399 4t��7p- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com I H Or - Alan G, Franklin Lic, No. 35326 w LONAL ce$ 0 LL U) Ne C)(D< 0 j < 0> uj U) < < 0 0 Z I < <cr- <LIJ > 120 < —j 0 < cr ce$ Lij F- F - Z KEY ISSUED: 12-04-17 SCALE: ill = 20' REVISIONS: I SHEET OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H Alon G. Fronklin Lic. No, 35326 4r 0 4, , F`ss ` o NAL 06 ILL UW se U Q 0 m (N > w t!) Q r z n- °- Z O 0 U O Z j Q j W o m < 0_Q w J Q F - z OVA ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET M • ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com OF ViN 71 Alan G, Franklin Lic, No, 35326 w f SS I O Q) NAL KEY ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACESjTYP. h, 13 79. 4� LOT 1-66 9,847 SF )V� v - A TMP 80-55 GERALD HUGHES RESIDENTIAL DB. 739, P. 579 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,\-IH Or -' k1 Alan G. Franklin Lic, No, 35326 w 0 N A L 06 LL U) < 0 j m �> w (f) � < <> I r a 0- ZD 00-0 < 0 D 0 U 0 ILL Lu >. 7F_j < < <ui > 00 < -.1 0 < IX C�$ UJI aC KEY gy �E ISSUED: 12-04-17 SCALE: If= 01 REVISION 51 - - - - - - - - - - - yy h h, 13 79. 4� LOT 1-66 9,847 SF )V� v - A TMP 80-55 GERALD HUGHES RESIDENTIAL DB. 739, P. 579 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,\-IH Or -' k1 Alan G. Franklin Lic, No, 35326 w 0 N A L 06 LL U) < 0 j m �> w (f) � < <> I r a 0- ZD 00-0 < 0 D 0 U 0 ILL Lu >. 7F_j < < <ui > 00 < -.1 0 < IX C�$ UJI aC KEY gy �E ISSUED: 12-04-17 SCALE: If= 01 REVISION dan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com WH Op- lp Alen G. Franklin Lic, No, 35326 w ONAL 06 LL U) %1<0 u (D < 0 < Z CN > Lij �_ < j Cr- < 0 D 00 ILL Lu >- z 1 < < Q J J �7< uj > co < —.1 0 < 0� 06 uj W Z KEY ISSUED: 12-04-17 SCALE: ill = 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 H OF V/�c 71 Alan G. Franklin Lic, No. 35326 F`s��� '/ LONAL 06 0 ILL 0 W �...� Q O z J _ N w > z U)_ Q Q = O ZD O U O z -j < � ry -�<U-1 D m < J O d cC 06 w U) tet' z 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���ALT H Alon G. Fronklin Lic, No. 35326 w NAL 06 r 0 rrLL v� W J z m o cr- N -- <c = > z n- cr- < o ZD o Uo ILL Z W>. << Q JCL <W r)co <C J o_. < IX W J Q F— z KEY ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' SHEET Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com PLT H OF 71 Alan G. Franklin Lic, No, 35326 rj NAL 06 0 UIse0 (D <W 0 z m � W_I> z Q Q r z C.- 0 ZD 0 C) 0 �zw>. Z -j Q Q Q J �7 --� w 0 m < J 0 < 06 w cn �C z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 370 3 N 3 K K 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 "=10W F I t f i i t f ` f � { LP. ELEV = 353.45 T 1 A8+4 I ! PVI STA = 18+30 � I E i PVI ELEV = 353.00 ' A.D. = 5.20 ` i K=2 00 80 _______ »_ - -------- _________________ ___»_»__-______.. ___ _ __ _ __ ________________ __________.._ _ ___.. .._ 5 � E 137.90' VC O E DESIGN SPEED = 25EMPH f ! !w f % �w w LO i i J - LO Ira -------_ _ __ ....__---- i------ _ __ _ ____...._ ____-----� _N _ ___._ _-_-. -_—_-- -_-j EXISTING - ---_____I __ _ __ ____.__._._--------- -- w -------------I ING rn E co PROPOSED GRADELO _i__ ooi— j +LO 0) t 00 M 1t <t N uu _ ♦ t O r ; y / w + V _ w wW 0 60 --- !c d ----- 000 au J—U --- - - I 2.00% !�� _-- U 01- U) �— ! I < p F- H 50 �----------- ---------___ ------------------- �________ __ f__ -___ Ow w_ _.....__ _--____.__ _-_.... _ _ ____ _-- i f I I i op d Nir Nim O(00 O O SIO O ti O O O �. 0010 �'O �kN R7; O 00 00 O d !d00 r Lf)!� r �i cfl� ssi co' �n d Epi d �,� an d ti d LO i LO L0 coiLO m co m cofm corm mE(y) m mLr) co;�,� Kim m1m co �,� m m mLf) M m m m f f t J 17+00 18+00 19+00 BUTTERFIELD LANE PROFILE; STA. 16+60 - END SCALE: 1"=20' H; 1"=10'V 360 a m 00 m PVI STA = 10+75 PVI ELEV = 376.15 390 'i • 350 340 23+00 24+00 VILLAGE AVENUE - CONTINUATIONPROFILE SCALE: 1"=50' H; 1"=10'V 390 `i • 370 360 340 10+00 11+00 12+00 13+00 14+00 15+00 CRESCENT AVENUE PROFILE SCALE: V=20' H; 1"=10'V 370 350 01J wig c 101 c Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H o� Alan G. Franklin Lic, No. 35326 w Qj. Fss " o NAL W T V U) W T V < o z m � ry W ^T � 1..� ZD O O V LL 1� w cr- Q d W c) co o_ 023 w J f— z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 370 350 Cl 3 3 9 3 3 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 Fn nn] vrl 360 O WOE 00 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 Qn n111 vrl L.P. STA = 14+33.93 PVI STA = 1.4+00 PVI ELEV = 353.51 A.D. = 6.05 16 all M hue ONE 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"=10'V c o a OR OR a elf 00 M] Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com �o 7, Alan G. Franklin Lic, No, 35326 w ,o w. 0 NAL a ILL U) W T U •. 0 co N IX Cly W > W ©CH _ T 0 ZD nroo 0 0 U tT L p Z T ©C � Q � TT T ---NO T 0 > m < 0_ Q cr 06 w U) Q T ISSUED: 12-04-17 SCALE: 11(= 20' REVISIONS: SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF © 7. Alon G. Franklin Lic, No. 35326 mss NAS 06 r 0 u— w Q o z m � cr- N > w J U)_ = z ZD Ix O O v ILL �7 w Z -j Q cr- < <> w co < J O < cr w F— U) aC F— Z KEY e 4 ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET PA6-'&-5 a ( iB 3 1 390 380 370 360 350 O LO CATTAIL COURT PROFILE - PRIVATE SCALE: 1"=20'H; 1"=10'V H Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H 0,,- k1�c Alan G. Franklin Lic, No. 35326 2 FSS ` O NAL 06 -17 ii W V <t o z CN WJE w (f)W,-j Q LL = z o ZD N rro 0 r 0 c) u- w D Z I < J Q n < 7->o NOW 0 m Q J o < of W F— U) J F -- Z 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 t_ A.D. 100,00' VC � ; i K — 10.00 DESIGN SPEED = 20MPH PVI STA = 10+60 60,00' VC f t PVI ELEV = 362.73 f j DESIGN SPEED = 20 MPH A. D. ; 2.00 ____._-�._�.. EF i i t _________ O __________ _ _ _— _._._ — 3 9 f t + f + j I V t f I i iLO EXISTING GRADE m m !� m E DESIGN SPOODVC20 MPH ! ( f % PROPOSED GRADE > w j S w o W cc> m i i w 380 f � +CD ♦}1 f f, f i F F, _ ,- r-- 1 .,_ �_i i t ( W.,,.,, f r, 1 i C)(y)Lu; i Lu 4Lu + O 70 _ _ f 2.00% t ( 60 ( t t t----- f t f t 1, 350 j J' Jim i� 11N CO M fm t N'. m mi m^ 'm M J.`'J �1; � M 1.. fl'J 1'-I t �./� W` co l'J M 1'J �, % ry� I`'J �� �/� l'/ UJB J l'/ �1' I /+/�i l'J ♦'/iM 1 t rye'`'/ \'I t ry� /y� 1'/ \'/I �1'! �; /�/� ♦'/i /{� /+/�i V! /��f� ♦'/i lVi LO tiJ� �y't'J V; /��F\'J lV m �'J ♦'/� /�/� l'J ♦'If ..{.i�'! V LO V V N/ O ;LSA i� 00 il'! "? t �'?' C_I C1 0 001 �', Crl 0i! E oo O; Ln M NI d tn'I 07 CU r- I -I LO �E C rJ 00; (� l a) N; r1; `', L61 t0; Cn i- Iti (DO C� 001 CO 0 00; 00,E fr] r i�{j r- (0 rn m rl d;� m N'N 4'rl 00 01 1O (ua co ,O l o cd'r-I W' /� LY/ M /r�i 4�/I(0 mlc,� ^f/(N� u,f�il m:c,� O(f /(N� Mf�i/ M Cp;m� cOt/�� 1Y �:1� mjm m C� /�� SSI m CO;�� W mi�,� t0'�� W m�c,, (0 /rte` �.i/ mFm CQ //�� (D mlm CO. /0� W m m Imo- /O� W 'm I�-;O "�Im 1�-:`�� I mlm ISN i� �;m 1`; r— m I -i it m m r- i� ir" m m r-i� m' im I`-`� Imo(Iii tl f c� m m fr" m m f� m m f� c� m f�-jr-' it m m m F m (I co I�-I cit i�' f� co m cDt fr" c o; t91 i�" COm Cfl c`� c,� cy) M f ;m 1 ,m m 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 H Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H 0,,- k1�c Alan G. Franklin Lic, No. 35326 2 FSS ` O NAL 06 -17 ii W V <t o z CN WJE w (f)W,-j Q LL = z o ZD N rro 0 r 0 c) u- w D Z I < J Q n < 7->o NOW 0 m Q J o < of W F— U) J F -- Z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: ,la n Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 'Ptii H OF' o ?p, Alan G. Franklin Lic, No. 35326 ,j, ,O 2 FSS ! o � .. NAS _, 1 00 W �..