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Home My WebLink AboutSUB201500119 Plan - Approved Road Plan and Comps. 2016-09-07I it) HASE 1 & PARTS OF PHASE 3 & [Dx1V1\1 I \ V1 A( E WATFR 4 Ay oil SANITARY SEWER PLANS JUNE 18y,'2015 APPROVALS PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD VICINITY MAP: SCALE: 1" = / SHEET INDEX C0.0 COVER SHEET CO.1 GENERAL NOTES C1.0 EXISTING CONDITIONS C1.1 OVERALL PHASE |PLAN C2.0 LAYOUT PLAN C2.2 ROAD PROFILES C2.3 ROAD PROFILES C2.4 TYPICAL ROAD SECTIONS C2.5 SITE DETAILS C2.8 SITE DETAILS C27 PAVEMENT CALCULATIONS C3.0 GRADING & DRAINAGE PLAN C3.1 GRADING & DRAINAGE PLAN C3.2 STORM DRAIN PROFILES " C3.3 `�, STORM DRAIN PROFILES C3.4 DRAINAGE AREA MAP C3.5 DRAINAGE CALCULATIONS C4.0 UTILITY PLAN C4.1 ' UTILITY PLAN C42 - / WATERLINE PROFILES C4.3 - SANITARY SEWER PROFILES C4.4 . SANITARY SEWER PROFILES C4.5 SANITARY SEWER DETAILS C4.6 WATERLINE DETAILS C5.0 LANDSCAPE PLAN U5.1 LANDSCAPE DETAILS STANDARDS D SPECIFICATIONS: 1. VIRGINIA DEPARTMENI 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, 13S2. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP, GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (M1UTCD) STANDARDS, LATEST EDITION. S. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEK4ARLE VIRG|N|A, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2O0g. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V,D,O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. -----W----- WATER LINE (B[/PROP) BOUNDARY/ R|GHT-OF-WAYLINE WVO WM{] WATER VALVE/ METER I.F. IRON PIN FOUND FHA FIRE HYDRANT I.S. IRON PIN SET �� YH�, YARD HYDRANT ---------'--- SETBACK LINE BOA BLOW -OFF ASSEMBLY EASEMENT LIMITS -----SS----- SANITARY SEWER LINE (EX./PR0P.) CENTERLINE CO CLEANOUT -----670------ CONTOUR LINE (EX./PROP.) [NH- MANHOLE <--3:1-- <-2.5011/u- DEGREE/ DIRECTION OFSLOPE -----SU STORM LINE (EX./PR0P.) 479.70f SPOT ELEVATION � �l D|�-�� STORM INLET HP HIGH POINT YD YARD DRAIN LP LOW POINT DS DOWNSPOUT DITCH /SVVALE ------G------ GAS LINE (EX./PROP.) WATER COURSE GV(9 GMO GAS VALVE /METER BM* BENCHMARK ----0HE----- OVERHEAD ELECTRIC (EX./PR0p.) CG -2 VD0TSTD. HEADER CURB ----UGE----- UNDERGROUND ELECTRIC (EX./pROp.) CG'OVDOT STD. CURB &GUTTER PP{} POWER POLE CG -12 VDOT STD. HANDICAP RAMP LP-(� ~' LIGHT HC HANDICAP PARKING SYK4BOL DIP DUCTILE IRON PIPE GUYr^ GUY WIRE RCP REINFORCED CONCRETE PIPE EM= ELECTRIC METER CMP CORRUGATED METAL PIPE �� TRANSFORMER PVC POLYV|NYLCHLORI DEPIPE ----0MT----- OVERHEAD COMMUNICATIONS (EX./PROP.) HDPE HIGH-DENSITY POLYETHYL\NEPIPE ----UGT----- UNDERGROUND COMMUNICATIONS (EX./PRNP.) VC VITRIFIED CLAY PIPE PED El UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SVVM/DVVM q/A SINGLE/ DOUBLE WATER METER TBR TOBEREMOVED TBT TO BE TRANSPLANTED GVX GATE VALVE TBS TOBESAVED BOA o BLOW OFF ASSEMBLY Alan rakl~PE, C Civil and Site Plan Engineering 427Cranberry Lane Crozet, VA22932 434�31-5544 bY the Albemarle CourAy Date File ISSUED: .��w��. . / v/ 1`/ SCALE: ��H|�|�1N�' ' `^-. '`/'^�''^�' 10V15/15'V COMMENTS 04/2S/10- COMMENTS 08/13/10 -VDOT/A0SA/CO COMMENTS �W��T ��' '��^�' GENERAL NOTES: PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE VILLAGEAVENUE: STA'. 10+00- 12+75 INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR VILLAGE AVENUE: 12+75 - END11- .... CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. . STEAMER DRIVE: STA. 11+50 - 14+25.95 AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND 1.. STEAMER DRIVE: STA, 14+25.95 - END ... .. 2,20_0 I'll.. . I_. SWEETGUM LANE- IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE "I'll . .1-11 WINDING ROAD WITH SPECIFIED IMPROVEMENTS. PRIVATE ALLEY A PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE 1111111 1-1-1-1-11.,..11-11-11.111 PRIVATE ALLEY B I I'll 600 PRIVATE AI'llLLEY C ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS 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 ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 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 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND 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 SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8(00-552-7001). BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF' COVER MEASURED FROM THE TOP OF PIPE, 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 OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 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 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE 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 PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT EXTENSION OF THE LINE. THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO 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 BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT 4. INTENTIONALLY OMITTED. EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND 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, CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 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 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS CTM PLAN ITSELF, E SUCH AS ESTABLISHING THE MAI N STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWA"TER 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 TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY ;STAKEOUT, THE RELATIONSHIP OF 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY TRUCK CONCRETE MIXERUC - TR K, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL REQUIREMENTS OF THE PERMIT SHALL GOVERN. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER 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 WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. VDOT UNLESS OTHERWISE NOTED. BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION JL CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, DEVELOPER: RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902,434-974-7377 DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CONTACT: ANDREW BONINTI APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS"). THE OWNER SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON TIHE COMPLETION OF SUCH AREAS AS THEY ARE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARIK THEM CLEARLY PRIOR TO 3:1 OR BETTER ARE TO BE ACHIEVED. TAX MAP / PARCEL #: 79-25A, 80-46, 80-46A, 80-46C, 80-46D, 80-46E, 80-50, 80-51, 80-52, 80-52A, 80-55A, 93A1-3, COMMENCING GRADING OF THE SITE.. 93A1-4 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) 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE PROPERTY SIZE: 90.607 ACRES ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 27.585 ACRES IAS PART OF PHASE 1 TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY 63.022 ACRES REMAINING FOR FUTURE PHASES 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS 7. TRAFFIC CONTROL IGH SHALL ALL RA C C SIGNS S AL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. MAGISTERIAL: SCOTTSVILLE DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE 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 PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE WATERSHED: ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. CONSTRUCTION INDUSTRY (29 CFR PART 1926). 12, USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE LL ALSO BEN TIFIED. U E OF EXPLOSIVES PURPOSES SHA 0 S ODEVELOPMENT FCONSTRUCTIONCOUN ALL OTHERS SHARING THE SITE OR 1. INSPECTION F LL P CONSTRUCTIONO A ROPOSED ROADS WITHIN THE DEV WILL BE MADE BY THE TY. E TH HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION INJPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATIION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY OWNERS. THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY START OF CONSTRUCTION. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLICRIGHT-OF-WAY, INCLUDING CON ECTION TO ANY 2. UPON COMPLETION OF FINE GRADING AND PREPARATION THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OFTRANSPORTATION (VDOT). THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER IF SUBGRADE SOIL CBR OF 1 R GREATER I T COUNTY.S 0 0 G S NO OBTAINABLE, A EDPAVEMENT DESIGN SHALL REVISED D BE 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL, BY THE CODE OF DEVELOPMENT. OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. RIGHT OF WAY 5443 20% ' 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE H(OUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THIE PUBLIC RIGHT-OF-WAY OR WITHIN 15, ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE -TERMS AND CONDITIONS OF THIS PARAGRAPH 9, EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE BOUNDARY LINE OR A NATURAL WATERCOURSE. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION APND APPROPRIATE END TREATMENTS WILL BE HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. STRUCTURE. A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL- MAY BE REQUIRED AT LOCATIONS NOT SHOWN ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS EMPLOYEES: DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORIDANCE WITH THE APPROVED EROSION WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FIEET. UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS - SEE PLANS FOR DETAILS B. FOR -RENT AFFORDABLE UNITS. PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECO.MMiSIONING 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, OF EROSION CONTROL MEASURES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF CG -9(A, B OR C). THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE CONTROL BOND. REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN 6/1/15, BY STANTEC THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVIEWAY ENTRANCES SHALL CONFORM TO VDOT 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRSTF (THE "AFFORDABLE TERM"). STANDARD PE -1. (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IIS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR-RE(NT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT E(C-2 SLOPE STABILIZATION !SWT. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AIND DITCH SECTIONS, AS SHOWN ON THE TYPICAL BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NJOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY THIS PARAGRAPH 9B HAVE BEEN SATISFIED. (3) REPORTING RENTAL RATES, DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL PLAT OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNJIT 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 FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL (CONFORM TO CURRENT PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRF. AND VOID. SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL WATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTEED ON THE PLANS. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHAILL BE INSTALLED BY THE DEVELOPER OR 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE. ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AIISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT-OU'T AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAIPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 0.(.P . ALL. WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORIW TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS, CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN % INICH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN %2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUIBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN4 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES, CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS (UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL 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. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELIOW THE DESIGN SPEED, ORAS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDER', THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS ANID CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS, THE VIDEO INSPECTION SHALL BE C(ONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL NOTES 1. VDOT SHALL BE CONTACTED 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. 2. VDOT SHALL BE INCLUDED IN PRE -CONSTRUCTION MEETINGS. RIVANNA VILLAGE INTERNAL ROAD TRAFFIC PROJECTION PROPOSED ROADWAY ADT @ FULL BUILD UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR OUT* (NAME) (TRIPS PER DAY), VILLAGEAVENUE: STA'. 10+00- 12+75 4,400 VILLAGE AVENUE: 12+75 - END11- .... . .. 2,200. . STEAMER DRIVE: STA. 11+50 - 14+25.95 200 1.. STEAMER DRIVE: STA, 14+25.95 - END ... .. 2,20_0 I'll.. . I_. SWEETGUM LANE- 600 ...11 SYCAMORE LANEI 600 "I'll . .1-11 WINDING ROAD 200 . PRIVATE ALLEY A 600 1111111 1-1-1-1-11.,..11-11-11.111 PRIVATE ALLEY B I I'll 600 PRIVATE AI'llLLEY C 60 0 _.1 _ . PRIVATE ALLEY D __I 11-1 11 200 *INTERNAL ADT ESTIMATE @ FULL BUILD OUT DERIVED FROM REZONING TRAFFIC IMPACT ANALYSIS ADDENDUM PREPARED I `BY EPR; P.C. AND, AS SHOWN ON SHEET 4 OF THE REZONING PLAN DOCUMENTS PREPAR1.ED BY TERRA CONCEPTS, P,C. CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY SUNDAY (PER UNIT) AM (PER UNIT) PM (PER UNIT) 21D SINGLE-FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 46 440 35 46 465 404 1 230 CONDOMINIUM / TOWNHOUSE / DUPLEX 5.86 57 334 O 0.44 0.52 5.67 4.84 25 30 323 276 0 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE CODE OF VIRGINIA ("CODE"). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA. WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2. 2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECT'S WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES RELATED TO IMPROVEMENTS PROGRAM, DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS: SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM LATER DETERMINED (PRIOR TO THE END OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE INADEQUATE TO SERVE THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. HEREIN. ANNUAL ADJUSTMENT OF CASH PROFFERS. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET INDEX ("MSI"), IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH (CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE SUBJECT TO APPROVAL BY THE DIRECTOR. UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO "THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (ill) 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. IL - - - FA URE OF THE OWNS F T RSO MP 093�A1 00 00 00200 T GRANT THE E O G N E R QUIRED EASEMENTS CTM PLAN ITSELF, E SUCH AS ESTABLISHING THE MAI N STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWA"TER MANAGEMENT FOR BLOCKS A AND H AND, IF THE PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER CONSULTATION WITH THE OWNER, THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE" INCLUDES, BUT IS NOT REQUIREMENTS FOR THE OVERALL O Q V LL PR JECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP TRUCK CONCRETE MIXERUC - TR K, 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. FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL OF DEVELOPMENT T P V LO ENT ( HE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS .SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN -THE PROPERTY. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR THE COUNTY THE OWNER SHALL DEDICATE THECOMMUNITY PARK T UPON COMPLETION THE PARK IMPROVEMENTS O EARLIER CONSTRUCTION VEHICLE USE THEN CONSTRUCTION TRAFFIC RELATED TO THEDEVELOPMENT OF BLOCK A MAY NEVERTHELESS TI F THE T COMPLETION O UPON REQUEST OF THE COUNTY, IF DEDICATED PRIOR O REQUIRED PARK IMPROVEMENTS, THE CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH TFHE RESIDUY_ o�: 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 vKE OWNER PROFFERS THE COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER PD `� JL °�'�o DATA: NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE DEVELOPER: RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902,434-974-7377 COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING CONTACT: ANDREW BONINTI APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS"). THE OWNER SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON TIHE COMPLETION OF SUCH AREAS AS THEY ARE PROPERTY OWNER: RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902,434-974-7377 CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE CONTACT: ANDREW BONINT REQUIRED BY THE COUNTY. TAX MAP / PARCEL #: 79-25A, 80-46, 80-46A, 80-46C, 80-46D, 80-46E, 80-50, 80-51, 80-52, 80-52A, 80-55A, 93A1-3, IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED 93A1-4 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 ADDRESS: 3500 STEAMER DRIVE MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION (PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A BLOCK WITHIN WITH THE TRAILS ARE LOCATED. PROPERTY SIZE: 90.607 ACRES 27.585 ACRES IAS PART OF PHASE 1 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE 63.022 ACRES REMAINING FOR FUTURE PHASES 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE" AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG ZONING: NMD (AS OF 07-09-14 - ZMA #2013-0012) ROUTE 250 (THE "LANDSCAPE BUFFER") AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND MAGISTERIAL: SCOTTSVILLE DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC 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 DRINKING WATER NONE CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND WATERSHED: LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR O)F COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING RE(QU)REMENTS. STANDARDS FOR LANDSCAPING WITHIN PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE WAIVER / VARIANCE NONE DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND REQUESTS: SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE SURVEY SOURCES: BOUNDARY SURVEY: ROUDAB SH, GALE &ASSOCIATES (434) 977- OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE -0205 SURVEY: I AERIAL SURVEYS, 967-1499 149 TIELD HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. VERIFIED FIELD VERIFIED BY ROUDABUSH, GALE &ASSOCIATES IN 2014 BUSH, S IN 014 AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION INJPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATIION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE: BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, N 3,890,142 SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF (DEVELOPMENT. UPON BEING REQUESTED BY THE E 11,520,058 COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF ELEV. 416.195 THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/04/2005 AND 51003CO325D, 02/04/2005 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS ITO GLENMORE WAY, THE OWNER SHALL PROVIDE A MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED BY THE CODE OF DEVELOPMENT. AREA STATISTICS: LAND -USE FOR THIS PHASE(S)AC % RIGHT OF WAY 5443 20% ' 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE H(OUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS; SUBJECT ALWAYS TO PHASE 1 LOTS & LOT BLOCKS , 11.8111 43%0 THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT " 1111 `.. ' 1111'"' 1111' 1111 ' SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE -TERMS AND CONDITIONS OF THIS PARAGRAPH 9, DEDICATED OPENIAMENITY/PARK SPACE '10,334 37%- INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE .. 1111 . AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE 'TOTAL PHASE SITE ACREAGE: 1.27.5$7 10t?°!rI 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 CONSISTIMG OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND SETBACKS: REFER TO CODE OF DEVELOPMENT DATED JUNE 9, 2014 AND TITLED 'RIVANNA VILLAGE HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. AMENDED AND RESTATED CODE OF DEVELOPMENT' A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE MAX. NUMBER OF NOT APPLICABLE WITH PHASE 1 ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS EMPLOYEES: DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) PARKING REQUIREMENTS: REQ. PARKING FOR SF DETACHED UNITS = 2/UNIT X 46 UNITS = 92 SPACES WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE PROVIDED PARKING = 46 UNITS X (2 GARAGE OR 2 DRIVEWAY SPACES) = 92 SPACES, CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED REQUIRED PARKING FOR SINGLE FAMILY ATTACHED UNITS = 2.25/UNIT X TBD UNITS = TBD PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE , # OF ON -STREET PARKING SPACE AVAILABLE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS - SEE PLANS FOR DETAILS B. FOR -RENT AFFORDABLE UNITS. IMPERVIOUS AREA: 377,084 SF WITH THESE IMPROVEMENTS. (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT RELATED PHASE 1 WPO201400077 EROSION & SEDIMENT CONTROL PLAN, RIVANNA VILLAGE - PHASE 1, AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, DOCUMENTS: DATED 6/1/15, BY STANTEC THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE WPO201400077 STORMWATER MANAGERMENT PLAN, RIVANNA VILLAGE - PHASE 1, DATED REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN 6/1/15, BY STANTEC THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL -THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENTF AUTHORITY, FARMERS HOME ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRSTF (THE "AFFORDABLE TERM"). (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IIS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR-RE(NT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NJOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTE:NTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 9B HAVE BEEN SATISFIED. (3) REPORTING RENTAL RATES, DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHAkLL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNJIT 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 REQUIRF. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com elo` �1LTH OhT j �r 'Y�" Y Alan G. Franklin vt Lic, No. 35326 O IW . ti G �YI01VA L � ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS SHEET 2 of 26 7� 403 6�0 J 2,50 0 `N VOODEb,�,- v I 4/ J \7 ACSA/GLENMORE ASSOC. 79 - SAN. SEWER AGREEMENT LIMITS v f PY/ f .. . ....... 4 -D 7 I q 7 0, IC -1-41 \'RI JDE 19 7, N 3,1 IMP, 7 -"D-9--' DEVELOPMENT vi U- ---- ------ COMMERCIAL R D IN "JAII.,, - - - -------- - ES10 L -3 1,kV V Z, �WAA /T 4130 T P 79 Z E I �TS E I QR E TtA N D I If 41& 0 MID EX. STEAMER DRIVE AND UTILI I ILO OP Ji EN E 7-- ESIP JA 4V# V V 38c 4 T� TO BE RELOCATED iu� RE ix WOODED 1VI\F1 j Lu, N I A E : X FH It Y, I c f KA y 2.0 ACRE �0 1 ''!N xi p�, `7 If if 'F, Z @RAiNFIE ASEM 4T -WET'LAND J 04E ---- )i�,@HE A� - ----- i jZ D -7� Z T 0; D . 13TY, L 4 P. 20n -7 V;.' i I /j K X / F I -E It 0 COMMERCIAL C-) //R E DEVELOPMENT --TM 4 L RE DE E WOODED RESIDE , �3 '\N x NOTE: CONTRACTOR TO NOTE, FIELD IDENTIFY AND LOCATE EXISTING BURIED CABLED COMMERCIAL DEVELOPMENT AND FIBER OPTIC UTILIT IES IN THE AREA BETWEEN THE EXISTING EDGE OF D TO BE ABANDONED/REMOVED DRAINFIEL PAVEMENT OF GLENMORE WAY AND THE p ONCE FIRE DEPT. CONNECTED TO PUBLIC AC$A/,G LEN M 0 R E AS S0C PROPERTY BOUNDARY. Q SANITARY SEWER -,SEWER"AGREEMENT L ETLANP TYP. LIMITS ......... OPE4' 'POODED,/ 4, A T LAN D'TYP. Coe) R 4 4 WO rrT11 Itg ODED' <\ 4< wQ D y \�rn HE NT 50'ACCESS EASEME D. B. 1204 P. 201 R r txum.. . . ....... . W QDED - - ----- L 0, tOPEN) 'WOOD)ED ACRES f6.33 RIVANNA VILLAUE LLC D ACSA,/GLEN MORE ASSOC. SAN. SEWER AGREEMEN I R D E LIMITS < rill f DARRE 100'STREAM BUFFER L -�OSG E, OPE� RESIDE IAL -WO b D E�b 20'ASCA LANDSCAP'E EASEMENT 4593 P. 301 tD.B. WOODED ....... . ...... . P ND 0 L WETLAN D-.TY.P..,,, -54� CHARLES GRADY/ WOO TMP'80 or DE -b 00/� 1-REAW/, TT�NT S . ..... ....... ES[DENTIA R Q ERA LD-HJU G H E -M TERMI TIVIP RESIDELNTIAt,\ -tM9THY U. 'A P, 70- B\ MILT04 -I�ESID`t T /RO E fY UA . ...... RR \W,jE. ID Er L .. . ...... .. "WOODED tWOOIDEDt A -A TM P180 _MP 9-25C --54 7 TO W /DANIS/WILLIAMS�,"L/ .COSGROVE /R /ID'ENTIAL ,WE" LAND RE§DENT'iAL/ /,VT --w-ETLAND TYP.// ell - - -- --------- -A r r R XL r tT 0-49A . ..... .. .. WILL'JAM 20'SANITARY SEWER RESIDE TIAL EASEMENT RESERVED ESIDE 26 V TMP -79 FOR EXTENSION'� G�G I N DQNA\LD Rt joo 0/ MLENT`-' R, I Q E N T I A4-r,/-� RESIDENTIAL— B �4\ \Q PAR, E L tA IfXIST`1�4G, In more Tr\4P` 80 4T," e-79 Y/ 519�N FtAL,/ STING', IV\QF-§ITE--SEW�R�-, ACSA/GLENMORE ASSOC. GRAPHIC SCALE: /fL 369.' SAN. SEWER AGREEMENT LIMITS 100' 50' 0 100' 200' 6w M III ----------- 1 100, Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,v I ri Ut Alan G. Franklin Lic. No. 35326 Is, O"ONAL CL 0 ry Z cr- D LIJ 0 0 U.J < LLJ < co < F < u) U) U.J ISSUED: 7/6/15 SCALE: III = 100' REVISIONS: 10/ 15/15 - VDOT/ACSA/CO CO M M E N- 04/2 6/16 - VDOT/ACSA/CO CO M M E N 06/13/16 - VDOT/ACSA/CO COMMEN SHEET 000 3 of 26 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com TH OF Alan G. Franklin Uc. No. 35326 ti -'ONA L ISSUED: 7/6/15 SCALE: ill = 100' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMEW 04/26/16 - VDOT/ACSA/CO COMM 06/13/16 - VDOT/ACSA/CO COMMEN Z, N X r7 N, L LOT E (SFD) LOT B4 �1 LOT B2 LOT B3 T El (SFD) (SFD) LO LOT E2 LOT E3 LOT E4 LOT E5 LOT E6 LOT E7 LOT E8 LOT E9 LOT E10 LOT Ell LOT E12 LOT E13 (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFID) (SFD) LOT B5 -0 END CONSTRUCTION 11+00 ............ I - - w 10'SHARED USE PATH (SFD) VILLAGE AVENUE STA. 29+49.66 PRIVATE ALLEY'A': 12+79.64 VILLAGE AVENUE: 20+77.18 BLOCK Fl STEAMER DRIVE PUBLIC (25 MPH) PRIVATE ALLEY'B': 12+80.05 18, V VILLAGE AVENUE: 16+33.15 1 (TOWNHOMES) LOT B6 DOT STV ADT (2,000-4,000) '18+00 CG -9B (TYP)i PUBLIC (25 MPH) LOT B12 13+38 13+ 8 (SFD) ADT (<2,000) (SFD) T St. VDO C 22+10.16 BEGIN STEA IVE CG -9D ENTRANCE 00 LAGE AVEN AD Cu GU FER _913 (TYP) LOT IB7 a SYCAMORE LANE: 12+80.07 SWEETGUM LA�E:12+31.45 (SFD) L8+34. VIL VILLAGE AVENUE: 14+61.25 N�y 1.* \ I CG 6 1p 13 0 INOM _ CL WIDEN EXISTING sm - - 81 N1 - LOT B8 PAVEMENT TO 24" LOT Bll (SFD) (SFD) I W �� 33.45' /<�OT BIO A Ab. (SFD) WE C) + 01- j "(N P) SWEETGUM LANE + R -A STA. 9+52.00 PUBLIC (25 MPH) ADT (<2,000) t-"- STO P I G N STREET NAME CENTER OF CUL DE SAC STREET NAME S 251 R STREET NAME SIGN )P SIGN CG -12 TYPE C TOP & STREET CG -9D ENTRANCE GU 4� G-6 'N_ I LOT B13 LOT B9 NAME SIGNS HC RAf x l"-1 w '13 �"Zz_�- I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT (SFD) (SFD) A- C5 1 . I STOP SIGN CG -6 LOT C4 C6 C7 C8 C9 Clo Cil C12 C13 C14 *00 0 11 OTUAIVIUt-Q: LAINL (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) STREET NAME (SFD) (SFD) (SFD) (SFD) (SFD) R PUBLIC (25 MPH) SIGN 18- GAP IN CURB, (TYP) CG -2 L LOT B14 18" G�P IN CURB, kP) ADT (< 2, )00) Ld ICG -2 (sFD) 35'R BLOCK D2 10'R w V) C) LOT C3 + (TOWNHOUSE) 4- 1- t-4- Ng4- - 4 (NP) NO PARPUNG SIGIN (SFD) i Ais- OPEN LOT B15 CG -6 D) ggggg` 10'SHARED USE PATH SPACE (SF Ln + - ----- STOP SIGN 00 ^SORR VILLAGE AVENUE: 12+71.8(l 0) Y'A" I 1 +40 0 PRIVATE ALL .00 1, 10 NO CURB PROPOSED IN 0 CURB PROPOSED i U_ -EXP C PRIVATE ALLEY'C': 14+44.( 1111, (FUTURE PARKING LOT B16 -12,-TYPE C SIE-AIVIER DRIVE: 14+41.95 PRIV i ATE ALLEY -C-: IU+UU.UU )0 (4) CG I LOT C2 ANSIJN) Al LU STREET I 0 0 �� g 11+00� CG -6 PRIVATE ALLEY'B': 11+40.00 R, IM (SFD) HC FRAMPS //T NAME SIGN (NP) (SFD) 911*00 8 (FUTURE PARKING EX BLOCK DI -2 OG gt (TOWNHOUSE) SIOPSIGN CG -6 LOT B17 BLOCK C BLOCK C2 BLOCK C3 BLOCK C4 t CG -12, TYPE C - VDOT STD. (SFD) LOT Cl (TOWNHOUSE) N 4 (TOWNHOUSE (TOWNHOUSE) (TOWNHOUSE) 4t S HC RAMP CG -12 TYPE C �p (SFD) P) IN CG -9D HC RAM 25'R STOP SIGN S I REET NAME SIG STREET TREE (�YP) ENTRANCE STREET CG 6 51 STOP I STREET NAME SIGN STOF SIGN STREET NAME SIGN 2R. NAME SIGN Fill, C) L 1_7 0 C) 0 (NP) 51, WIN C-, 12 LOT CG -6 IN VDOT STD. CG- Al 1� % TYPE C HC RAMP (SFD) + l65'1`Ia__ffi__ 18' VD0 1,S1 D VILLAGE AVENUE Number Radius Length Line/Chord Direction AValue Ll 434.86 S860 33'09.06"E C1 335.0 0 263.91 S630 59'03.01"E L2 230.00 801.23 S41- 24'56�96'IE 0 C2 200.00 156.60 S180 59'03.01"E L3 HC RAMP 984.73 S41- 241 56.96IIE < r7 N, L LOT E (SFD) LOT B4 �1 LOT B2 LOT B3 T El (SFD) (SFD) LO LOT E2 LOT E3 LOT E4 LOT E5 LOT E6 LOT E7 LOT E8 LOT E9 LOT E10 LOT Ell LOT E12 LOT E13 (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFID) (SFD) LOT B5 -0 END CONSTRUCTION 11+00 ............ I - - w 10'SHARED USE PATH (SFD) VILLAGE AVENUE STA. 29+49.66 PRIVATE ALLEY'A': 12+79.64 VILLAGE AVENUE: 20+77.18 BLOCK Fl STEAMER DRIVE PUBLIC (25 MPH) PRIVATE ALLEY'B': 12+80.05 18, V VILLAGE AVENUE: 16+33.15 1 (TOWNHOMES) LOT B6 DOT STV ADT (2,000-4,000) '18+00 CG -9B (TYP)i PUBLIC (25 MPH) LOT B12 13+38 13+ 8 (SFD) ADT (<2,000) (SFD) T St. VDO C 22+10.16 BEGIN STEA IVE CG -9D ENTRANCE 00 LAGE AVEN AD Cu GU FER _913 (TYP) LOT IB7 a SYCAMORE LANE: 12+80.07 SWEETGUM LA�E:12+31.45 (SFD) L8+34. VIL VILLAGE AVENUE: 14+61.25 N�y 1.* \ I CG 6 1p 13 0 INOM _ CL WIDEN EXISTING sm - - 81 N1 - LOT B8 PAVEMENT TO 24" LOT Bll (SFD) (SFD) I W �� 33.45' /<�OT BIO A Ab. (SFD) WE C) + 01- j "(N P) SWEETGUM LANE + R -A STA. 9+52.00 PUBLIC (25 MPH) ADT (<2,000) t-"- STO P I G N STREET NAME CENTER OF CUL DE SAC STREET NAME S 251 R STREET NAME SIGN )P SIGN CG -12 TYPE C TOP & STREET CG -9D ENTRANCE GU 4� G-6 'N_ I LOT B13 LOT B9 NAME SIGNS HC RAf x l"-1 w '13 �"Zz_�- I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT (SFD) (SFD) A- C5 1 . I STOP SIGN CG -6 LOT C4 C6 C7 C8 C9 Clo Cil C12 C13 C14 *00 0 11 OTUAIVIUt-Q: LAINL (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) STREET NAME (SFD) (SFD) (SFD) (SFD) (SFD) R PUBLIC (25 MPH) SIGN 18- GAP IN CURB, (TYP) CG -2 L LOT B14 18" G�P IN CURB, kP) ADT (< 2, )00) Ld ICG -2 (sFD) 35'R BLOCK D2 10'R w V) C) LOT C3 + (TOWNHOUSE) 4- 1- t-4- Ng4- - 4 (NP) NO PARPUNG SIGIN (SFD) i Ais- OPEN LOT B15 CG -6 D) ggggg` 10'SHARED USE PATH SPACE (SF Ln + - ----- STOP SIGN 00 ^SORR VILLAGE AVENUE: 12+71.8(l 0) Y'A" I 1 +40 0 PRIVATE ALL .00 1, 10 NO CURB PROPOSED IN 0 CURB PROPOSED i U_ -EXP C PRIVATE ALLEY'C': 14+44.( 1111, (FUTURE PARKING LOT B16 -12,-TYPE C SIE-AIVIER DRIVE: 14+41.95 PRIV i ATE ALLEY -C-: IU+UU.UU )0 (4) CG I LOT C2 ANSIJN) Al LU STREET I 0 0 �� g 11+00� CG -6 PRIVATE ALLEY'B': 11+40.00 R, IM (SFD) HC FRAMPS //T NAME SIGN (NP) (SFD) 911*00 8 (FUTURE PARKING EX BLOCK DI -2 OG gt (TOWNHOUSE) SIOPSIGN CG -6 LOT B17 BLOCK C BLOCK C2 BLOCK C3 BLOCK C4 t CG -12, TYPE C - VDOT STD. (SFD) LOT Cl (TOWNHOUSE) N 4 (TOWNHOUSE (TOWNHOUSE) (TOWNHOUSE) 4t S HC RAMP CG -12 TYPE C �p (SFD) P) IN CG -9D HC RAM 25'R STOP SIGN S I REET NAME SIG STREET TREE (�YP) ENTRANCE STREET CG 6 51 STOP I STREET NAME SIGN STOF SIGN STREET NAME SIGN 2R. NAME SIGN Fill, C) L 1_7 0 C) 0 (NP) 51, WIN C-, 12 LOT CG -6 IN VDOT STD. CG- Al 1� % TYPE C HC RAMP (SFD) + l65'1`Ia__ffi__ 18' VD0 1,S1 D VILLAGE AVENUE Number Radius Length Line/Chord Direction AValue Ll 434.86 S860 33'09.06"E C1 335.0 0 263.91 S630 59'03.01"E L2 230.00 801.23 S41- 24'56�96'IE STEAMER DRIVE Number Radius Length Line/Chord Direction A Value Ll 33.45 N33' 20'40.89"E C1 250.00 262.25 S260 36'14.09"E L2 230.00 254.7 S30 26'50.94"W C2 200.00 156.60 S180 59'03.01"E L3 HC RAMP 984.73 S41- 241 56.96IIE < WINDING ROAD Number Radius Length Line/Chord Direction AValue Ll 106.48 S640 58'54.37"E Cl 200�00 289.85 S230 27'48.32"E C2 230.00 215.16 S80 44'41.52"E C3 200.00 252.23 SOO 35'02.27"W L2 HC RAMP 74.93 1 S36- 42'45.33"W < CG -9 (TYP) STOP SIGN LOT )v &STOP BAR SPEED LIMIT SIGN LO \N\ + 25'R CG -12 TYPE C 25 MPH `N-1 A2 (SFD) 9+50 CG -1 SYCAMORE LANE: 10+00.07 48'R RIVANNA 2 TYPE C HCRAMP 0 STEAMER DRIVE: 23+53.74 9+50 BEGIN CONSTRUCTION @ EX. EOP,14, VILLAGE 9+50 11 -12 TYPE C STEAMER DRIVE: 22+20.77 =y9+5 N ilk'l HC RAMP / " N,, VCG PROPOSED LEFT HAND STA. 10+10.431, CG -9D ENTRANCE 45'R HC RAMP PRIVATE ALLEY'B': 10+00.00 LOT ------------ GUTTER' 71 VILLAGE AVENUE TURN LANE & TAPER A'� TI -T I-" � "o " U U1, STA. 23+93.24 PUBLIC (30 MPH) "i U U I 0 ADT (4,400) WEETGUM LANE: 10+00.00 _E-- I 1�\ 48'R '111. 