� < O z m � w J > = z Or- < o O U ILL z W Z -I <oc Q 0 00 < J O Q 00 W E -- W J aC z Q i U ISSUED: 12-04-17' SCALE: 1" = 20' REVISIONS: SHEET f ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF U � Alan G. Franklin Lic, No, 35326 W o 4Q F`ss / o NAL ,--1 LL Cn L� 0(j< —j _ < m cD I (y- N W — '' �- <C —� Q 0 V 66 ILL W o Z <cr -I z J z <t 20 — �. W< o mcr. O <C cr �c 06 W Z 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 clan@alanfranklinpe.com �A,T H OF k1'pC V p Alan G. Franklin Lic, No, 35326 FSS I 0 NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 06 r LL W < z O z _ < m J CL CN Li > a. � Ix < O ZD O U o6 ILL w o z� z J�Q � � — o w Q o m rfoo Q o O _ ry w F- J _Q F --- z 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 H Of Alan G. Franklin Lic, No. 35326 XN 2 FSS '()NAL oNAS. lam ISSUED: SCALE: REVISIONS: 12-04-17 1"=20' , SHEET 06 u- U)Ise W o - J z < CL N W > Q J r) ~ oco o c.� 66 ILL L%' w � Z Q z --. u j < c) m �C Q C� o_.. < of 06 w Q F - z lam 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@aianfranklinpe.com H or Alon G. Franklin Lic, No, 35326 Lu c� IN /ONAL 011-11� cz$ o z cN Lij U) < > < 0 0 66 u- LLJ o 7F < I <> Lu CO < > -j 0_Q Of C0 LIJ aC 11041 ISSUED: 12-04-171 SCALE: III = 20' REVISIONS: SHEET Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H Of, �j�C -)71 Alan G. Franklin Lic. No. 35326 4, o 4.Q NAL KEY 0 0 u- 0 W z 0(j< J z _ <m (!D J W � > >- (n < E— 3:F— > ;0 tY 0 0 c..� o6 ILL �wo Z Qcc J z �� Q o -� W Q o m � > -i 0 < IX W — F— F— F— ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET dan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PA -1 H OF k1 71 eil Alan G. Franklin Lic, No, 35326 w 0 /()NAL ISSUED: 12-04-17 SCALE: ill = 20' REVISIONS: SHEET 06 LL U) � Q z0 Z cr— CN ui > j rz > F- ct < 0 0 U o6 u- LLJ o Z <rj I Q - < Lu < o co ry < 0 < Ix 06 ui F— F— ISSUED: 12-04-17 SCALE: ill = 20' REVISIONS: SHEET dan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com IH OF V U q Alan G. Franklin Lic, No, 35326 4, O c�, NAS .--., 06 L.L �W z 0(j< .�_ < m o N —� � 'cL W -� F- < > C 0o Q < U C�6 u- LU o Z -- I Q c J < W Q CO Q J O < cr w �C z KEY ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: 67101:111:11111 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ��'l H Of, k1 1p Alan G. Franklin Lic, No, 35326 uj <1\ s Q) s/0 NA 1L. -am ISSUED: 12-04-17 SCALE: ill = 201 REVISIONS: SHEET 06 ILL U) 0(j< _j < < J 6-0 CL LIJ > (/) < j r > 7, F— < 0 0 c.) 06 u- LLJ < ry -j < < LL, < o co rroo < > I o 0 < cc 06 11� UJI U) -am ISSUED: 12-04-17 SCALE: ill = 201 REVISIONS: SHEET Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF o �. Alan G. Franklin Lic, No. 35326 O cv. ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: OF 62 06 r H cryIse U Q O z —j z _ Q W � <C � —� Ix < O O U CZ ILL LLJ Z <cr- —I z --. uj <C 0 m � `z O <C 0(6 w J Q z ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: OF 62 ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com T H OF Vic U � Alan G. Franklin Lic, No. 35326 o 4,V 2 o NAL KEY ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: 0 r W O -j z _ <L m cr CN w - <C J O O V o6 w o z Q -I c J <t 5W ,--., � m � << O ©C W I- tf J Q KEY ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: STT, M S -TR TCTURE SCHEDULE ,-,T(-),,IPM q. T-PTT(C T°TT1P-U !;C-`'1FTUT)TTT.117 C(nN\ T 2X6 DI -313 8.0 346.00 338.75 338.65 2X4-1 DI -313 6.0 346.00 STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT DI -3B 6.0 PIPE DESCRIPTION - 2516 DI -3B 10.0 381.07 373.82 373.72 DI -1 - 347.75 343.85 343.75 48.00 LF OF 15" HDPE @ 9.00% 25.15 LF OF 15" HDPE @ 2.78% 2T1 66.34 LF OF 15" HDPE @ 7.78% 2515 DI -313 4.0 375.81 368.56 368.46 23.69 LF OF 15" HDPE @ 8.02% 2X5 DI -3C 10.0 345.10 337.85 337.75 2U8 DI -1 - 381.75 375.85 375.75 24" HDPE @ 37.35 LF OF 15" HDPE @ 3.21% 2514 DI -3B 10.0 374.51 367.26 367.16 HDPE @ 6.34% 2U7 DI -1 - 369.75 365.86 365.75 24" HDPE @ 3.72% 2X2 164.95 LF OF 15" HDPE @ 3.19% 2513 DI -3C 6.0 369.40 361.90 361.80 2U6 MH -1 - 370.00 364.10 364.00 24" HDPE @ 2.22% 2X1 FES - - 104.15 LF OF 15" HDPE @ 1.08% 2S12 M H-1 - 370.77 360.67 360.57 357.75 354.13 354.03 45.21 LF OF 15" HDPE @ 1.26% 2511 DI -3B 6.0 369.53 360.00 359.90 353.66 150.10 LF OF 15" HDPE @ 1.80% 2510 DI -3B 8.0 364.45 357.20 357.10 66.78 LF OF 100.88 LF OF 15" HDPE @ 3.08% 2S9 DI -313 8.0 361.24 353.99 353.89 77.00 LF OF 24" HDPE @ 125.07 LF OF 18" HDPE @ 3.12% 2S8 DI -313 6.0 357.24 349.99 349.89 x xr x 98.02 LF OF 18" HDPE @ 2.51% 2S7 DI -3B 6.0 354.33 347.43 347.33 124.66 LF OF 15" HDPE @ 2.85% 2V5 51.83 LF OF 18" HDPE @ 1.39% 2S6 DI -3C 6.0 353.86 346.61 346.51 31.84 LF OF 15" HDPE @ 1.10% 2V4 DI -3B 8.0 359.73 67.87 LF OF 18" HDPE @ 1.77% 2S5 DI -3B 6.0 355.13 345.31 345.21 109.75 LF OF 15" HDPE @ 1.89% 2V3 DI -3C 10.0 357.61 353.11 353.01 103.60 LF OF 18" HDPE @ 1.39% 2S4 DI -3B 6.0 357.11 343.77 343.67 LF OF 15" HDPE @ 0.84% 2V2 DI -3B 4.0 358.57 352.35 352.25 41.98 LF OF 24" HDPE @ 1.00% 2S3 DI -3B 6.0 357.42 343.25 343.15 HDPE @ 1.04% 2V1 FES 352.00 78.77 LF OF 24" HDPE @ 1.02% 2S2 MH -1 - 348.00 342.35 342.25 356.09 348.84 348.74 74.06 LF OF 24" HDPE @ 1.01% 2S1 FES 2W4 DI -3B 6.0 355.34 34150 347.99 2X6 DI -313 8.0 346.00 338.75 338.65 2X4-1 DI -313 6.0 346.00 338.75 338.65 71.79 LF OF 15" HDPE @ 2.02% 71.79 2T2 DI -3B 6.0 359.70 - 353.70 DI -3C 10.0 345.10 337.85 337.75 2X5-2 DI -1 - 347.75 343.85 343.75 48.00 LF OF 15" HDPE @ 9.00% 25.15 LF OF 15" HDPE @ 2.78% 2T1 FES - - - 353.00 DI -3C 6.0 345.10 337.20 337.10 339.85 339.751 f 23.69 LF OF 15" HDPE @ 8.02% 2X5 DI -3C 10.0 345.10 337.85 337.75 2U8 DI -1 - 381.75 375.85 375.75 24" HDPE @ 2.22% 2X3 MH -1 - 346.00 336.10 336.00 I MH -1 I - I 346.067T 339.10 1 336.00 156.00 LF OF 15" HDPE @ 6.34% 2U7 DI -1 - 369.75 365.86 365.75 24" HDPE @ 3.72% 2X2 MH -1 - 338.00 333.10 333.00 40.00 LF OF 15" HDPE @ 4.12% 2U6 MH -1 - 370.00 364.10 364.00 24" HDPE @ 2.22% 2X1 FES - - - 332 00 76.00 LF OF 15" HDPE @ 12.99% 2U5 DI -1 - 357.75 354.13 354.03 36.00 LF OF 15" HDPE @ 0.75% 2U4 DI -3C 8.0 357.61 353.76 353.66 50.75 LF OF 15" HDPE @ 0.75% 2U3 DI -3B 8.0 358.14 353.28 353.18 66.78 LF OF 24" HDPE @ 0.75% 2U2 DI -3B 10.0 360.50 352.68 352.58 77.00 LF OF 24" HDPE @ 0.75% 2U1 FES 352.00 x xr x 2V6 DI -3B 8.0 366.63 359.38 359.28 124.66 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 -3B 8.0 359.73 355.28 355.18 109.75 LF OF 15" HDPE @ 1.89% 2V3 DI -3C 10.0 357.61 353.11 353.01 78.88 LF OF 15" HDPE @ 0.84% 2V2 DI -3B 4.0 358.57 352.35 352.25 24.00 LF OF 15" HDPE @ 1.04% 2V1 FES 352.00 2W5 DI -3B 10.0 356.09 348.84 348.74 36.97 LF OF 15" HDPE @ 1.766/7 2W4 DI -3B 6.0 355.34 348.09 347.99 102.31 LF OF 15" HDPE @ 4.54% 2W3 DI -3B 6.0 351.25 343.35 343.25 114.08 LF OF 18" HDPE @ 3.64% 2W2 MH -1 - 343.00 339.10 339.00 36.32 LF OF 18" HDPE @ 8.26% 2W 1 FES - - 336.00 - --------------------v C 2W3-2 DI -1 - 349.75 345.85 345.75 51.00 LF OF 15" HDPE @ 3.43% 2W3-1 DI -3B 10.0 351.25 344.00 343.90 31.84 LF OF 18" HDPE @ 1.73% 2W3 DI 3B 6.0 351.25 34135 343.25 < r F / 2X6 DI -313 8.0 346.00 338.75 338.65 2X4-1 DI -313 6.0 346.00 338.75 338.65 71.79 LF OF 15" HDPE @ 2.02% 71.79 LF OF 15" HDPE @ 1.11% 2X5 DI -3C 10.0 345.10 337.85 337.75 2X5-2 DI -1 - 347.75 343.85 343.75 48.00 LF OF 15" HDPE @ 9.00% 2X5-1 DI -313 6.0 345.53 339.43 339.33 31.86 LF OF 18" HDPE @ 1.73% 2X4 DI -3C 6.0 345.10 337.20 337.10 339.85 339.751 23.69 LF OF 15" HDPE @ 8.02% 2X5 DI -3C 10.0 345.10 337.85 337.75 45.04 LF OF 24" HDPE @ 2.22% 2X3 MH -1 - 346.00 336.10 336.00 I MH -1 I - I 346.067T 339.10 1 336.00 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 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com a\_i H OF -V/'PC v Alan G. Franklin Lic. No. 35326 t``S,S / � 0 NAL W W Z ff RR� Go �..J Q uj 11711010 Q o z V w > = zt� W pCp 5 0 L) w ILL uj Z - I >. -�. w F- 0 > m z J 0 Qcr U? 0^6x 06 W /1,/ 00Lrn 0 J F- cn Z ISSUED: 12-04-17 SCALE: NONE REVISION SHEET 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 WARM s._ !r 2X5-2 DI -1 - 347.75 343.85 343.75 48.00 LF OF 15" HDPE @ 9.00% 2X5-1 DI -313 6.0 345.53 339.43 339.33 50.60 LF OF 15" HDPE @ 2.92% 2X5 DI -3C 10.0 345.10 337.85 337.75 2X5 -B DI -1 - 345.75 339.85 339.751 23.69 LF OF 15" HDPE @ 8.02% 2X5 DI -3C 10.0 345.10 337.85 337.75 2X3-1 DI -3B 8.0 345.45 341.55 341.45 40.89 LF OF 15" HDPE @ 5.75% 2X3 I MH -1 I - I 346.067T 339.10 1 336.00 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com a\_i H OF -V/'PC v Alan G. Franklin Lic. No. 35326 t``S,S / � 0 NAL W W Z ff RR� Go �..J Q uj 11711010 Q o z V w > = zt� W pCp 5 0 L) w ILL uj Z - I >. -�. w F- 0 > m z J 0 Qcr U? 0^6x 06 W /1,/ 00Lrn 0 J F- cn Z ISSUED: 12-04-17 SCALE: NONE REVISION SHEET _ ..--___-___-----__.__ ._._ ___.._._____ -----��-O�rs7 .._ .....- -m-j _------------.--__ _.._ _____ -_-_ ._.._-___.._ _____ ___----_-____ __._.... _.__ _____..._ ____� m `A os��-I°c�0c�m 0 o 0 - _ _.__, O r- Lr) __._..__.__-__.____.._.__.._.-_._____ __._____..-____ _.-------------__.____ _ - .____. _______.. ______ ___.___..._ N �_�, 00©000r ___._ _ -____ ___.__-.- cs co -L0 _.__.._- .___...... . -...-_ .-_-_--___._-_ ._._. _.._ __.____ _.... _____---.. ___________ _._. __- --- r - - - -,-----------,--- -----_-_.__... .._-... m a o� rn o�__ 00 OJlS)I�00 Wc9 _--_. _ _.._ cg0�irit�ir-i cn=ommm rl `nZ+mmm ILL c=O�o°m°mm Z+mmm' chi)=�IZV mmm Z+mMcmm m U �a mZfm- 0 ���z'= W -j ���_z� I W ��zZ� 0 LL c¢n W E2 z> 0U) z> > nro vcn cn z> vm Zz� 380; --- .. ---- ; __ _ __ _0 -_.. --------- - —- ; _ _-____ , _ _______.- ._�_.._....__ _____ __ __,__.__ _____ __ _ _-_.______ .. _ - - - --- --------- z W ----____ ___-___ . ___._._..__---:---__-_-- --_-__ __---- -__ _ : --_ _ -________z _ __ ___�_---._.. -- - - __. __._ . __._-_. - _ _..______ _ . _______ _____ ________z ____ _ ------ _----- .._.-.-..-_ ------------ _ _______ _____ .__ _._______-__. -tJ _ _.______-_. _______ p_ O U ILL NOTES: LLJ tW V J Z -j >. ...____ .______.-. -- __ �__. - _._.-__ _-___._ --.___—_________- _--_�______._ __ ...__-----_-__ .. _._--__..._ ____--_;... ________.. _�__-____.___-__.___ 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC PIPE. -.___...._ _._-_-_. _.__....___---___ _.-.__-----____-________._-__ ._._.. -__- .___---- ,____________ _____ __________ _____ ______ ____________ ,__ ___._------. -----_ _-___ ._----_------.___ -- - .___.__ _.___. _......._---.-_-______________.___ ___________---- __ ----__ _ __-..._-....__ -.. __...._.____ -; . - -.._ .____ _. _._. _ 7 370 _.___._..__ _._...._. _ ___ -- _ _ ___-_-__ ___.. �__..__-________--_ - _.__ _..._.___ Q 2. ALL DIP SANITARY MAINS TO BE CLASSj51 DIP. 06 W I.;.I.:....:I..I;.�II�..�II..I...I.....I;I..II.q 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN,LINES SHALL BE 12". �� v J : -j 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINSWATERLINE 18'I. _Q I k 5. MAINTAIN 3' MINIMUM COVER OVER SEWER. 360 _._ __ . -- - k _-.-__....._._ __..---_ _..-______ ______.___-_____ _ ...___-- ____-._.. _ ��,- -.I..I.III��tI�...I..i . ___ _.--____-_ _. _.....___ ��/�� �.;:I.�I...i..iIi ::�i:I;tIm�.�1..I...I;.4iIii : '. : _ _ _ _ ______ _____ _ I _ _ __ 60 :.:�;.;.I..I:IIIq;.4I.iIII EXISTING GRADE + :�t�...:I....:I.;I.jji :;...IIi :::I�:;IIqI� PROPOSED GRADE f,0 350 ___ __ .__ E __ ___ _ _.. _- _ _ ___ -___. __ _�__ - _. _- _ _ ___._.- ____ - ______-______ _ _ -__ ._ _._ _- __ _ ._ _ . -------- ----------- __ _. - _ _____ -____ _ __ __ _ _ __,-_ -- : ' :. . - 350 AERIAL CROSSING OF CREEK & ;:Ip.Ip;II:Ii:: FLOODPLAIN" WITH 8' GRIFFIN LONG SPAN DIP SUPPORTEDUtrITH18"QS --------- --- REINFQRECED CONCRETE SONOTUBE ' �iiII....:II.IiI �.;I.I..i.I..4II;� - ---- _ - - - - - - - ` - _ - - W _... - - - - __... PIERS @,17' O.C. WITH ADJUSTABLE - _-- - -- - ... __.... AN HI SADDLES M[NLESS--STEED sT QN II..�.��;..;.I..�::I;:I. - - . __- _ --- - __ _ ____ ___--- _ -- - ---- - - - _ -- _ _-__--__ - - . _-- .- _ ._.. ________ -. _ . ________ ..____ __ _-_- _ - - - _ 3 4 0 - __-- _-- -- -- _. - - - - - - - - _ _.. 340 - S c �:;�:..I;.I;;I�..; J ` _ _ - '- ::I�iiI.�.I 171.29 LF OF 10" DIP @ 0.50% 124:70 LF QF$"DIR@0.75% p ° ( i `209.59 LF OF 10 DIP @ 0.50/0 =i:��.�Ip...:I;.II.I.tII..I....I..41.I4ji — : =� -- ''. ", . y —. �— 71 Ft:Ip:I;:I;i:��i..i...II.p;ii I -- It —.. ___-_-_-__.___ _ _ __ _ _ __ . - __--_--._---..--— _ : i. _ _ _ _ _ _ _ _ _. _ ____ _ _ _ ._—__---. _______.._ .__-- --_—__—_ _ ..___—..______. ___.___ _.—______ _. -----------------------_____ __ ..�___ �_._-_-_.._.___.�._.-.-.._..__ _.--. .______......_.._—__-_-_.� ..^ ___..___`�V f 7 \..I;II��::�II�.I:.— 74 -- :� STAINLESS STEEL STANCHION SADDLE SPECIFICATION ` f MANUFACTURER FM STAINLESS, LLC - (706) 636-1881 320 ---- _ - _. _ _ ,-----------,,-- _ - _ _ ITEM'#: 59C-8 - ..._. _ _ _._ --- ---- ---- - _- ...._----- _. - ._ ._._ .... _ - . _. �--___ _-_.. _.-----_ ______ ----- - - ____ ---- ...-- -- ..0 - _ __ - - - - - -- - - - _- ---I----------- _____- _..___ _ _ ____ _ . - — -- - -- -_ _.._ ____ - __ _... 2 MATERIAL: 304/316STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE . . i._....-__.. .....___._,..------_ I_,..-..._._.__. --------!-------._ ,___..,_._._.___._....____. ..-._._-.,__._-,_.__..._..-.._ _.-,..,__._.._ 10+00 __.�._.---.. _._.-_..- ---------------..........___ _`__.._-. 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FJ C1�ANI2_BQRE._UNDER_.-__:.__-___._._._____.._,______-_.-_ ___-_ __._._---- ___._..._0 L__ A _..._ -_-____-____ --_-__ _ _ ___ __ ___ ---_--_- __ __ ________ _ __ __ __ _ _._ .__..--._ . ' -__ __ __ ____ _. _ .-________ ______ _ .. - _-. _ _ _.. _ - -- __ __ ______ . _..._ ______ __._..__ ___ .____. Q 3 0 1. ALL PWC SANITARY MAINS TO BE SDR26 PVC PIPE STREAM WITH CASING PIPE (DO NOT DISTURB STREAM.) ; U7 2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP. W 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALL BE 12 . z 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE 18". 