1 1 1 i I MER DRIVE LOT 22 -FITITT] I- T (SFD) STEAMER DRIVE: 16+31.80 S STEA vo- ung. VDOT STD. CG -1 2 A4 STEAMER DRIVE: 17+-7'3.74 BLIC (25 MPH) PU _t7", (SFD) EXISTING PARKING PRIVATE ALLEYW: 10+00.06- Y TYPE C HC RAMP vl' I 19Y EXISTING PARKING ADT (<2,000) QTr)rrT NIANA17 Ql('-rl I I L L J PROPOSED 50'TAPER TANK 125' Vg I N, "N EAST RIVANNA FIRE L 1! J i i L L L, LUJIL 1 -1 1 COMPANY - (BY OTH E RS) L T[- 50"I� N N, 70'LANDSCAPE BUFFER 77 --------------- Q 0 N\ % _j Ppr,,ir\i (,nNlqTPI 1rMni\i a Fy pr)p I I O'SHARED Li - STA,. 9+87.66 USE PATH OPEN 00 AL I / SWEETGUM LANE Number Radius Length Line/Chord Direction A Value Ll BLOCK Al iiiijill Cl 200.00 (TOWN HOU8E/VILLAS) N520 33'06.76"E L2 38'CG-9B ENTRANCE GUTTER of . Amwaft N a C2 CG 12 TYPE C 1. j i I STREET TREE, (�iYP) . ft 1 . I I I . I I I I L3 HC RAMP 79.50 18'CG-9i ENTRANCE GUTTERS < QTnD 'Q 1 r- IX 0 11 , I I ; 38'CG -913 f I . - f SWEETGUM LANE Number Radius Length Line/Chord Direction A Value Ll 85.77 N560 31'10.48"E Cl 200.00 m� 27.70 N520 33'06.76"E L2 68�44 N480 351 03.04"E C2 200.00 149.67 N270 08'43.67"E SYCAMORE LANE Number Radius Length Line/Chord Direction A Value Ll 388.00 N480 35'03.02"E PRIVATE ALLEY'A' Number Radii Length Line/Chord Direction A Value Ll 388.00 N480 35'03.05"E PRIVATE ALLEY'13' Number Radii Length Line/Chord Direction A Value Ll 350.00 N480 35'03.04"E PRIVATE ALLEY'C' Number Radius Length Line/Chord Direction A Value Ll 531.00 S410 24'56.95"E PRIVATE ALLEY'D' Number Radius Length Line/Chord Direction � A Value W� Ll 83.46 N250 111 13.99"E G1 4b.00 69�ub 11461- 015' U6.01"L L2 534.98 S410 24'56.96"E C2 30.00 47.12 S30 35'03.04"W L3 79.50 S48- 35'03.04"W < ENTRANCE GUTTER 35'R 'IM 214. OPEN SPACE BLOCK A2 V .. (TOWN HOUSE/VILLAS) Ar N. Q 18'CG 98 CG -12 TYPE C HC RAMP CG -E Ing! ENTRANCE GUTTERS 5'PROPOSED STREET NAME SIGN % 35'R I I �� % I / / - - - Z� NATURE TRAIL . I N .111, OPEN BEGIN CONSTRUCTION @ EX. EOP SPACE I 38'CG-9B 4p qTA 10+11 Pq &CROSSWALK UNITOAmnu ("TTE:0 E` (NP) BLOCK A3 (TOWN HOUSE/Vi LLAS) H 18'CG-9 B 1 11 r)LVUr\ /A0 i 'Pr\1TPAr\1('P (;11TT1:PQ 01 N, (TOWN HOUSE/VILLAS) % 3 38'CG-9B N -913 ENTRANCE GUTTER ,I�'CG ENTRANCE GUTTERS N CG -12 TYPE C 18'((--9B HC RAMP, (TYP) ENTRAN,CE- GUTTERS +N\ N\ 18'CG-9B It i I "NTRANCE GUTTER (N P) % �f + BLOCIK A4 N" Lo 38'C,6 -9B F x IFi (TOWNHOUSE/VILLAS) 'N ENTRANCE GUTTER Z<1 , .1 N' BLOCK A6 (TOWN HOUSE/VILLAS) 'A CG -6 MO2 - VE ��v -6 A _USE PATH PUBLIC (25 MPH) A OCK'A7 DT (<2,000) N11\ B L I TCMAINIL-1r)l IQ VILLAS) (N P>,- /38'CG-9B N, ""N ENTRANCE GUTTER % CG -12 TYPE C CG -12 TYPE HC RAMP it I I STOP SIGN HCRAMP I I SIRE'T 43R *N� NAM.. SIGN 33 R an GRAPHIC SCALE: END CONSTRUCTION @ EX. EOP STA. 18+48.89 18+B9 50 0 50 100 50' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF - Alan G. Franklin Lc. No. 35326 1��ONA L ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/ 15/15 - VDOT/ACSA/C0 CO M M E NTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/C0 COMMENTS SHEET 0 5 of 26 (n _j ry 0 2 < IX 0 w > D 0 Lj 0 LILI Lli _j cr_ < 0 2 rr. cr_ >Mm < < U) LLJ ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/ 15/15 - VDOT/ACSA/C0 CO M M E NTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/C0 COMMENTS SHEET 0 5 of 26 435 15 10 75 70 co i mrr, Lu ¢ F- 0�w00CO i (n U Lo r` I zU000 i 0 `� + `t I __�Q ii I 3 J ¢ W J F- ' no 2) w W w 1 VDOT STD. CD -1 UNDERDRAIN 1435 (25 MPH DESIGN SPEED) E E I ; 3 LOWPT STA: 13+71.196 i ' ? HIG� STA: 19+67,24 I 1 _z I_ - -- T-----.-- HIGH PT STA' 15+_14.24 -1-1-1-1 LOW'T STA: 17+75.4 ___ _�_�_ _ __ __ ; _ _ _ 43 '6'1-- GIH H PT ELEV 400.04 LOW PT ELEV: 389.57 fit? T € -LE . ;7---�--- � __ �___.__. 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' U Station=24+51.74 1 I- I 1 i 1 1 I [ i 1 m + Im m LLi /Elev - 367.601h ; 00 m O N O m � N O m r N It N m m (.O N 0Oj r O (0 0)r- 00 N 0) 00 m m N O rn 1.0 Q0 o (0 00 LO rq 1�t LO c6 -- I` (o m L0 (j m LO M L6 o m rl � m� I� m LO (9 c j (O rl (o i -O p ch O m(0 C7 7-1 d O O .-I 0) (d (9 1H d� 17} 00 r - I rd 00 st- d- O O ,I d ---- --- _------------- _______.____ 00 't 't _ __._.___ 0) (D m Iq ___.______ _. __ 111-1___ M CO ,:t _________ -1-1-1-1___ 0) O m't _....______ _ ----- ..________ 0)0 M� ___._._. ___________ 0) O m It _.._____ 1-1-1-1. -1-11-1 -1-1-1-1_ 0)0 CO� ___ 11-1-1 0) O m't _ ___._._____ ____.__________________ 0)0) Mm ..________. d) m m m ___________.________ ----- --- M (nm ---- -1-11-1 -- -1-1-1-1_ ___._ _.._________.._ .__ ___.._____._.________________-------- 10+00 ______________.._ 11+00 '-h 12+100 r- 13+00 ci 14+00 N 15+00 c- Go 16+00 r STEAMER DRIVE PROFILE (PUBLIC) SCALE: 1" = 50' H, 1" = 10' A2F HIGH PTSTA: 10+53.00 O d 63 (Oq C7) co GO r` _ N CO (9 � CO (f? d � (� l c0 � O r I O in O rl �t i9 :h (0 rn N co rl r{ O O r p N O ri O O rn 0 N r O I' rn LO O N Op 0 't r. '-h 00 r- ('7 ci N p N rn c- Go O r O (O O d' rn m r� c-1 . (fl pp L7 (.0 CO d' 1- N 06 0) . 2 r- rl C) rn rn rn 0) 00 rn 00 O co rn 00 m 00 00 w co 00 00 r.. co r- 00 r- 00 r r- (0 O r m m Co m m co co m m co co m co co m ro co ('o CO m m m Co m m m (0 m co M m 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 �, II FUTURE ROAD VDOT STD. CD -1 GRADE UNDERDRAIN i LO E © o m � r (0 (o (0 (0 O m m CO CO m 25+00 26+00 435 10+00 11+00 VILLAGE AVENUE PROFILE (PUBLIC) SCALE: 1" = 50'H, 1" = 10' 44 0 12+-00 13+00 14+00 15+00 K10 101 J 17+00 440 _____......__-11-1-1___ -1-111. _______.__. __ _ _ ........... ..............-11-1-1._.-.___........._.__ ______.._-11-1-1_ -1-1-11._. -1-1-11.. ----- ___-___.______.. -_ 1-1-1-1__. ___.__m_. -1-1-11__. _._....._. -1-1-1-1___ .._ __ ..._._.... _____._... ____.___'.......__--1-11-1 __ ......__i j i l_ (25 MPH_DESid- SPEED)- -_ E... .. .. L. E ._-- __. - 1 I l i 1 , 1 HIGH PT STA: 12+52.0a LOW PT STA' 14+56.06 ( ( HIGH [IT STA: 17+98, 8 ! 435 1 1 i E 435 __ . _._._...x 1-11-1._ _____________...._a _ _____._____..... . . .._._......._........ ...__... 11-11 ... -1-1-11 -1-1-11-11-11.-1111 _._...... .. .. 1111. _ ... ... ... ... _.._..._ ... .....___-_. __ _ .. ... .....I _.-1-1-1-1._-_ __ -111-1.__ .......__.....__.,_ -1-11-1_ -1-1-11 ________,_____._ _.. _ . ____.......______.___...._._,..__ .__.___..._.. ____..... ---- I _________..._..__ ___�.______.._ ________..___........_ _____.._______.___..... 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Franklin � Lic, No. 35326 0 W. sI0NAL �' M, z a J CL Z Q IXD vJ � w p Z �(D IX � D > Z O Q Z IX D � w 0 U 3: J � W r1r U) Q Q >_ rill m < H a OQ I..L U) W H Q 3�:D Q O ISSUED: 7/6/15 SCALE: H:1"=50', V:1"=10' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT ACSA CO COMMENT 06/17/16 - VDOT ACSA CO COMMENT SHEET C2.2 6 of 26 420 420 (20 MPH DESIGN SPEED) ? € 3 3 3 3 3 3 415 i i i 9 I 333 3 3 E 3 3 410 f i 410 w. ¢ W3 3 1 w i � g 3 405 405 _ 3 V I /I�•JY 3 E i 3 J 3 �3 U w I 400, 400 O L(� O Oq f J O 07 N 07 E I w J .395 + co + co d ? o > 39 E d' ¢ w ¢ J- -E + 3 m —LO CO CO m w w r- 390 _.€._... Jw — — _ 3 ---- Nco 85 i ¢w 385 � J EXISTING GRADE -3.61% 3 ; W w 3 380 i 380 3 i PROPOSED GRADE I ' i 1 I 3 i I 3 3 75 3 3 37 I 1I i ]j1] 1 3 co ii � 37 3 3 70 i a 3 t 1mm_ r V/ MUM vJ LO LO O VI 1 "J 0) c) cv CV 06 cj i` Ln C0 (.6 CO 14 CO d7 O o0 00 00 00 00 00 00 00 00 00 m CO m co (o M m m co CO m 10+00 11+00 12+00 13+00 PRIVATE ALLEY'A' PROFILE SCALE: 1" = 50'H, 1" = 10' 410 410 410 410 ...__..._.-------- _.._____.._______---------------------.____ _I _ ._.------------------------ ---- __.... � .. _ � � (20 MPH DESIGN SPEED) I ! (20 _. MPH DESIGN SPEED) 105 405 405 - { I I 405 ! Lu___ ------- 00 3 3 I 40 00 wi a 40 _ O' 95 f N I � � U 0 i I J f 3 f 395 395 ( 39 3 i : : i E f I f � I j EXITING G 33 i o r- + 0(0 OuJOO M) ( m m90 39 39 � I (n ¢ U W J } ¢ ~ PROPIOSED GRADE EXISTING GRADE W i � 3LIJ CL i J 885 - o J w w 385 385- ¢ 38 i _.... Lu .._.�,,.._ O b J ¢ ___.__.. f U 0L(7 N _ pN kj N00 +!- -- Um ¢ _J 1 — _ --- -- ----- — d 380 oro o co O E 38� 080 - - - m rN d 380 . ..... ______ ___ __._«__.W____ _.._..__ ____._.._______ .___-._ _______ __- ___._ W__ fl°C d + Imo - ¢W <[W +� N O Cn W (/) W 1 O 3 t i I [[E f I ! �y f � �. • V � O ¢ W 00 w 375 i 3 � � 37 75 _ 5 I ¢ w 37 J, (1) W \ I 3 3 7 — I w w 1 ¢ 37Q I E- J J 37 X370 ( 370 i ___----- __-.__-.___.._ __._._______._m...._______l.__ __..__-.._.___-.___._._-___________- -3.64%-� l PROPOSED GRADE ' "'-•--,. ( � I X65 365 365 36 3 f 3 i 1 f 60 [ E 3 36 ` 360 1 36(l 00 0 L0 "t � co °�° 000 � o LLq 0 r- ? rn -1 or- � � rm- 00 00 � ro 0) LO N rn o CN m d LO ..._ CD N rl (� (9 r j N 07 N r d ? 07 00 Ln 4 (Yi N N '4 �-I 07 r I Op s -j (9 r I 00 00 r 00 fl- I'- r I� Q0 r- (0 00 00 00 00 00 00 00 00 00 h- 00 f- 00 r 00 000 rm- �- (Y) (� (0 (� co CO (Y) M C7 C7 (7 j C� (Y) Cr) (r? (h Cr? CO C0 M M 07 (v0 M co ('y7 (0 co (7 Cn 3 ... ..... ................_..........._..........-....................,..,........,.........,..,..,....-.....,.......... ..,.. .. _.._... .. .. .,............... .... ..-.-... .--......-,.....,.-.... ,... ,... ,......_...._.. ,...............,....-,...._.....-,-..-......._. ...... ... .... ......._...,.,..,.....,. ,..,..-.......,..-...- .-......--,-...............- -.. ....,.,i ....... ..._.. .........,..,_.. ..____......,....-......,..,.,...................,............ ..--....... ..............,.................,., .... ......_........,.-...,....,-,-......-.......,_,..._...............�..........,..,..............__- ...,._.._............._....-,-�._..._.._..._..............-,-,-.........-............_...,., ..._........ ..... ... .........-,-...-. .... ,............... ,.,-.........,...--•---.-.-. .._.........-.........-,... ..._-.,.-...-_-......----.... ....-,-...,........-........... __...............,-,_,........I 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 14+00 15+00 PRIVATE ALLEY'B' PROFILE PRIVATE ALLEY'C' PROFILE SCALE: 1" = 50' H, 1" = 10' SCALE: 1" = 50'Hy 1" = 10' 420 420 (20 MPH DESIGN SPEED)�_...-_.-.-..-. _f_. 3 { 3 I ! 415 HIGH PT STA: 10+75.00 415 f E m PT Et V:�6:38-_ _.�________ _ __ I E ' _ _. __.________.__ ____.-_.__. _ I NIGH PT STA: 17+84.96 I PVI STA 00.00 ! HIGH PT ELEV: 6$.74 410 -' PVI ELEV:386.00 41d O.. VI ELEV:369.1 O w ( K:3 .25 1 l o ! j D' -5.98% 405 r Y LVG50' A K;,1-0.04_.-__.-____.________�«..�� 40 m `r o co 0(.0 LVC:60' j . > m O c O N [ f I 1 W @ f L6 CO L(7 L() 3 400 J 1 CO w N CO 400 o I-'- ( a ,;; I'' [ LOW,P STA: 17+24.6 i c�a L0 00 ; 1 +O > !' ! LO PT EL 367.5 ' m + (� 1 CL 395 o wV (.> m U iii � w 395 I , �- _ YLST 25.10Q m w PV► ELEV:367. 0 ? (ii L, ? m PROPOSED GRADE EXISTING GRADE: j AD: 5.9 % 3 m I > ! 1090 1 1 �;� � � 390 Q — �— f °' ! I BVCS: 16+95.100 w (� 3 3 385 I O I [ ; 38$ I I 368.��----- ( EVCS: 17+55.00 € ¢ w 3 3 1 EVCE: 368.29 m w 3 �38Q f 1 3 38 3 3 I VDIOT STD. GD -1 I ° 375 (UNDERDRAIN 8/ ~ ~ i 'o 00 375 _____________.