320 __ _-_ ._ __ -_ _. ___ - _ _ . _ -__ ...____._-____- . __- _ __..-___-__ __-_.. _ ._ .-.-._ .. ___ _. 5. 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Franklin Of Lic, No, 35326, FSS / o � NAL 06 C� u- 0 W U < O MJ z W V N w .J Q ZD O O U w J J00000"r f ry J Q .-IN <W> QD m O._ Q cr 06 1--wo U-1 c/'moi F— Z KEY L--_-.___ _ 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 mJOO�000C9 ------------------ 11+00 12+00 __.__..___ _ ________ _-.__.__._.______ __.._.._____._w ___.._____—.__._..___—_.._ _�-_-___._�___...._�_..._._._. w �I�-I-�N _.. -._—__...___�_. __, __..__. __..._.._--_......_—_.._.. __...._.._ _.___----_._ .._____ _...-_.._—__.._. ___________.___ m z O _-----___—__ ___—___-----___.__. ;.. f" O'ONOf`- -_._. _�....— ...._ ____ _.._ _. �_..._ ry N t� — .. _....—____ __ __ __ __.__ _....—_. �..__ _... __—...-__�._ __—_...—. _.__. 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F F P V@%- E E %W 0 4 E I E ' E%% X %z E I E EZ EZ I : < f f E i f I E I f W Z 3 r� J E t t ( [ E E E E NOTES: E E E E [ 3 € W E�CL�VC SAiVITARY CPE I 2. ALL QIP SANITARY MAINS TO BE CLAS 51 DIP. E a �/J 1 . THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALLIBE 12". I E D 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE �8'E. E o0 40 39 38 37 36 35 34 00 90 50 70 00 ✓0 40 30 D0 90 BO 70 V 0 -D0 40 30 400 390 380 370 360 350 340 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com pOF �*�_ V/ 1p_i y � .o Alan G. Franklin � Lic, No, 35326 Uj O Q-,, I � N �ONAL ti Ss .--.: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER 'T' PROFILE; STA. 10+00 — 16+60 i LL SCALE: 1"=20'H; 1"=10'V Lo W U ----------------- :- I€ E < U) 0 W -- - - 1 i I��-(��-�t/9(y�NO ` V) O ` -- ----- ; - - --- ----- — ---- I E I 0 -i f - - - — --- -rte �--�N`O^0)1'^ � ��----- --- ------ -- ---- -- - - �/�JN+d�(V�O� �T OC) — - --- -- - E i e i z,+mmm �r-i � E E E � Y/ L!/ tel/ E E i E E i E E E /�� TO �.O/�: V! 1 WAS/ G +mmm �U/J� ��/i�/ �u(�I V/ tel/ /V/�/ IAV 1� V/ y I I'� z+m(m '�1/�? �V/-J� UJ �S/ AO ��I-� I- i _ O I € /^} l! �N� _z , _ N rGCV _ l �_Z 3: ryO 0 E ¢/�;Q�� E i/J J�/� t F U 1/J O � E Z> I t ¢� ¢;��0 /v �! I�/�� U V/ z> H �¢L¢__rz] (n I��/�' U \// O z> Cn z (O iE E E_ ' .__ _ .----__—_----------------------- —%— E E +'e —_ —_—_ __ ___---___._----_�— IL _— --_ — ---, C) i I COWw/\� ._ z Q > O \Y : E E I E ?I [ 06 W c E I f E I E E E ! 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E %S/(y) %4 1 E 0 185.92 LF OF 8" PVC @ (f.79% E E ', t f k ........... E � -- �_�---.... .-_ .— _� �......_.-._. E E .... _ ...._. ..._._ E _——�...._._— E __ ._._. _ _.... _ ... �......_ _ %.�.............._......�.__.... _�_ % .....� _......___. ... ._. _ �_..._ _ % _._......... .......m......N._._ �._.__._��......_ ...... _. 3 r .—__....._____.--_.-__„"'E'_-- E E E %W 4 E I E ' E%% %z E I E EZ EZ I : < f f E i f I E I f E r� J E t t ( [ E E E E NOTES: E E E E [ 3 E E�CL�VC SAiVITARY CPE I 2. ALL QIP SANITARY MAINS TO BE CLAS 51 DIP. E �/J 1 . THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALLIBE 12". I E 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE �8'E. E E i I i I E 5. MAINTAIN 3 MINIMUM COVER OVER SEWER.% E x 0 E e E E .— _.__ _—m._._..m._._...�....._. _ W E E ! E E E i i E J E E k i E E t E t : i E I S E E E E E ^_^ LL I E ! E E E y f E [ Q E EE E [ I E E _—_ ...._ -- -- - - ....._-.--._..... ........._.�....... - __'-___ ._. ..._. -.. ..-__._ ...._._ ... ._ _.— ._� ...._ _-- 17+00 __- 18+00 19+00 20+00 21+00 22+00 23+00 SANITARY SEWER 'T' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V 40 39 38 37 36 35 34 00 90 50 70 00 ✓0 40 30 D0 90 BO 70 V 0 -D0 40 30 400 390 380 370 360 350 340 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com pOF �*�_ V/ 1p_i y � .o Alan G. Franklin � Lic, No, 35326 Uj O Q-,, I � N �ONAL ti Ss .--.: 06 i LL Lo W U < U) 0 W Jz T i m_ (D U w W = 10- z w Z:) 3: ryO 0 U W H w Cn z -j +'e Q IL ---, C) COWw/\� ._ z Q > O 06 W U) J F— z _ ISSUED: 12-04-17 SCALE: iff= 20' REVISIONS: I SHEET Mi• 370 360 =91 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'R' (TERRAPIN) PROFILE -; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10'V ............ .............. f I 1 t < 400 t t ... . ............ .... f i i i t I E ! ! I i t. i i i i ................ ! ......... ......... ............ ......... f E .. .............. ! t ........... _.. ...................................................... ........................................... . .............. e i i f _ _ ........... ............. 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COVER ( 3.9' ! � 36 _____ __._______________W._______._ ___... t f E i i f i f E i t ( I i E f i __,__ [[ i i k t 60 f II t E f I � f E ( [ V co Z u-�— N/yr f E i F t I f ( i � ', : (( � !i! t f f I f! f f W W W W- i i f i M i D 50 t f E i O B W G] Z W Z Q f ( ( Q F i E ry. r L]d4 W Z LL LL -yam F4 W ` f -" X W-�}f'�. f !l\//,� /LL' X V E f O f F f .,,.,._._,_...,_ ..............._.....,..,,....,,_... ....._....,,.,,.,.._... _...._. ,..._._._._,_..,,_._....__ .,......... ...... ._ .._.... ...........«._«..«..........._...._....v._._._..«..........,........,,,....,......,......,_..._..........,.,,..,..,..,.......,... f W/ .........., ....,.......E..,....,.,......._..............,.,..._.....,...,..,.,,.,..._.,._ f W f f .,,..,.,,.,,.,,..,..,.,,......_.........._. ._.,,«.«...,..,......._.,....,......,,..,,....,.............,...,.,,.,...._._.. _.........._._...._..._..,...,,........_...«..«..._....._......,.....,......,.........._......,....,...,....«_....,....,.,,...__........_._.._._.v._»_..,..,.....,.., < f .,..._.,..,..,.. «.... ,_ ,,,............ ._....,__........,_.._.. f00 y �M��tt�-'�� f I E ... .,. _,.._..«...,..........,.._...,......................,_..........._�....�.... W __.....,..,,.,,., 00rye........,_,. i 17+00 18+00 19+00 20+00 21+00 22+00 WATERLINE 'R' (TERRAPIN) PROFILE; STA. 16+60 - END SCALE. 1"=20'H; 1 =10 V • 350 340 WATERLINE 'S' (CRESCENT) PROFILE SCALE: 1"=20' H; 1 "=10' V • .N O • no XF AM ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aian@alanfranklinpe.com PLT H OF Q -T�. Alan G, Franklin Lic, No, 35326 41 .o �. SSS ! o '�G NAL 06 0 LL c J W U Q o z J L V W J U) T Q ■ = ZDz O U u- z W Z J Q j> W co Q J O Q cr- 06 w I— ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 370 340 370 360 350 Mel 330 WATERLINE 'T' (BUTTERFIELD) PROFILE SCALE: 1"=20'H; 1"=10'V -------------------- EXISTING GRADE PROPOSED GRADE 33 E € E jj , t € f E 3 t f 3 f E f f E f t F € f (( f € E E E E E j ' 370 � �. _ E fI I E E € 3} � Itt E t� t � � 3 � 3 ` 3 f i {E T— — — — — _E_ __ __ (({( 1 3 jj 1 3. 'MIN. COVER s € I ( E' -_ .._._____ __._ ._ I{ { _------ _" 60 - -__-_-__.--- € E t f i E f E 3 t ([ E E 3 € E f i I I f 1 { I ( ( E € - E E + 0 ----------- 3i{f .. ._. / 340 00 (( € E I 4 9 € 1 £ 3 1 3 3 f i E { 3 i € ( i 1 l ' i i E I f I m t� E I E t , J (n � � 3 ___ -----E____._.. .---______._ _�_� .._.__�. € � 1 "i 1 i (�j = � � 3 �_ __E_ - - - -� -�- --t- -.; v__ _ � _ —i �.. _.-s— __.____ ___ 33 O W D ? i 1 ` W 4 1 1 CC Z W W 1 i W LL ; W W < ui o E € ^�� 0 j O 3 co W LSA 3 i i i i I Ln Lq ; I I XQX € N( € XC3 E E N ( N 00 l -- _ -----__-- -- -- ----_ _-I -_ _- -_. _ _._ . �_- — _ – -- .. _ __ __..___ _.._ - _ .. _...__ _. , . _--.._._.. _..__ __ E ._-_- _- -.__ __--__ ____- _ __ _. __.__ _-..- --- _ -- _-_ __. _._.-- _ _ _ __-- ___t__--___ _ . ___._.___ .- �._.________---__._.._— _-_ _..._________c____ ___...______. __� _____ ____.._____ ..____ .... _. _ _ _.....___ __..__. _. _ .._ __ _ --- _ - __ ____ ___. _ __ ____ __________________ _ .. ____ _ __i___._ ____ _______1_ .__.__._----_-____. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 370 350 330 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 s mf sle] Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com i H OF U 71 Alan G, Franklin Lic, No. 35326 Lu ,o w, FSS / o NAI. w r� r� V Q o z m 0 ry W Q-� ZD tY O O V Z -� J W m <J O Q ry 06 W � F— ' / J aC F -- z I O rroo 0. W 7 ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 1 • 1370 1350 1330 101 out WE 400 10+00 11+00 WATERLINE 'W' (CATTAIL) PROFILE -; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1"=10'V 12+00 13+00 14+00 15+00 1 360 1 340 330 • 370 350 Mit 330 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"=10W V ONE 360 350 340 Rail] 24+00 WATERLINE 'W' (CATTAIL) PROFILE; STA_. 23+40 - END SCALE: 1"=20'H; 1"=10'V 19M, 350 340 10+00 11+00 12+00 WATERLINE'Y' (MAIN) PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 oil] Rue we] ! Mrs me] WATERLINE 71 (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 alan@alanfrank]inpe.com �T H OF' 7, Alan G. Franklin Lic, No, 35326 w o 4Q LONAL ��� , ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET 370 360 350 340 330 0? 3 3 0 3 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 we] are 37 W 9 S1 33 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"=10W V 370 I I E x J x Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H OF` Alan G. Franklin Lic, No, 35326 w ,o w, Fss / o NAL W ILL V F U U Q O z 00 � ry N — w �C = z r ZD cl� < 0 O U ILL c7" w Z —I J 7FOf Q CL < 7->w 0 m <J O Q cr 06 W �F- �/ 1 J Q KEY ISSUED: SCALE: REVISIONS: SHEET A W ram 12-04-17 1"=20' OF 62 1 EXISTING GRADE i PROPOSED GRADE ! I - - - - - _ _ T - - - - _ _ f - j i I FY i I i — &V MIN. COVER -- --- t f i i f f I tff i i f t i i f i I I f ! E {{ W T I f ! f f ! t ! f { f Lu /�y F ( \i x V/ ��5 00 _ _ _ ` _ _ _ _ _ a) 00 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"=10W V 370 I I E x J x Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H OF` Alan G. Franklin Lic, No, 35326 w ,o w, Fss / o NAL W ILL V F U U Q O z 00 � ry N — w �C = z r ZD cl� < 0 O U ILL c7" w Z —I J 7FOf Q CL < 7->w 0 m <J O Q cr 06 W �F- �/ 1 J Q KEY ISSUED: SCALE: REVISIONS: SHEET A W ram 12-04-17 1"=20' OF 62 1 TD -25 TD -34 TL? -27 TQ- 3 i� E` TD -31 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com Alon G. Franklin Lic, No. 35326 � LONAL ISSUED: 12-04-17 SCALE: NONE REVISION cz 0 u- W U c� � C) z m < c� w w O Q >- DC w r °- z Z r -r < o w o u- LIJZ <x Jz<< �F- 0 > W co <J O < C) IX 06 W I- Ci� J z ISSUED: 12-04-17 SCALE: NONE REVISION ----------- AIR RELEASE VALVE----,, BRASS OR BRONZE PIPE a. INISHED GRADE I BRONZE GATE .'VALVE I DRAIN TO GRADE i 11 IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCK CRUSHED STONE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN KON-TRAFFIC AREAS, OR APPROVED Eo'UAL, SHALL BE USED. ,2) FOR WATERLINES SMALLER THAN 12" USE A I" A.R.Y. 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 IN -STALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV)_ NTS FIG.- W-9 TD -20 PLACE 5' GALVANIZED " WITNESS " Fbsf MTH CAPPED ENDS PAINTED BLUE IN REVCTIE .AREAS C I AS DIRECTED; MARKER LOCATION MAY BE SUBJECT fi TO HIGHWAY DEPARTMENT APPRovAL- FINISHED GRADE II ADJUSTABLE- VALVE BOX W/ LID II Li cv TD -9 -f FINISHED GRADE --ITI- T=n -IT - FT --7--T1 T=IT17-7 F7 -=-T] -F-=ITI=--T TRENCH REDUCER 2500 P.S_I_ CONCRETE THRUST BLOCK --- - - - - - - - - - - - - - - - UNDISTURBED SOIL 18" MIN, PROFILE VIEW TD- TD-1'O. D- TD-1 0 TD -1,3 -f UNDISTURBED SOIL EDGE q, 24�' AN. 01r OF TRENCH CU. YD, (FEET) CU,YD, BEND - - - - --- --- --REDUCER -H REDUCER a" MIN, H T go '2:50 Z 3,01 0.24 �i - 4-" & 15- 45 2500 P,S.1, CONCRETE THRUST BLOCK- : 2.60 0.15 1 :2., 1 1 - - - - - - - - - - - - - - - -'- 22 1/2 - - - 2.00 UNDISTURBED SOIL - EDGE 0.10 - - - OF TRENCH 0.1 3 24' AN. 11 1/4 NOTES: PLAN VIEW NOT TO SCALE 0.10 • NO CONCRETE SHALL BE POURED ON ANY FART OF THE MECHANICAL JaNT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SbIL ON :BOTH SIDES ,OF TRENCH, OR AS APPROVED BY THE ACSA, 90 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE A CS A. 0.45 CERTIFICATION OF 95%. COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL ISE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. 81, TYPICAL REDUCER THRUST BLOCK 2.66 2.77 FIC3, W -31D TD- TD-1'O. D- TD-1 0 TD -1,3 B" BEDDING #68 STONE R T"'_ STABLE -SOIL SCRAPE THE BOTTOM OF THE TRENCH. REN40VE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" HEDGING OF #68 -STONE. FOUNDATION IN POOR SOIL UNDEP-CUT CONDITION 4' 11 INITIAL BACKFILL 4 MIN UNSTABLE SOILMIN MIN- MIN #68 STONE -GRANULAR FILL AS ............ TAPPROVED BY ACSA _1111TABLE SOIL ZSTABLE SOIL (DR. ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES - 2 -NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. Z.THE INITIAL BACKFILL SHALL BE PLAcEL) AND COMPACTED IN 5" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE, TRENCH. 5.BELL HOLES SHALL. BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 L FOR ALL BENDS WIDEN TREKC ACCOMMODA7 ANCHOR IF REQUIRED. Mir BFDD- REQUIRED AS REQUIRED PMIN SECTION 2-2 1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANCES DIREQTION, CHANGES. SIZE, DEAL) ENDS AND AT VALVES. 2. USE 2500 P.S11, CONCRETE, 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER. SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &c SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG, W-3 TD -3 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PA_l H OF k1 3� Alan G, Franklin Of Lic, No, 35326 w 0 cj N A L KEY ISSUED: 12-04-17 SCALE: NONE REVISIONS: pI�G Ef �l 3 r`v 5-? 4 F G�_ 01r (FEET) CU. YD, (FEET) CU,YD, BEND -H T L H T go '2:50 2.50 3,01 0.24 4-" & 15- 45 1'00 2.2.5 2.60 0.15 1 :2., 1 1 22 1/2 1.50 2.00 2.52 0.10 0 0 2.25 2.50 0.1 3 11 1/4 1,5C 2,50 0.10 90 3.60 3.16 3,21 0.45 81, 45, 2.66 2.66 2.77 0,25 22 1/2 1.66 2.16 2,59 0.113 3.16 2-91 2,66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 3.83 14-2 053 12" 45 3.33 158 2:95 0.413 3.53 4-00 2,83 0.52 22 1/2 2.33 2.58 2:86 0-24 11 1,/4- 1.83 2.33 2.94 0AB, PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANCES DIREQTION, CHANGES. SIZE, DEAL) ENDS AND AT VALVES. 2. USE 2500 P.S11, CONCRETE, 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER. SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &c SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG, W-3 TD -3 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PA_l H OF k1 3� Alan G, Franklin Of Lic, No, 35326 w 0 cj N A L KEY ISSUED: 12-04-17 SCALE: NONE REVISIONS: pI�G Ef �l 3 r`v 5-? 