__ `__.__._____ ___-._---___._______-_.__._____ ..- ------------ VDOT _________ .. VDOT STD. CD -1 \ / o Q UNDERDRAIN I \ 7 I I Q I I I \ € 37 ! €[ i 365 - i 3 i 365, VDOT STD. CD -1 ! j UNDERDRAIN 3 ?360 , i 36 VDOT STD. CD -1 ' UNDERDRAIN 3 35 , € 355 I _._,.._J_.-..,... E 33 3 j f f f 3 I i i 3 i 3 3 3 i 3 f ( 3 3 -------------- 1350 { f 350 ; i i € d N N ri O Ln LO d � N c0 (�9 O �-I L(7 SCO C4 07 c0 m....._-.--....._..._ .-... O 0) N co O i0O m d' LO Iq 00 0) 00 r Ln Ln 00 00 (Y) d Lf) LO rl C0 C9 In LO N N I ti O O O O H rl N ,� O O c I 1 Lc) L(7 (77 � 07 07 Cfl (9 O O I 00 00 00 06 cd cd 00 00 0000 000 000 00 00 00 000 000 000 00 00 0/y0�� 000 0/./0� € �r../0� 0/y0�� 00 0/./0^� 00 t\? � (079 0�,/7,� C(0� /c/ o/� (�0/1� Oj Cfl cfl ' KI W W I./�/ W W W � y,/ �1,/ W yd m cY� cY> m c� m c� c� (Yi cY� m m m m m m 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PRIVATE ALLEY'ID' PROFILE SCALE: 1" = 50' H, 1" = 10' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com VTH op Nl� Alan G. Franklin Lic. No. 35326 W mss ��ti ZONAL ISSUED: 7/6/15 SCALE: H:1"=50', V:1"=10' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENT 06/17/16 - VDOT/ACSA/CO COMMENT SHEET 7 of 26 - v- -. TYP. CG -6, TYP. � VILLAGE AVENUE - FROM STEAMER DRIVE TO SYCAMORE LANE (ADT 2,200) TYPICAL SECTION (PARKING ALLOWED ON ONE blUE„ 5EE FLAN) G I Y r. CG -6, TYP, VILLAGE AVENUE- FROM GLENMORE WAY TO STEAMER DRIVE (ADT 4,400) TYP. SCALE: Y4" = 1' % TYPICAL SECTION (NO PARKING ALLOWED) SCALE: Y4" =1' TYP. CG -6, TYP. STEAMER DRIVE - FROM VILLAGE AVENUE TO PARK STREET (ADT 1,950) TYPICAL SECTION (PARKING ALLOWED ON ONE SIDE, SEE PLAN) , + G �d 4 $ CEJ U SCALE: %4" = V I r r. CG -6, TYP. WINDING ROAD (ADT 200), SWEETGUM LANE (ADT 600)7 SYCAMORE LANE (ADT 600), STEAMER DRIVE - FROM CUL DE SAC TO VILLAGE AVENUE (ADT 200) TYPICAL SECTION (PARKING ALLOWED ON ONE SIDE, SEE PLAN) SCALE: %" = 1' 30'ACCESS;EASEMENT 12' TRAVEL AISLE 12' TRAVEL AISLE VDOT STD. —/ 2" SM 9.5A ASPHALT SURFACE I + CG -2, TYP. 3" BM -25 ASPHALT BASE COURSE 4" VDOT 21A AGGREGATE BASE VDOT STD. COMPACTED SUBGRADE 95% (TYP) CG -2, TYP. PRIVATE ALLEY 'A' (ADT 600) TYPICAL SECTION 30' ACCESS; EASEMENT 12' TRAVEL AISLE VDOT STD.--- 2" SM 9.5A ASPHALT SURFACE CG -2, TYP. 3" BM -25 ASPHALT BASE COURSE 4" VDOT 21A AGGREGATE BASE COMPACTED SUBGRADE 95% (TYP) PRIVATE : (ADT 60 TYPICAL SECTION 12' TRAVEL AISLE 2% 30' ACCESS+EASEMEN7 12' TRAVEL AISLE PHASE 1 EOP SCALE: %4" = 1' N.T.S. FUTURE 18' PARKING BAY FUTURE 5' CONCRETE SIDEWALK ESTABLISH TURF ON FINAL GRADES IN FUTURE ASPHALT PARKING AREA. (TEMPORARY CONDITION) ___ --- ----_- ------------- ------------------------------- ---------------------- FUTURE ' IMPROVEMENTS, TYP. 12' TRAVEL AISLE 1, 1 FUTURE 18' PARKING BAY ESTABLISH TURF ON FINAL GRADES IN FUTURE ASPHALT PARKING AREA (TEMPORARY CONDITION) 210 a _ __=2111M AM _ �----- ----------------------------------------------7 2" SM 9.5A ASPHALT SURFACE PHASE 1 FUTURE � EOP IMPROVEMENTS, VDOT STD. 3" BM -25 ASPHALT BASE COURSE I TYP. CG -2, TYP. 4" VDOT 21A AGGREGATE BASE COMPACTED SUBGRADE 95% (TYP) PRIVATE ALLEY 'C' (ADT 600) TYPICAL SECTION 1 30' ACCESS iEASEMENTF 14' TRAVIEL LANE 2" SM 9.5A ASPHALT SURFACE 3" BM -25 ASPHALT BASE COURSE 4" VDOT 21A AGGREGATE BASE COMPACTED SUBGRADE 95% (TYP) PRIVATE ALLEY 1D1 (ADT 600) TYPICAL SECTION SCALE: f4" = 1' FUTURE 5' CONCRETE SIDEWALK SCALE: %4" = 1' SCALE: %" = V ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com LTH OF, J� � r Alan G. Franklin Lic. No. 35-326 ,Q W. sY C�~ I ONA L ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS SHEET mav 8 of 26 CG -9B WIDTH OF ENTRANCE C I I � - LIMITS OF PED HALF PLAN LIMITS OF PED. ACCESS ROUTE ® o 1/2 WIDTH OF ACCESS ROUTEI] 1 ENTRANCE UNPAVED SPACE NON TRAVERSABLE (SEE PLAN) UNPAVED SPACE 4 EXPANSION JOINT 5 10 15 OF ROADWAY CURB BACK Of CURB- FOR DETAILS D WIDTH OF 20;1 j��48 ENTRANCE �� PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS 6 w UNPAVED STANDARD IS TO BE ADJUSTED TO MATCH THE z BE PROVIDED WITHIN THE MARKED OF PED. t o SIDEWALK LIMITS OF PED. w CURVE SS ROUTE NON-TRAVERSABLEmJ ACCESS ROUTE 5' Al 1� EXPANSION JOINT SPACE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE 0 ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE © EXTEND BEYOND 2' 0" EXISTING OR PROPOSED VDOT RIGHT -OF WAY. NORMAL GUTTERA £� & - AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT ® _* - - -- - SECTION E -E SHAD L BE PROVIDED FOR PERPENDICULAR CROSSWALK °P.� p C•. p' p° o. •a o ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 0/ TO 10% CHANGE WITHIN THE MARKED UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT a,o° O �Qoo ��..oQ000n�o 40 o:i o:b: o CLASS A3 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A o, • o • a • o ° AT X X , SAME AS TOP OF CURB FACILITY THAT CAN BE APPROACHED ENTERED AND o • p • Q • Q DETECTABLE WARNING USED BY PEDESTRIANS, IF ACCESS ROUTE IS ADJACENT A/%na VVV` SPECIE€GATE REFERENCE TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F HALF PLAN C , 4 IF PEDESTRIAN ACCESS ROUTES ® ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH RAMP 1/2 WIDTH OF IS REQUIRED WITH A MAX. 2X CROSS SLOPE. 1 ENTRANCE 2 5 8 (SEE PLAN) 6 9 4 EXPANSION JOINT 5 10 15 OF ROADWAY CURB BACK Of CURB- FOR DETAILS D WHEN USED IN CONJUNCTION WITH STANDARD E 20;1 j��48 �� PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS 6 w UNPAVED STANDARD IS TO BE ADJUSTED TO MATCH THE z BE PROVIDED WITHIN THE MARKED 6o C UNPAVED SIDEWALK FLOW LINE w CURVE MOUNTABLE CURB CONFIGURATION. r° ✓i'�`�i?`��1�Tir�/T :� o. o• o. o• o o • o . [ . o . o . 5' Al 1� EXPANSION JOINT SPACE =iii EOP Q 0 voe<gavao„$ ee a• -=IO o + o +o • o • o NORMAL GUTTERA £� & - AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT ® _* - - -- - SECTION E -E SHAD L BE PROVIDED FOR PERPENDICULAR CROSSWALK °P.� p C•. p' p° o. •a o WITH 0/ TO 10% CHANGE WITHIN THE MARKED EDGE OF PAVEMENT a,o° O �Qoo ��..oQ000n�o 40 o:i o:b: o CLASS A3 (H.E.S.)CONC. CROSSWALK AREA. AT X X , SAME AS TOP OF CURB CG -12 DETECTABLE WARNING SURFACE A/%na VVV` SPECIE€GATE REFERENCE u n TYPICAL PLACEMENT II D � � 6" AGGR. BASE TYPE I SIZE 218 CROSS'')WAL K 105 p. DIAGONAL PLACEMENT VIRGINIA DEPARTMENT OF TRANSPORTATION (WITH BUFFER STRIP) 5`011 5' 0" POINT OF GRADE CHANCE LANDING AREA MAY INCLUDE THE GUTTER PAN. °� p 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 12% MAX. SLOPE FOR CURB AND GUTTER ONLY ROAD AND BRIDGE STANDARDS 105 d TYPE A (PERPENDICULAR) APPLICATION �° • ° p• REVISION DATE I SHEET 2 OF 5 502 FOR SIDEWALKCURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS THE BACK OF CURB, , , o BUILT CONCURRENTLY o + Q p • p O. O• p+ O• Q v X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND - SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION REFERENCE STANDARD ENTRANCE GUTTER '\V DOT ROAD AND BRIDGE STANDARDS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203,02 WP -2 TACK COAT THE PROPOSED EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) 1�z 17 7.77"1771K= CONSTRUCTION JOINT/ EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM It/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATEr AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (S_E NOTE 3) NOTES. 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSIED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1t/,z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCAITIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. \VDOT ROAD AND BRIDGE STANDIARDS SHEET 1 OF 1 REVISIOIN DATE 303.02 51 CONC. WALK FCONT. THRU ENTRANCE WIDTH i I1HL1 I'ILHN OF GUTTER 6" CURB NORMAL GUTTER PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION WIDTH OF ENTRANCE (SEE PLAN) 5' CONC. WALK N� 5' CONC. WALK 6' UNPAVED SPACE 6UNPAVED SPACE E0P PLAN 1511 e; SECTION B -B � 21-0" �- (61 51 7" DEPTH @ ENTRANCES UNPAVED SPACE CONC. WALK EXPANSION JOIN ALLEY OR DRIVEWAY GRADE SECTION C -C -- 2°/, 2% -- 21-011 CLASS A3 CONC. "';cr;fti` D 6" VDOT #21A 6.5'@ 9.5%SLOPE (12% MAX. PER VDOT) SECTION A -A SECTION D -D VDOT STD. CG -`D NT.S. SPECIFICATION REFERENCE 315 GG -72 A #5 DOWELS, 8" LONG AT 12" C -C 5,1 12:1 MAX oa � I PERMIS JOINT RAMP CONSTRUCTION z 12:1 MAX ;n I RAMP ROADWAY GRADE IN PERCENT RAMP 1/2 WIDTH OF 0 1 ENTRANCE 2 5 8 (SEE PLAN) 6 9 4 EXPANSION JOINT 5 10 15 OF ROADWAY CURB BACK Of CURB- FOR DETAILS D 2 20;1 j��48 5R D>- �� Q 3: 6 w UNPAVED SPACE 7,R c z BE PROVIDED WITHIN THE MARKED 6o C ZZ (n FLOW LINE w SECTION A -A r° ✓i'�`�i?`��1�Tir�/T :� ui 5' Al 1� EXPANSION JOINT r F =iii EOP Q WIDTH i I1HL1 I'ILHN OF GUTTER 6" CURB NORMAL GUTTER PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION WIDTH OF ENTRANCE (SEE PLAN) 5' CONC. WALK N� 5' CONC. WALK 6' UNPAVED SPACE 6UNPAVED SPACE E0P PLAN 1511 e; SECTION B -B � 21-0" �- (61 51 7" DEPTH @ ENTRANCES UNPAVED SPACE CONC. WALK EXPANSION JOIN ALLEY OR DRIVEWAY GRADE SECTION C -C -- 2°/, 2% -- 21-011 CLASS A3 CONC. "';cr;fti` D 6" VDOT #21A 6.5'@ 9.5%SLOPE (12% MAX. PER VDOT) SECTION A -A SECTION D -D VDOT STD. CG -`D NT.S. SPECIFICATION REFERENCE 315 GG -72 A #5 DOWELS, 8" LONG AT 12" C -C 5,1 12:1 MAX oa � I PERMIS JOINT RAMP CONSTRUCTION z 12:1 MAX ;n I RAMP ROADWAY GRADE IN PERCENT RAMP SEE TABLE)A (SEE TABLE) 1 TRUNCATED DOMES SEE SHEET IOF 5 FOR DETAILS 2 5 8 5'-0" MIN 6 9 4 SHAPE TO MATCH FACE 5 10 15 OF ROADWAY CURB BACK Of CURB- FOR DETAILS 48 11 MAX 8 20;1 j��48 4'-0" Min. : IMAX Q 3: SLOPE A -�-� BACK OF CURB 5'MIN BE PROVIDED WITHIN THE MARKED 2' MIN. PLACEMENT (n SECTION -%� PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5, THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/15 WITH BUFFER STRIP 5' MkN 0- 4 1 itN WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION 5' MIN WITHOUT BUFFER STRIP CROSSWALK I CROSSWALK A 4'SQUAR£ LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA, A CG 12 PERMISSIBLE CONSTRUCTICN 3„ LONG CO 12" C -C B V rLANDING 48:1 MAX. WITHIN CROSSWALK SLOPE 0 E9 CURB 4' BUFFER STRIP A 4' SQUARE LANDING A 4' SQUARE LANDING Y 3 3 6 5` S)DE WALK A SEE SHEET 1 OF 5 6 LANDING 48:1 MAX. FOR DETAILS €1° -I 8 8'-0" Min. 4'-0" Min. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP Q 3: SLOPE A -�-� BACK OF CURB 5'MIN BE PROVIDED WITHIN THE MARKED DIAGONAL PLACEMENT (n a AKIN SECTION A -A r° ✓i'�`�i?