4 F G�_ Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com P�T H Alan G. Franklin Lic, No, 35326 LAJ 0 4j, FSS / Q NAL KEY 10 t s ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: M :$ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alae@alanfranklinpe.com H OF V/lp U p Alan G. Franklin Lic, No, 35326 w NAI. KEY b t i 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 oI OF 1// 1p o� 71 Alan G. Franklin Lic, No. 35326 w AA o w NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 ,Ian 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 w �QNAL. F' ISSUED: SCALE: REVISIONS: 12-04-17 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 PLT H OF � 1p71c Alan G. Franklin Lic, No, 35326 L4J z F`ss ` 0 � NAL KEY Y ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET i ,Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com .1 H OF Alon G. Franklin Lic. No, 35326 uj FSS /()NAL 1-1 Ci PC WIN ISSUED: 12-04-17 SCALE: ill = 20' REVISIONS: �t'81211:1111 OF 62 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com A H Of Alon G. Franklin Lic, No, 35326 w N A L I 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 �A-T H OF U � Alan G. Franklin Lic, No, 35326 W NAL KEY a , J 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 Alan G, Franklin Lic, No, 35326 LLJ N, ILONAL KEY ISSUED: SCALE: REVISIONS: SHEET ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com pLi H Orr' v Alan G. Franklin Lic, No, 35326 Lu fish/o NAL ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com H v Alan G. Franklin Lic, No, 35326 w .ANAL ti ISSUED: 12-04-17 SCALE: 1" = 20' REVISIONS: SHEET OF 62 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2.DONOT ALLOW AIR POCKETS TOFORM WHEN BACKFILLING. 3.IMMEDIATELY SOAK WITH WATER. 4.DONOT BREAK RO0TBALL 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS |NTERMS DFPLANT SURVIVABILITY ORWARRANTY. 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 ROOTB8LLPIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE 30 THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE 3.BACKFILL WITH SPECIFIED SOIL MIX AND WATER |mTnROUGHcY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. V.STAKE AND GUY SECURELY ACCORDING nJSTAKING OPTIONS. NOTES: 1.SET TREE PLUMB PRIOR TOSTAKING. 2.GRADES NOT TOEXCEED 31SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OFTHE 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 ORWARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6.ALL STAKING TOBEPLACED OUTSIDE LIMITS OFTREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). PREVENT TREE FROM SETTLING `FUTURE MULCH LAYER SIDE OF TREE ONL (AS SPECIFIED) N.T.S.`�� FINISHED GRADE CULTIVATE SOIL IN PLANTING SOIL MIX (AS SPECIFIED) LANDSCAPE AREA TO A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR BACK OF CURB 12" 24 OPTION 2'DIAGONAL STAKING 221/ DIRECTION 1.41 0 OF SLOPE (FOR EVERGREENS ON R REE. nf PLAN LLJ SAME A8BEL0VV IN ACULTIVAJED AND MULCHED PLANTING AREA MULCH LAYER OPTION 1' VERTICAL- MULCH BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYING ER \ THAN 3" TAPERING UP TO 1" AT TREE TREE. SET STAKES 180 COLLAR. BLEND WITH TO EXISTING GRA E PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. SET GUYING A MININUM OF X2 THE COMPACT EXCAVATED SOIL HEIGHT OFTREE AND ABOVE TO FORM ROOTBALL PIT ON THE LC]VVE8T BRANCHES 12" 2-311 DOWNHILL SIDE OF Ift-ft FINISHED GRADE 11 EB I I - PLANTING AREA AROUND §tR TO BE PACKAGING AFTER FINAL MULCHED in ll FRIM SCARIFY BASE OF PIT. BREAK 11 in ill. THROUGH AND LOOSEN ALL JEE -LIIHEI I jzr -.111 11 HARDPAN (REMOVE AS NECESSARY) TO FACILITATE RETURN EXCAVATED SOIL AS NEEDED AND COMPACT PROPER DRAINAGE ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED -~-. AROOTBA_ PITS TREE STAKING OPTIONS ���T|/l� �|�0 ~��_^�/.^^."' PLAN 1.(1) 2X2WOODEN STAKE {)R#4REBARPER TREE 2.SET TREE PLUMB PRIOR TOSTAKING 3.SECURE STAKE TOTREE TRUNK WITH 12GA. GALV.WIRE 8 RUBBER HOSE (OR EQUAL) AT MIN. DFYTREE HEIGHT 4.STAKING T[)BECONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5.SET ROOTBALLEVEN WITH FINISHED GRADE. ���T|�l0 `^��/.w.~ 12" UNLESS OTHI CROWN BED 2-3"; TOP OFROOTBALLTOBEA MIN. OF2"ABOVE FINISHED GRADE MULCH ~ FINISHED GRADE ` UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO -TILLER TO AMIN. DEPTH OF12";BREAK TRHOUGH HARDPAN AND REMOVE TOPROVIDE GOOD DRAINAGE ~~" CROWN TOP OF MIN. OF GRADE WOKerN �nm/��unmn ROW SPACING PLANTING SOIL SPECIFIED); CULTIVATE AMIN. DF4"LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1^DFCROWN FOR EVERY FOOT OFBED O.C. SPACING ROOTBALL _ UND|GTURBEOGUBGRADE--- \ �-PLANTING SOIL MIX (AS SPEC|F|ED); CULTIVATE AMIN. DF4^LAYER OF CULTIVATE SOIL WITH ROTO -TILLER TOPLANTING SOIL MIX INTO BED AMIN. DEPTH OF12^;BREAK TRH[)UGH HARDPAN AND REMOVE TOPROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) ���T|�l� �|�� ~�^-^�/'^�'"r PLAN PLANTING SOIL MIX (AS SPECIFIED) GROUND COVER (AS SPECIFIED ONDRAWING) -------- LEAVE NOROOTS EXPOSED MULCH LAYER (AS SPECIFIED) --------' 2411 (UNLESS OTHER' TRENCH EDGE PLANTING PROCEDURE 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2.ROTOT|LLBED TO12^DEPTH. SPREAD 3^MIN. LAYER 0FPLANTING SOIL MIX OVER BED. R0TOT|LLSOIL MIX INTO TOP OFBED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. "-EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN"' CULTIVATE SOIL IN LANDSCAPE AND REMOVE AGNECESSARY TOPROVIDE AREA TOMINIMUM DEPTH OF12" GOOD PERCULAT|ON&POSITIVE DRAINAGE. GRONNDCOVER PLANTING IN MULCH AND -CULTIVATED PLANTING AREA F1ETA] | z-mz+ TREE O.C. SPACING (AS SPECIFIED ON DWGS.) e_� TYR EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE 2 TREES ARE PLANTED (D FINISHED GRADE `�jpp REFER TO NOTE: LENGTH OFWOOD STAKES VARIES WITH HEIGHT OFTREE. EACH STAKE TOBE DRIVEN INTO THE GROUND 3O"MIN. TREEO.C. SPACING (AS SPECIFIED ON DWGS.) EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED ED FINISHED GRADE ,,QL_..,".L-"^".� STAKING ENLARGEMENT MULCH (AS SPECIFIED ONOVVGG] STAKING ENLARGEMENT \LV. IRE DSE MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS ����|�l� P-,)^�^-^�'.^�." NOTE: FOR PROPER PLANTING PROCEDURE OFPERENNIAL BEDS, nF���Tn''�NNi|4i CO|OR4NDPFRENN|ALPLANT|N[�NOTES~ �� REFER TO ''-'------'''-�---�'�--�-'� ' - NOTES" BS PERENNIALS / ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS 7 (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) 12" SLOPE FOR TRENCH FINISHED GRADE PERENNIAL- SOIL MIX (AS SPECIFIED) CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE K SS PERENNIAL BED PLANTINO-% D ETAI L L-008 2�1! 1.SET TREE PLUMB PRIOR TOSTAKING. 2.GRADES NOT TJEXCEED 3:1SLOPES. 3.ALL PRUNING |8RESTRICTED TDTHE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" SIDE OF TREE ONL l�u N.T.S.`�� ^-l'�/m|| N.T.G. fL CD 221/ DIRECTION 1.41 0 OF SLOPE 0 PLAN LLJ SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS TB FINISHED GRADE REFER TO TREE ROOTBALL PIT D IL COMPACT EXCAVATED SOIL TO -- FORM R3C)TBALLPIT ONDOWNHILL SIDE OFPLANTING AREA MULCH LAYER TRENCH EDGE AROUND ENT|F<EAREA TOBE MULCHED SECTION NOTES: 1.SET TREE PLUMB PRIOR TDSTAKING. 