`��1�Tir�/T :� SHAPE TO MATCH FACE TRAVELWAY SHALL BE PROVIDED WITHIN 5' Al 1� OF ROADWAY CURB 5'-0" MIN. r F =iii o v 4'S U LANDS AREA In A Q RRE LANDING OUTSIDE OF TRAVELWAY A 4'SQUARE LANDING AREAALL 0 voe<gavao„$ ee a• -=IO BE POVED FOR. CROSSWAt ERPEN➢CU RAR IDCROSSWALK x OUTSIDE OF TRAVELWAY AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B WITHIN THE MARKED SHAD L BE PROVIDED FOR PERPENDICULAR CROSSWALK BACK OF CURB WITH BUFFER STRIP CROSSWALK AREA. CftOSSWNK WITHIN THE MARKED EDGE OF PAVEMENT 20 :1 F31 -11 UV) 9 -- 48: 1yMAX. CROSSWALK AREA. AT X X , SAME AS TOP OF CURB CG -12 DETECTABLE WARNING SURFACE w SPECIE€GATE REFERENCE u n TYPICAL PLACEMENT II D � � TYPE B (PARALLEL) APPLICATION AT INTERSECTION CROSSWALK CROSS'')WAL K 105 CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT VIRGINIA DEPARTMENT OF TRANSPORTATION (WITH BUFFER STRIP) WITH BUFFER STRIP 502 A CG 12 PERMISSIBLE CONSTRUCTICN 3„ LONG CO 12" C -C B V MAX w MAX 0 E9 ✓ A 4' SQUARE LANDING A 4' SQUARE LANDING Y 3 3 6 TRUNCATE DOME -III_ Intl A SEE SHEET 1 OF 5 6 7 14 FOR DETAILS €1° -I 8 8'-0" Min. 4'-0" Min. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP Q 3: 1 III e A -�-� BACK OF CURB 12:1 MAX. BE PROVIDED WITHIN THE MARKED 48:1 MAX. 20:1 (n a 2' MIN. SECTION A -A PERMISSIBLE CONSTRUCTION TYPICAL DESIGN SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SU''.FACE, SEE SHEET I OF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. TYPE A WITH BUFFER STRIP CD -2 LIMITS OF PA1Y FOR PAVEMENT X50 OUTLET PIPE SUBBASE TOP OF CUT TOE OF FILL FILL COMBINATION UNDERDRAIN y E�y 12 �I RITC (TYPICAL) T SHOULDER ILINE LINE i EDGE OF PAVEEMENT COMBINATION UNDERDRAIN CD -2 ON FILLS TRAVEL LANES CENTER LINE SECTION - -� - - - - r-�I- s - - - •- - - - -�- - - - (WITH TYPE 1 SELECT MATERIAL) i a EDGE OF PAVPEMENT 7r T TRENCH PLACEMENT SHOULDER L -INE Ell YP1CAi }� il I TOE OF FILL _. -- WE PAVEMENT SURFACE & BASE 0 0 0 [?LIMITS -0-0- ° 0 ° o SUBBASE OUTLET Piff'E Y FOR F P ° 0 0• o- 0.0 - 0 - 0.0- a o • o` oho - ,�-SELECT MATERIAL TYPE I ORAE PLAN VIEW SHOWING PLACEMENT OF C7 -°•°-°-G? •O-°-° -U - ° -C> - d t? CD -2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILEGLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE NON -PERFORATED OUTLET PIPE FABRIC CRUSHING STRENGTH OR TYPE OF PIPE X W.T. 4" NOM. DIAMETER XW,T. 8" NOM. DIAMETER SMOOTH WALL PVC .103 0,153 -w PAVEMENT SURFACE & BASE SMOOTH WALL PE 70 PSI XXX 70 PSI XXX ° 0 0 0 0 0 0 c00 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE =-+k-- SELECT MATERIAL TYPEI OR SUBGRADE 0 -0 -o -o -o WALL THICKNESS (MIN) -INCHES o • ° - ° 0 - ° • o • -0 o - o 0 (CEMENT OR LIME STABILIZED) XXX TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. 1 0-. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS, FABlllf O GENERAL NOTES 1, TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEIMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (31 DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERIWISE PROVIDE -CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD -2 ` - INLETS OR MANHOLES, SIZE REGATE NO. 21BBASE 6 MIN DEPTH) YPE I- 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V -Q" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD -2 UNDERDRAIN AT 6, ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION xvcx:T REFERENCE STANDARD COMBINATION UINDERDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 A --44" 5' MIN. PERMISSIBLE CONST. �-i-'•-� JOINT V MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 i T ✓ A 4' SQUARE LANDING A 4' SQUARE LANDING Y 3 3 6 Y -III_ Intl 5 AREA OUTSIDE OF TRAVELWAY SHALL 6 7 14 AREA OUTSIDE OF TRAVELWAY SHALLT €1° -I 8 ---Q 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP Q 3: 1 III e A -�-� BE PROVIDED WITHIN THE MARKED THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF BE PROVIDED WITHIN THE MARKED SEE SHEET 1 OF 5 FOR DETAILS TYPE A (n a PLAN (/) AREA OUTSIDE OF r° ✓i'�`�i?`��1�Tir�/T :� SHAPE TO MATCH FACE TRAVELWAY SHALL BE PROVIDED WITHIN CROSSWALK AREA. OF ROADWAY CURB 5'-0" MIN. CROSSWALK AREA,-• =iii 121 MAX 0 voe<gavao„$ ee a• -=IO CROSSWALK AREA, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B i AT X , 2" HIGHER THAN BACK OF CURB E'1-- UNOBSTRUCTED, ACCESSIBLE ELEMENTS EIR OFA ACIIPRESISTANT LITYTHAT CAN BE APPROACHED, PATH IENTERED AND USED BY PEDESTRIANS. - 48: 1 MAX. EDGE OF PAVEMENT 20 :1 F31 -11 UV) 9 -- 48: 1yMAX. THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X X , SAME AS TOP OF CURB CROSSWALK CIOSSW �K 0 o f1 r 1_i_ITr=1 1 - w 2' PdIN. u n TYPICAL PLACEMENT II D � � TYPICAL PLACEMENT AT INTERSECTION CROSSWALK CROSS'')WAL K AT INTERSECTIONWITHIN WITHIN CROSSWALK CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' CG -12 DETECTABLE WARNING SURFACE LANDING AREA MAY INCLUDE THE GUTTER PAN. XVDC T - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME �n 1.6"-2.4"' C -C O D ROAD AND BRIDGE STANDARDS 105 d TYPE A (PERPENDICULAR) APPLICATION REVISION DATE I SHEET 2 OF 5 502 0 0 O O O o b 0 0 0 0 O O O 0 0 O 0 O VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203 06 CD -2 LIMITS OF PA1Y FOR PAVEMENT X50 OUTLET PIPE SUBBASE TOP OF CUT TOE OF FILL FILL COMBINATION UNDERDRAIN y E�y 12 �I RITC (TYPICAL) T SHOULDER ILINE LINE i EDGE OF PAVEEMENT COMBINATION UNDERDRAIN CD -2 ON FILLS TRAVEL LANES CENTER LINE SECTION - -� - - - - r-�I- s - - - •- - - - -�- - - - (WITH TYPE 1 SELECT MATERIAL) i a EDGE OF PAVPEMENT 7r T TRENCH PLACEMENT SHOULDER L -INE Ell YP1CAi }� il I TOE OF FILL _. -- WE PAVEMENT SURFACE & BASE 0 0 0 [?LIMITS -0-0- ° 0 ° o SUBBASE OUTLET Piff'E Y FOR F P ° 0 0• o- 0.0 - 0 - 0.0- a o • o` oho - ,�-SELECT MATERIAL TYPE I ORAE PLAN VIEW SHOWING PLACEMENT OF C7 -°•°-°-G? •O-°-° -U - ° -C> - d t? CD -2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILEGLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE NON -PERFORATED OUTLET PIPE FABRIC CRUSHING STRENGTH OR TYPE OF PIPE X W.T. 4" NOM. DIAMETER XW,T. 8" NOM. DIAMETER SMOOTH WALL PVC .103 0,153 -w PAVEMENT SURFACE & BASE SMOOTH WALL PE 70 PSI XXX 70 PSI XXX ° 0 0 0 0 0 0 c00 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE =-+k-- SELECT MATERIAL TYPEI OR SUBGRADE 0 -0 -o -o -o WALL THICKNESS (MIN) -INCHES o • ° - ° 0 - ° • o • -0 o - o 0 (CEMENT OR LIME STABILIZED) XXX TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. 1 0-. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS, FABlllf O GENERAL NOTES 1, TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEIMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (31 DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERIWISE PROVIDE -CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD -2 ` - INLETS OR MANHOLES, SIZE REGATE NO. 21BBASE 6 MIN DEPTH) YPE I- 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V -Q" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD -2 UNDERDRAIN AT 6, ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION xvcx:T REFERENCE STANDARD COMBINATION UINDERDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 A --44" 5' MIN. PERMISSIBLE CONST. �-i-'•-� JOINT \ I \ � MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 Ni, 4 8 5 5 10 6 7 14 7 13 15 8 1 15 15 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP X X FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. A -�-� TRUNCATED DOMES THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10-1 MAX SEE SHEET 1 OF 5 FOR DETAILS TYPE A A 4' SQUARE LANDING TANGENT PLAN //`,\j i r r�%!%r r !Gv `i�'i�� AREA OUTSIDE OF r° ✓i'�`�i?`��1�Tir�/T :� SHAPE TO MATCH FACE TRAVELWAY SHALL BE PROVIDED WITHIN 2'-0" MIN. OF ROADWAY CURB 5'-0" MIN. THE MARKED BY THE ENGINEER, THEY ARE TO OF PROVIDED AT INTERSECTIONS WHEREVER 121 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY voe<gavao„$ ee a• CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSWALK AREA, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE BEHIND SLINES,EXISTING POLES, AT X , 2" HIGHER THAN BACK OF CURB 12: 1 MAX. UNOBSTRUCTED, ACCESSIBLE ELEMENTS EIR OFA ACIIPRESISTANT LITYTHAT CAN BE APPROACHED, PATH IENTERED AND USED BY PEDESTRIANS. - 48: 1 MAX. EDGE OF PAVEMENT 20 :1 V 9 -- 48: 1yMAX. THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X X , SAME AS TOP OF CURB PERPENDICULAR TO THE CURB, 5'MIN y o A -A w 2' PdIN. SECTION TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 1 15 15 5' IN 4' TYP, 2' MIN'_,._ -- 5' S)DE WALK 4' BUFFER STRIP C O v� CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP "G-12 5--A AT X , 2" HIGHER THAN yR• EDGE OF PAVEMENT AT X X, SAME AS TOP OF CURB - 1 12:1 _ IN - T 4' TYP- r? 2' MtN. ''^ l AT X , 2" HIGHER THAN EDGE OF PAVEMENT AT X X, SAME AS TOP OF CURB NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5, THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVID114G THE DIMENSIONS AND SLOPES ARE AS NOTED. THE REQUIRED LENGTH OF A PARALLEL RAMP IS THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5' X 5' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE, SPECIFICATION REFERENCE CC, -12 DETECTABLE WARNING SURFACE 1,VDOT ROAD AND BRIDGE STANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.08 CG -12 TYPE OF PIPE NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE INLETS OR MAFORNHOLESDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP 5, ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. >(W.T. 4" NOM. DIAMETER XW.T. 6" NOM. DIAMETER HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) Cc GENERAL NOT: CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET) 70 PSI XXX 70 PSI XXX DETECTABLE WARNING `.SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP - 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10-1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NC.5 X 8" PLACED V CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2", 6. CURB / CURB AND //`,\j i r r�%!%r r !Gv `i�'i�� GUTTER SLOPE TRANSITIONS ADJACENT 7p CURB RAMPS ARE INCLUDED IN PAYMENT r° ✓i'�`�i?`��1�Tir�/T :� FOR CURB f CURB AND GUTTER. ' 5, MIN i, 7. CURS RAMPS ARE TO BE LOcaTED AS SHOWN ON THE PLANS OR AS DIRECTED i f r�ri r<i Q x BY THE ENGINEER, THEY ARE TO OF PROVIDED AT INTERSECTIONS WHEREVER 121 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY voe<gavao„$ ee a• CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE BEHIND SLINES,EXISTING POLES, W HYDRANTS DROP DROP NLETS, ETC- ACCESSIBLE ROUTES PROVIDEACONTINUOUS PARALLEL UNOBSTRUCTED, ACCESSIBLE ELEMENTS EIR OFA ACIIPRESISTANT LITYTHAT CAN BE APPROACHED, PATH IENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY 6E PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX Q PERPENDICULAR TO THE CURB, 5'MIN XX X q - 017 f11-1l-�T_T !l L�JJI 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT THE TURNING REQUIREMENTS OF ANTICIPATED - 1[ lI�1I1=1I1=I1�ll�fi IL 11 o�a4�%s r I' ACCOMMODATE HEAVY TRUCK Ilk�ll_ II'=7T_I-ll-(f1=ll�;;l= 4' MINI 11 - ^° $$ ° ° TRAFFIC, REFER TO STANDARD CC -13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , EDGE OF PAVEMENT T H PATH 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE AT Y X A ,S ME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. LJ.J 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' Q> LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME �n 1.6"-2.4"' C -C O D CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD --I _ d -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 O O O o b 0 0 0 0 O O O 0 0 O 0 O _z -� THE BACK OF CURB, v o 0 0 0 0 Q 0 0 0 0 0 0 0 0 o a o 0 o a a o 0 0 0 0 0 0 - LANDING RAMP } v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-65Z OF BASE N TOP DIAMETER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12. 0.9 BASE DIAMETER1.4" VARIABLE [FULL WIDTH OF RAMP FLOOR F PAYLIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECT DETECTABLE WARNING DETAIL XVDOT CG -12 DETECTABLE WARNING SURFACE SPE CIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CD -1 COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT --- PAVEMENT SURFACE & BASE 0 0 o o c5 0 0 0 TOP OF CUT SHOULDER LINE ° ll EDGE OF PAVEMENT TRAVEL LANES , i EW -12 (TYPICAL) PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45° ELBOW TOE OF FILL O 0000000 O 000 ° o ° fl 0 O o 0 "'�` SUBBASE ,✓� . J�'/ '`'` EW�92 0.o -O- 0.o --O- q- C7 ,�,� ° • ©• o • o • o • 0 • o - o • o • o - o • o a�- - SELECT MATERIAL TYPE I OR Af 2 � (TYPICAL) 0-°•°-0.0.0-0.0.0-0-°•0 0O��v o - - #57 AGGREGATE, #8 AGGREGATE OR CRUSHED ~ GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW V - 0"I GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD °-1 COMBINATION UNDERDRAIN) OR -�-- PAVEMENT SURFACE &BASE 0 0 0 0 0 o 0 0 0 0 0 0 57 0 _ SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 o a o 0 0 0 0�^ °-OO SELECT MATERIAL TYPE R OR SUBGRADEO o -0?0pa '5 06-06 (CEMENT OR LIME STABILIZED) • #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAGE „ FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. (3 X DESIRABLE) GRADE. - 8. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -O" ABOVE INVERT ELEVATION OF RECEIVING DRAJNAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, EIrC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 3E�4jE TESTED ACCORDING TO ASTM D-2412 A7 5X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CO*4ECTED TO EW -1208 OTHER DRAINAGE STRUCTURE. 1VeaoT STANDARD COMBINATION UNDEIRDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@aianfranklinpe.com �LTH OF Isle Alan G. Franklin lt Lc. No. 35326 w f I OXT A L TYPE OF PIPE CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE INLETS OR MAFORNHOLESDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP 5, ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. >(W.T. 4" NOM. DIAMETER XW.T. 6" NOM. DIAMETER SMOOTH WAIL PVC .1030.153 SMOOTH WALL PE 70 PSI XXX 70 PSI XXX - 8. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -O" ABOVE INVERT ELEVATION OF RECEIVING DRAJNAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, EIrC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 3E�4jE TESTED ACCORDING TO ASTM D-2412 A7 5X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CO*4ECTED TO EW -1208 OTHER DRAINAGE STRUCTURE. 1VeaoT STANDARD COMBINATION UNDEIRDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@aianfranklinpe.com �LTH OF Isle Alan G. Franklin lt Lc. No. 35326 w f I OXT A L ISSUED; 7/6/15 SCALE; REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENT SHEET cn z a J d Z Q ryD wo ry z J � Qo z z � w 0 U W J W Q r m Q LJ.J H Q> D Q O 17100 ISSUED; 7/6/15 SCALE; REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENT SHEET 41 VARIES FROM 0'-11' EXISTING SOUTHBOUND TIE TO EXISTING GRADE RE -LOCATE FLOWLINE PROPOSED LEFT TURN TRAVELAY OF EXISTING GRASS LANE & TAPER TIE INTO EX. EOP LINED ROADSIDE DITCH IN ACCORDANCE W/ VDOT STD. WP -2 2.00% 8.33% 1 -m*_ ==-_==_ 21' SM 9.5A COMPACTED SUBGRADE 4" IM -19 8" VDOT 21A 95% STD. PROCTOR FOR DENSITY OR MATCH EX. GLENMORE WAY PAVEMENT SECTION WHICHEVER IS GREATER SOUTHBOUND GLENMORE WAY LEFT TURN & TAPER TYPICAL ROAD SECTION N,T.S, WIDEN EXIST�NG PAVEMENT TO 241 MIN. EXISTING N§RTHBOUND VARIES 0'- 4' 61 TRAYLWAY -1 TIE INTO EX. EOP IN ACCORDANCE TIE TO EXISTING W/ VDOT STD. WP- MATCH GRADE 4 EX.% EX,% 8,33% . . . . . . . . . . 2" SM 9.5A COMPACTED SUBGRADE 4" IM -19 95% STD. PROCTOR FOR DENSITY OR 8" VDOT 21A MATCH EX. GLENMORE WAY PAVEMENT SECTION WHICHEVER IS GREATER NORTHBOUND GLENMORE WAY @ RTE 250 TYPICAL ROAD SECTION EXISTING NORTHBOUND VARIES 0'- 12' 61 Q.T.S. TRAV�LLWAY TIE INTO EX. EOP IN ACCORDANCE TIED EXISTING W/ VDOT STD. WP- GRADE EX.% 2.00% 8,33% 1 3.1 2" SM 9.5A COMPACT -ED SUBGRADE 4" IM -19 95% STD. PROCTOR FOR DENSITY OR 8" VDOT 21A MATCH EX, GLENMORE WAY PAVEMENT SECTION WHICHEVER IS GREATER NORTHBOUND GLENMORE WAY @ RTE 250 TYPICAL ROAD SECTION N,T.S. VDOT STD CG -6 CURB OPENING 3' TAPER FOR DRAINAGE TOP OF CURB (SEE PLAN) 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 4 44 < 4 A A A 44 4 ....... ... BOTTOM OF CURB/FLOWLINE TAPER TOP OF CURB TO FLUSH WITH BOTTOM OF CURB/FLOWLINE SECTION EXISTING/PROPOSED TREE, TYP. P-050 N.T.S. 2 60 3 3' MIN. ' MIN. EX. GRADE VDOT STD. HR -1, TYPE 3, OR EQUAL, 21 10, 21 RAILING WHERE REQUIRED MIN. MIN. (SEE NOTES BELOW) .0% 3:1 SLOPE, TYP. MICLL-... I (2:1 MAX) 3:1 SLOPE, TYP. (2:1 MAX) 2" SM -9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF PREVAILI 6" VDOT #21A STONE BASE EXISTING GRADE COMPACTED SUBGRADE NOTES: 1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES OF THE PATH. 2, A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES, WALLS, FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS, 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A PHYSICAL BARRIER SUCH AS RAILING (HR -1, TYPE 111) OR CHAIN LINK FENCE IS REQUIRED IN THE FOLLOWING SITUATIONS. • SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER • SLOPES 3:1 OR STEEPER, WITH A DROP OF 6 FEET OR GREATER • SLOPES 3:1 OR STEEPER, ADJACENT TO A PARALLEL WATER HAZARD OR OTHER OBVIOUS HAZARD SHARED USE PATH ,9-073 DETAIL N.T.& EXISTING CONDITIONS FWOODEN TIMBER ROCK WALL; BATTER _h V WASH FULL BENCH OPTION #1 LAID BACK (2:1 MAX) FULL BENCH OPTION #2 8'-9' (SEE PLANS TO VERIFY) IMPROVEMENT AREA PATH SEE DETAIL: OTHERWISE, NATIVE SOIL TO BE < COMPACTED BY Lu _j FOOT TRAFFIC ONLY 0 - 50 61 CLEAR APPLY SMALL DIRT BERM ALONG EDGE OF DOWNHILL SIDE (8" - 12" MAX.HEIGHT) 1' DITCH TO DRAIN TO DOWNSLOPE UNDERDRAIN NATIVE ROCK TO BE APPLIED IN LIEU OF RIP RAP -AS NEEDED NOTES: 1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER. 2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN CRIB -LADDER STYLE. �YIIA '\'SION JOINT PLAN 0TH TROWELED EDGE; AL D BROOM FINISH; TYP. iJDICULAR TO RECTION OF TRAVEL 1'/4" DEEP CONTRACTION/SCORE Y2" EXPANSION JOINT W/ '/2" RECESSED JOINT, SPACED EVERY 5'0.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED X7 X VX X - -*X-' �. I.X_ W gz,� D, WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN. COVER 'A BASE COMPACTED VDOT #21A STONE 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES 9-006 T. DETAIL N,T.S, PLAN, SECTION N.T.S. GALVANIZED STEEL STEP ST -1 #4, GRAEDE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL _#4 REINFORCING ROD CAL SECTION 'A 04 NOTES, A STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. Ve A 'A 4ALL UCSTTURE EPS SHALL PROTRUDE: 4Y2" FROM INSIDE FACE OF STRWALL. A I MAXIMUM STEP SPACING TO ISE 16" C -C. EXTENDED WITHSTAND A IMINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4V2" FROM THE FACE OF THE SUPPORT, STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN, MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS ,SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS, ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP�RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC -C -00498A. ALUMINUM STEP SPECIFICATION XVDO REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 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. CG -2 IS TO BE USED ON ROADWAYS MEETING 5. THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 6. INSTALL CURB OVER 4" OF #21A STONE BASE. 4" 2" R is SURFACE BASE CG -2 11 2" RADIUS SUBBASE Z D. SURFACE V PA, PA P4 - BASE SUBBASE - 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION 'XVDO-r REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 1 SII #5 BARS 0 8" C -C TYP. #5 BARS 0 8" C -C TYP. 117, A DIAMETER r30_ , A STRUCTURE SIZE AND WALL THICKNESS VARIES PLAN A. CLASS A3 CONCRETE SECTION A -A SECTION B -B NOTES: 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION, FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE, SEE CAST IN PLACE DRAWINGS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FOR FURTHER DETAILS OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS 0 8" C -C TYP, 4, SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST, CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI), REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31, 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG), TYPICAL PRECAST UNIT SPECIFICATION XVOOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO TME DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 211 R THE ROAD DESIGN MANUAL IN THE SECTION 4" �m ON GS URBAN STANDARDS. 6. INSTALL CURB OVER 4" OF #21A STONE BASE. b, IN - - - - - - - - - 6" 2'-0" -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. IFICATIONCX3T ERENCE XV COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201,03 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,IrVH OF' Alan G. Franklin Lic. No. 30-326 0 AT A L L y r_30" DIAMETER < T < 0 Z 0 #5 BARS 0 8" C -C TYP. 117, A DIAMETER r30_ , A STRUCTURE SIZE AND WALL THICKNESS VARIES PLAN A. CLASS A3 CONCRETE SECTION A -A SECTION B -B NOTES: 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION, FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE, SEE CAST IN PLACE DRAWINGS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FOR FURTHER DETAILS OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS 0 8" C -C TYP, 4, SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST, CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI), REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31, 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG), TYPICAL PRECAST UNIT SPECIFICATION XVOOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO TME DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 211 R THE ROAD DESIGN MANUAL IN THE SECTION 4" �m ON GS URBAN STANDARDS. 