2.GRADES NOT TDEXCEED 3:1SLOPES. 3.ALL PRUNING |SRESTRICTED TOTHE REMOVAL OFDEAD AND BROKEN BRANCHES AND SHALL BEPERFORMED UNDER THE SUPERVISION OFTHE LANDSCAPE ARCHITECT. 4.ALL MULCH SHALL BEAGSPECIFIED ACCORDING TOTHE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS TRENCH EDGE A ENTIRE AREA TO MULCHED �����rnn��� '^-' �'` '~ ''^-� RDOTBALLPIT DETAIL ILCH LAYER LTIVATED SOIL �������� PLANTING ��PJ SLOPESTREE PLANTING U���� ���|�UU|�"� »�|� ���T|ylhJ PLAN �wm ����|�l�J �|��J �u� SECTION, . �,�. " SECTION, PLAN " " 1.LENGTH OFWOOD STAKES VARIES WITH HEIGHT OFTREE. EACH STAKE TOBE DRIVEN (]O'K4|N]INTO SLOPE ATANGLE INDICATED. 2.GRADES NOT TDEXCEED 21. 3.TRENCH ALL EDGES OFPLANTING BED. ROW SPACING FINISHED ---J TREE (AS SPECIFIED ON DWGS.) 45" TYPICAL STAKING: +| 1.(1)2X2WOODEN STAKE OR#4REBARPER TREE -ei 9i 2.SET TREE PLUMB PRIOR TOSTAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. / REFER TO GALV. VV|F�E & RUBBER HOSE (OR EQUAL) (N|N OF ` ' ROOTBALLDETA|L���� � '^ \ 9 / 4.STAKING TOBECONSISTENT ALONG ALL ^-~ ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF RDOTBALL(FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TOFORM ROOTBALLPIT (}N DOWNHILL SIDE PLANT SOIL M|% (AS SPECIFIED DN DVVGS] MULCH G MASS PLANTING ANDSTAKING ON SLOPE �� ���T|/l� �� � ��w..�.. 7* --STAKE `^`--GALV. WIRE STAKING ENLARGEMENT TRENCH EDGE (TYP) 1^X4^GALVLANDSCAPE STAKE NO2"X4^ X 30" ZINC COATED FENCE (2 1/2'ABOVE); TENSION FENCE BETWEEN POST PRIOR ZMAX. ROW SPACING TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE, SHRUB PLANTING ON SLOPE (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) PLANTING SOIL MIX (AS SPECIFIED) TRENCH EDGE ADD EXCAVATED SOIL TO BRING TOP OF ROOTBALL TO FINISHED GRADE. 411 MIN.r_ TAMP LIGHTLY PRIOR TO SETTING SHRUB TO PREVENT SETTLING. SET TOP OF ROOTBALL 4" LEVEL WITH FINISHED GRADE! 2 MI . SHRUB PLANTING ON SLOPE DETAILL-010 TRENCH EDGE (TYP) 1"X4^GALVLANDSCAPE STAKE NV2^X4" X 30" ZINC COATED FENCE (2 1/2'ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON '1=1111= DOWNHILL SIDE. JUNIPER PLANTING ON SLOPE (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) 3011 PLANTING SOIL MIX TRENCH EDGE ADD EXCAVATED SOIL TO BRING TOP---/ OF ROOTBALL TO FINISHED GRADE. TAMP LIGHTLY PRIOR TO SETTING SHRUB TO PREVENT SETTLING. -=Ill 1111111 SET TOP OF ROOTBALL LEVEL WITH FINISHED GRADE. 3 1/2" MIN. ����N�� 0U�N�U����� PLANTING ^��J SLOPE ��K������� ����|�UK-K_��/ K-���|�UX|��� ��|� L-007 F�� l�u N.T.S.`�� ^-l'�/m|| N.T.G. Alan Franklin PE, C Civil and Site Plan Engineering 427Cranberry Lane Crozet, VAD2Q32 434-531-5544 � o|an@a|anfronk|inpe.00m | TH Or-' dIOO G. Franklin Lic, No, 35326 Ljj .0 '^ 0��L ' |��U�R' '���/�=^ SCALE:� U ���|�|�l�J�^ » /�^-«/~�'^�/»~�^ �����L17 ���w-r��, NONE | Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 1 H OF Alan G. Franklin Lic, No. 35326 w FSS / 0 � 06 -17 r 0 Cly W U << 0 z m � r) <C N � - w J _ < <c � w = z NO r ZD <C oc < 0 w o 0 w <c Q ry <t <C :� 0� w c) 0 m <C 0 < IX 06 w V) z KEY ISSUED: SCALE: REVISIONS: 12-04-17 1" =100' SHEET OF 62 PIPE DESIGN TABLE n = 0.025 for CMP in = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe U) Z5 4Z C: Lu Q Q a) 7� .8 U (D E C: < U E E to U 0 0 E f M t L) r_ 0 CJ o C9 U) 0 0 = r_ G 2 C: a) Q E co E v E Ct CL 3: 0 LL Z5 LL U_ Q) > E E ?: 0 E Pipe run: 2A 2A3 2A2 1 0.41 1 0.68 1 0.279 1 0.279 1 5.00 1 6.67 1 1.86 1 1.86 1 352.31 352,07 1 31.86 1 0.013 1 0.75 1 15 5.61 4.10 1 0.13 1 6.99 1 345.75 344.00 1 51,00 2A2 2A1 1 0.40 1 0.75 1 0.300 1 0.579 1 5.13 6.62 1.99 3.83 1 351.97 351.50 62.85 0.013 0.75 15 5.59 4.90 0.21 1 1.73 1 18 Pipe run: 2B 2133 2B2 1 0.31 1 0.68 0.211 0.211 1 5.00 6.67 1.41 1.41 1 351.75 351.50 31.84 0.013 0.79 15 5.72 3.90 0.14 1 0.560 1 13.10 2B2 2B1 1 0.12 1 0.85 0.102 0.313 5.14 6.62 0.68 2.07 351.40 351.30 15.34 0.013 0.65 15 5.22 4.00 0.06 0.180 1 0.740 1 13.17 Pipe run: 2C 2C3-1 2C3 1 0.27 1 0.77 0.208 0.208 5.00 6.67 1.39 1 1L39 350.50 349.95 79.13 0.013 0.70 15 5.39 3.70 0.36 1 3.56 2C2-1 2C2 1 0.29 1 0.77 0.223 0.223 5.00 1 6.67 1 1.49 1 1,49 350.28 349.65 39.36 1 0,013 1.60 115 1 8.17 5.00 0.13 1 50.60 1 0.013 2C3 2C2 1 0.42 0.77 0.323 1 0.531 5.00 1 6.67 1 2.16 1 3.54 349.85 349.65 32.16 1 0.013 1 0.62 15 1 5.09 4.50 0.12 2X3-1 2X3 0.15 MO 1 0.120 1 0.120 1 5.00 1 6.67 1 MO OM 1 338.65 337.20 71.79 0.013 2.02 15 1 9.18 4.50 0.27 2C2 2C1 1 0.24 0.77 1 0.185 1 0.939 5.12 6.63 1 1.22 6.22 349.55 1 349.00 91.42 0.013 OM 18 1 8.15 5.10 0.30 Pipe run: 21) 2D3 2D2 1 0.34 0.77 0.262 1 0.262 5.00 6.67 1 1.75 1.75 352.69 1 352.50 32.38 0.013 0.59 15 4.95 1 3.70 0.15 2D2 2D1 1 0.09 0.85 0.077 1 0.338 1 5.15 6.62 1 0.51 2.24 1 352.40 1 352.20 33.73 0.013 0.59 15 4.97 1 MO 0.14 Pipe run: 2E 2E3 2E2 1 0.17 0.68 0.116 1 0.116 1 5.00 1 6.67 1 0.77 0.77 1 353.21 1 352.94 33.89 1 0.013 OM 15 5,77 1 3.30 0.17 2E2 2E1 0.10 0.85 0.085 1 0.201 1 5.17 1 6.61 1 0.56 1.33 352.84 352.50 52.83 1 0.013 0.64 15 5.18 1 3,50 1 0.25 Pipe run: 2F 21=3 21=2 0.24 0.77 0.185 1 0.185 5.00 6.67 1 1.23 1 1.23 359,46 359.10 40.86 1 0.013 1 0.88 15 6.06 1 3.90 0.17 2F2 2F1 0.09 85 0.077 1 0.261 5.17 6.61 1 0.51 1 1.73 359.00 357.00 114.54 1 0.013 1 1.75 1 15 8.54 1 5.50 0.35 Pipe run: 2G 2G3 2G2 1 0.13 0.72 0.094 1 0.094 5.00 6.67 1 0.62 1 0.62 1 358.97 357.51 195.14 1 0.013 1 0.75 15 5.59 1 2.60 1.25 2G2 2G1 0.00 0.00 0.000 1 0.094 6.25 6.27 1 0.00 1 0.59 1 357.41 357.00 50.94 1 0.013 1 0,80 15 5.80 1 3,00 0.28 Pipe run: 2H - 2H3 2H2 0.17 0.85 0.145 0.145 5.00 6.67 1 0.96 0.96 350.85 350.65 38.84 0,013 1 0.51 15 4.64 3.00 0.22 2H2 21-11 0.15 0.85 0.128 0.272 1 5.22 6.59 1 0.84 1.79 350.55 350.08 71.78 0.013 1 0.65 15 5.23 3,80 0.31 Pipe run: A2 A2-3 A2-2 0.25 0.72 0.180 0.180 5.00 6.67 1.20 1.20 357.19 355.41 94.00 0.013 1.89 15 8.89 5.00 0.31 A2-2 A2-1 0.23 0.55 0.127 0.307 5.31 6.56 1 0.83 2.01 355.31 354.76 38.94 0.013 1.41 15 7.68 5.30 0.12 A2-1 A2 -715 0.85 1 0.128 0.434 5.44 6.52 0.83 2.83 354.66 350.08 182.88 0.013 2.50 1 15 10.22 7.10 0.43 Pipe run: A4 A4-2 A4-1 1 0.11 1 0.80 1 0.088 0.088 1 5.00 1 6.67 0.59 1 0.59 353.25 352.95 1 40.58 1 0.013 1 0.74 1 15 1 5.55 1 2.90 1 0.23 A4-1 A4 1 0.14 1 0.77 1 0.108 0.196 5.23 1 6.59 0.71 1 1.29 352.85 352.48 38.10 1 0.013 1 0-97 15 1 6.37 1 4,06 0.16 Pipe run: 21 213 212 1 0.04 1 0.95 1 0.038 1 0.038 5.00 1 6.67 0.25 1 0.25 357.90 356.80 :1 142.96 1 0.013 1 0,77 15 5.67 1 2,30 1.04 212 211 0.08 1 0.90 1 0.072 1 0.110 1 6.04 1 6.34 0.46 1 0.70 356.70 1 356.50 1 21.98 1 0.013 1 0.9 i 15 6.16 1 3.40 0.11 Pipe run: 2J 2J8-1 2J8 1 0.07 1 0.85 1 0,060 1 0.060 1 5.00 1 6.67 1 0.40 1 0.40 1 369.80 1 368.50 1 22.22 1 0.013 1 5.85 15 1 15.62 1 5.40 0.07 2J9 2J8 0,32 0.80 0.256 0.256 5.00 6.67 1 1.71 1.71 366.57 365.60 126.49 0.013 0,77 15 5.66 4,00 0.53 2J8 2J7 MO 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 4.80 016 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 2A 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 2A 2J3 0.48 0.80 0.384 1.006 6.61 6.17 2.37 6.21 356.30 353.50 35.21 