6. INSTALL CURB OVER 4" OF #21A STONE BASE. b, IN - - - - - - - - - 6" 2'-0" -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. IFICATIONCX3T ERENCE XV COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201,03 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,IrVH OF' Alan G. Franklin Lic. No. 30-326 0 AT A L ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS SHEET < < 0 Z 0 < in < 0 0 Lu < rill cr_ < co _j < < Cn uj < 0 ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS SHEET Flexible Pavement Design Worksheet Flexible Pavement Design Worksheet Flexible Pavement Design Worksheet Flexible Pavement Design Worksheet County: Albemarle Date: 3/15/2016 Subdivision: Rivanna Village Phase I Street Name: Winding Road Develor)er: Rivanna Village, LLC JPhone: (434) 531-5544 County: Albemarle Date: 3/15/2016 Subdivision: Rivanna Village Phase I Street Name: Sweetgum Lane Developer: Rivanna Village, LLC Phone: (434) 531-5544 County: Albemarle JDate: 3/15/2016 Subdivision: Rivanna Village Phase I Street Name: -§teamer Drive from Village Avenue to Park Street Developer: Rivanna Village, LLC JPhone: (434) 531-5544 County: Albemaril -FDate 3/15/2016 Subdivision: Rivanna Village Phase I Street Name: Village Avenue from Glenmore Way to Steamer Drive ADT Projected traffic for the street segment considered, eadefined inthe Subdivision Street Requirements. ADT Projected traffic for the street segment considered, aedefined inthe Subdivision Street Requirements. AOT Projected traffic for the street segment considered, eodefined inthe Subdivision Street Requirements. ADT Projected traffic for the street segment considered, as defined in thei Subdivision StreetRequirements, ADT Projected traffic for the street segment considered, eadefined inthe Subdivision Street Requirements. CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide. CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discuss&d in the Pavement Design Guide. CBR(d) Design CBR = Average ofCBRtx28and modified only aadiscussed in the Pavement Design Guide, CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value ofthe eubgmdesample, taken and tested a»specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide, DME VDQTDi*rict Materials Engineer DME VDOTDistrict Materials Engineer DME VDOTDistrict Materials Engineer DME VDOTDistrict Materials Engineer EPT Equivalent projected traffic EPT Equivalent projected traffic EPT Equivalent projected traffic EPT Equivalent projected traffic HCV Number ofHeavy Commercial Vehicles (e.g. trucks, buses, etr..with 2ormore axles and Gormore hmn). HCV Number ofHeavy Commercial Vehicles (e.Q. trucks, buses, e|r..with 2ormore axles and Oormore Ums). HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). HCV Number ufHeavy Commercial Vehicles (o.g. trucks, buses, eLu..with 2nrmore axles and 0nrmore Uma). Y6HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. Y6MCV Percentage of the total traffic volume composed of Heavy Commerciial Vehicles, %HCV Percentage ofthe total traffic volume composed ofHeavy Commamiia|Vehicles, %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. RF Resiliency Factor = Relative value of the subgrade soil's ability to wifthstand repeated loading. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. GGV Soil support value ufaubAnad*(SSV =C8RdxRF) SSV Soil support value ofoubgrede(SSV =C8RdxRF) SSV Soil support value ofaubQnado(SSV =CBRdxRF) SSV Soil support value ofoubgnedo(SSV =CBRdxRF) D(p) Thickness index of proposed pavement design computed by the Conventional Pavement Design Method D(p) Thickness index of proposed pavement design computed by the Conventional Pavement Design Method D(p) Thickness index of proposed pavement design computed by the Conventional Pavement Design Method D(p) Thickness index of proposed pavement design computed by the Conventional Pavement Design Method D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix 11. D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix It. D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix 11, D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix 11. Step 1: Determine Design ADT ADT 200 Average Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 200 Average Daily Traffic Volume Material Thickness Equivalency Design ADT I 200JAverage Daily Traffic Volume Step 2: Determine Desing Values CBR, RF, and SSV Albemarle Date: 3/15/2016 D(r) = 1 9 From Appendix 11 or 10 Number of years after construction Sample CBR(t) Location Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2.25 6.75 Subbase 21A 4 0,6 2.4 DME VD0TDistrict Materials Engineer CBR(d) 4 lAverage CBR * (2/3) or Assumed CBR RF 1 Resiliency Factor from Appendix I . ISoil SSV 4 Support Value from Appendix I Step 3: Pavement Design Albemarle Date: 3/15/2016 D(r) = 1 9 From Appendix 11 Private Alleys A, B, C, D 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2.25 6.75 Subbase 21A 4 0,6 2.4 Total Depth= 9 Tota D(p) 13.65 D(p)-O(r)= 4.05 D(p)>D(r)Thoefom� ADEQUATE Flexible Pavement Design Worksheet County: Albemarle Date: 3/15/2016 Subdivision: Rivanna Village Phase 1 Street Name: Private Alleys A, B, C, D 10 Number of years after construction % HCV Step 1: Determine Design ADT ADT 600 Average Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 600 Average Daily Traffic Volume Material Thickness Equivalency lDesIgn ADT I 600JAverage Daily Traffic Volume Step 2: Determine Desing Values CBR, RIF, and SSV Albemarle Date: 3/15/2016 D(r) = 1 13 JFrom Appendix 11 or Developer: Sample CBR(t) Location Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4,5 8 0.6 4.8 CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified ini the Pavement Design Guide. Subbase 21A 1 8 0.6 48 DME VD0TDistrict Materials Engineer CBR(d) 4 lAverage CBR * (2/3) or Assumed CBR RF 1 1 1 Resiliency Factor from Appendix I SSV 4 ISoil Support Value from Appendix I Step 3: Pavement Design Albemarle Date: 3/15/2016 D(r) = 1 13 JFrom Appendix 11 Sycamore Lane Developer: Rivanna Village, LLC Phone: (43 155 2 Heavy Commercial Vehicles EPT Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4,5 8 0.6 4.8 CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified ini the Pavement Design Guide. Subbase 21A 1 8 0.6 48 Total Depth= 9 Total D(p) 13.65 D(p)-D(r) = O�65 D(p)>DhjThemfone: ADEQUATE Flexible Pavement Design Worksheet County: Albemarle Date: 3/15/2016 Subdivision: Rivanna Village Phase I Street Name: Sycamore Lane Developer: Rivanna Village, LLC Phone: (43 155 Step 1: Determine Design ADT ADT 1,950 Average Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 1,950 Average Daily Traffic Volume SM -9.5A 2 2.25 45 Design ADT I 1,950JAverage Daily Traffic Volume Step 2: Determine Desing Values CBR, RF, and SSV D(r) = 1 17 1 From Appendix 11 0 per year or 10 Number of years after construction Sample CBR(t) Location Surface SM -9.5A 2 2.25 45 Base BM -25 4 2,25 9 Subbase 21A 8 0.6 4.8 CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified ini the Pavement Design Guide. Subbase 21A 1 8 0.6 48 DME VD0TDistrict Materials Engineer CBR(d) 1 4 lAverage CBR * (2/3) or Assumed CBR RF 1 1 1 Resiliency Factor from Appendix I SSV 1 4 ISoil Support Value from Appendix I EEJ Step 3: Pavement Design D(r) = 1 17 1 From Appendix 11 0 per year I Steamer Drive from Cul de Sac to Village Avenue 10 Number of years after construction Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 45 Base BM -25 4 2,25 9 Subbase 21A 8 0.6 4.8 Total Depth= 14 Tota D(p) 183 D(p)-O(r)= 13 D(p)>D(r) Therefore: ADEQUATE Flexible Pavement Design Worksheet County: Albemarle Date: 3/15/2016 Subdivision: Rivanna Village Phase I 0 per year I Steamer Drive from Cul de Sac to Village Avenue 10 Number of years after construction RivnnnR village, LLC Phone: 34) 531-Sr;44 Step 1: Determine Design ADT ADT 4,400 Average Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 4,400 Average Daily Traffic Volume Material Thickness Equivalency Design ADT I 4,400JAverage Daily Traffic Volume Step 2- Determine Desing Values CBR, RF, and SSV lAlbemarle -----]Date� 3/15/2016 D(r) = 1 20 From Appendix 11 or Develoopr- Sample CBR(t) Location Course Material Thickness Equivalency D(p) Surface . S,M-9,5AI 3 2.25 6.75 CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified ini the Pavement Design Guide. Subbase 21A 1 8 0.6 48 DME VD0TDistrict Materials Engineer CBR(d) 4 lAverage CBR * (2/3) or Assumed CBR RIF 1 Resiliency Factor from Appendix I SSV 4 Soil Support Value from Appendix I Step 3: Pavement Design lAlbemarle -----]Date� 3/15/2016 D(r) = 1 20 From Appendix 11 Village Avenue from Steamer Drive to Park Street Develoopr- Rivanna Village, LLC J -Phone: (434) 531-5544 CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide. Course Material Thickness Equivalency D(p) Surface . S,M-9,5AI 3 2.25 6.75 CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified ini the Pavement Design Guide. Subbase 21A 1 8 0.6 48 Total Depth= 15 Tota D(p) 20.55 D(p)-Dhj= 0.55 D(p)'D(r)Therefore: ADEQUATE Flexible Pavement Design Worksheet County: lAlbemarle -----]Date� 3/15/2016 Subdivision: Rivanna Village Phase 1 Street Name: Village Avenue from Steamer Drive to Park Street Develoopr- Rivanna Village, LLC J -Phone: (434) 531-5544 ADT Projected traffic for the street segment considered, oedefined inthe Subdivision Street R*quirymenta. ADT Projected traffic for the street segment considered, oodefined inthe Subdivision Street Requirements. ADT Projected traffic for the street segment considered, aadefined inthe Subdivision Street Requirements, ADT Projected traffic for the street segment considered, aadefined inthe Subdivision Street Requirements. CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide. CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide, CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide, CBR(d) Design CBR = Average of CBRt x 2/3 and modified only as discussed in the Pavement Design Guide, CBR(t) CBR value of the subgrade sample, taken and tested as specified In the Pavement Design Guioe. CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified ini the Pavement Design Guide. CBR(t) CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. DME VDOTDistrict Materials Engineer DME VD0TDistrict Materials Engineer DME VDOTDistrict Materials Engineer DME VDOTDistrict Materials Engineer EPT Equivalent projected traffic EPT Equivalent projected traffic EPT Equivalent projected traffic EPT Equivalent pnojoomdtraffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). HCV Number nfHeavy Commercial Vehicles (e.g. trucks, buses, *gr..with 2ormore axles and 0ormore Umo). HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). HCV Number o[Heavy Commercial Vehicles (o