0 13 7.95 15 18.22 13.40 0.04 tO. 1 353.40 352.75 1 44.62 0.013 1,E46 15 1 7.80 7.21 0.10 2J3 2J2 0.20 0.77 1 0.154 1.160 6.66 1 6.16 1 0.95 7.15 01 1 0 OE 1 2J2 2J1 0.15 0.85 0,128 1.288 6.76 1 6.13 0.78 7.89 1 352.65 352.30 1 35.87 3 0.98 18 1 10.38 6.50 0.09 Pipe run: 2K 2K6 2K5 0.03 0.90 1 0.027 0.027 0.00 9.08 0.25 0,25 367,80 366.48 132.48 0.013 1.00 15 1 6.45 2.50 0.88 21<5 2K4 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 0.42 126 363.38 359.65 129.98 0.013 2.87 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 1 359.00 38.04 0.013 1.45 15 7.77 5.00 0.13 Pipe run: 2L 21-6 2L5 0.03 0.90 1 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 OM 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 21-4 21_3 0.03 0.90 0,027 0.108 1.39 8.22 0.22 0.89 375.80 365.90 '34.60 0.013 6.01 115 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 !31.96 0.013 4.47 15 13.66 7.00 0.31 21_2 21-1 0.06 0.90 0.054 0.216 2.10 7.85 0.42 1,69 359.80 1 359,00 23.25 1 0.013 1 3,44 15 11.98 1 6,90 0.06 Pipe run: 2M 2Z1 2M6 1 0.80 1 0.59 1 0.472 0,472 1 5.00 1 6.67 1 3.15 1 3.15 1 356.75 1 353.75 30.58 1 0.013 1 9.81 1 15 20.23 1 12.00 1 0.04 1 21\6-1 2N6 1 0.65 1 0.681 0,442 0.442 1 5,00 1 6.67 1 2.95 1 2.95 1 351.25 1 350.75-T 56.44 1 0.013 1 0.89 1 15 6.08 1 4,90 1 0.19 1 2M3-1 2M3 0.56 1 0.59 1 0,330 0.330 1 5.00 1 6.67 1 2.20 1 2.20 11 347.75 1 345.76 1 18.92 1 0.013 1 10.521 115 1 20.95 1 11.00 1 0.03 1 2M2-2 2M2-1 0.13 1 0.68 1 0.088 0.088 1 5.00 1 6.67 1 0.59 1 0.59 348.13 1 347.61 1 44.46 1 0.013 1 1.17 1 '15 6.99 1 3,50 1 0.21 1 2M2-1 2M2 0.16 1 0.68 1 0.109 0,197 1 5.21 1 6.60 0.72 1 '1,30 11 347.51 1 346.55 1 32.10 1 0.013 1 2.99 1 15 11,17 1 6.10 1 0.09 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 1.00 15 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 36161 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 1 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 2W 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 2W 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 0A5 30.20 348,60 345.76 148.76 0.013 1.91 30 56.67 ItM 0.21 2M3 2M2 0.26 0.77 0.200 7.753 18.17 4.16 1 0.83 1 32.24 1 345.66 343,65 119.29 1 0.013 1.68 30 53.24 11.30 0.18 ---- T 2M2 2M1 0.00 0.00 1 0.000 8.211 18.35 4.14 0.00 33.98 343.55 341.50 130.53 1 0.013 1.57 30 51.40 11.20 1 0.19 1 Pipe run: N2 21\12 21\11 1 0.18 0.72 1 0.130 1 0.130 1 5.00 1 6.67 1 0.86 0.86 349.48 1 348.72 48.10 1 0.013 1 1.58 15 8.12 4.30 1 0.19 1 2N1 2M2 1 0.17 0.77 1 0.131 1 0.261 1 5.19 1 6.60 1_ 0.86 1.72 348.62 1 346.55 30.58 1 0.013 1 6.77 15 16.81 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 2.611 115 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 MO 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 10.68 1 0.122 1 0A22 1 5.00 1 6.67 1 0,82 0,82 364.25 1 363.81 1 55.83 1 0.013 0.79 15 5.73 3,31 1 0.28 1 2P1 2M10 1 0.12 1 0.68 1 0.082 0.204 1 5.28 6.57 0.54 1.34 363.71 1 363.21 82.23 0.013 0,61 15 5.04 7.90 1 0.17 1 Pipe run: 2Q Z01-1 ZQ1 1 0.45 1 0.68 1 0.306 0.306 1 5.00 6.67 2.04 2.04 364.87 1 364.31 46.36 0.013 1,21 15 7.10 5.00 1 0.15 1 2Q4 2Q3 7.00 0.55 3.850 3.850 17.00 4.29 16.52 16.52 367,00 1 366.70 30.28 0.013 0.99 24 22.52 7.80 0.06 203 202 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 Pipe run: 2R 2R1-1 2R1 1 0,05 10.55 1 0.028 1 0.028 1 5.00 1 6.67 0.18 0.18 364.75 1 362.25 1 22.94 1 0.013 1 10.901 15 1 21.33 1 5.30 1 0.07 1 2P2 2R1 0.16 10.77 1 0.123 0.123 1 8.00 5.81 0.72 0.72 362.80 36225 1 47.39 0,013 1 1.16 1 15 1 6.96 170 0.21 1 2R1 2S12 0.39 0.77 1 0.300 0.451 1 8.21 5.76 1.73 2,60 362.15 361.90 1 32.16 0.013 0,78 15 5.70 4-54 0.12 1 Pipe run: 2T 2T2 2T1 0.09 0.85 1 0.077 0,077 1 5.00 6.67 0.51 0.51 353.70 35100 1 25.15 0.013 2.78 15 10.78 4.50 0.09 1 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 2315 2514 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 2S12 2511 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 2511 2S10 0.08 0.80 0.064 0.915 8.06 5.80 0.37 5,31 1 359.90 357.20 150.10 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 9.60 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 0.013 139 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 0.013 177 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 1.758 9.56 5.46 0.52 MO 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 1.758 9.74 5.42 0.00 9.53 342.25 341.50 74.06 0.013 1.01 24 22.77 7.00 0.18 Pipe run: 2U 2U8 2U7 0.39 0.40 0.156 0.156 5.00 6.67 1 1.04 1.04 375.75 365.86 156-00 0.013 6.34 15 16.27 7.40 0.35 2U7 21J6 0.86 0.40 0.344 0.500 11.21 5.14 1.77 2.57 365.75 36410 40.00 0.013 4. i2 15 13,12 8,30 0.08 2U6 21-15 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 23.28 412.50 0.10 2U5 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 21-13 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 - _784 0.013 0.75 24 19.57 1 5.90 1 0.19 2U3 21-12 0.26 0.72 0.187 1.549 1 1.66 5.06 0.95 353.18 352.68 66.78 2U2 2U1 0.32 0.80 0.256 1,805 1 11.85T5,073 1.29 1 9,07 11352.58 352.00 t77,00 0.013 1 0.75 1 24 19.63 1 6.10 1 0.21 F_ PIPE DESIGN TABLE n = 0.025 for CMP ' n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe U) CY) W ui E < 0 E n3 E :3 v) < 0 W E (n 12 z 3: 0 a- Mu t 0- (n '5 0 0 = - (D > > > > -- 29? (n E CL C6 Lo o LL LL > E E 0 E Ce 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 0A09 5.28 6.57 0.86 2,69 355.18 353.11 109.75 0.013 11.89 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 1 0.77 0.046 0.567 5.83 6.40 0.30 3.63 352.25 1 352.00 1 24.00 0.013 1.04 15 6.59 1 5.50 1 0.07 Pipe run: 2W 2W3-2 2W3-1 3.21] 0.45 1.445 1.445 13.00 1 =.846.99 1 6.99 1 345.75 344.00 1 51,00 1 0.013 1 3.43-1 15 1 11.97 1 10.10 1 0.08 1 2W3-1 2W3 0.31 1 0.68 0.211 1.655 13.08 1 4.82 1 1.02 1 7.98 1 343.90 343.35 1 31.84 1 0.013 1 1.73 1 18 1 13.81 1 7.90 1 0.07 1 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 0.013 164 18 20.03 11.42 0.17 2W2 2W1 0.00 0.77 0.000 2.140 1 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 1.40 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 15 1 19.38 11.10 0.07 2X5-1 2X5 0.25 1 0.72 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 15 1 11.05 8,00 0.11 2X5 -B 2X5 0.70 1 0.59 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 15 1 18.29 10.70 0.04 2X4-1 2X4 0.13 1 0.80 1 0.104 0. 104 1 5.00 1 6.67 1 0.69 1 0.69 1 338.65 337.20 71.79 0.013 2.02 15 1 9.18 4,40 0.27 2X3-1 2X3 0.15 MO 1 0.120 1 0.120 1 5.00 1 6.67 1 MO OM 1 338.65 337.20 71.79 0.013 2.02 15 1 9.18 4.50 0.27 2X6 2X5 0.16 0.77 0.123 0.123 5.00 6.67 0.82 0.82 338.65 337.85 71.79 0.013 1.11 15 6.82 3,70 0.32 2X5 2X4 0.19 0.77 0.146 1.423 13.21 4.80 0.70 6.831 337.75 337.20 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 1 0.000 , 1.607 13.49 1 4*76 1 0.00 7,65 1 333.00 332,00 45.00 0.013 2'22 18 15.66 8,80 0.09 -for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at6.5in/hr *1 used for curbs without gutter Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com A H OF 1/4P H 0 Alan G. Franklin P Franklin n 4j Li ro r) CLI O Lic, No. 35326 W /ONAL ISSUED: 12-04-17 SCALE: NONE REVISIONS: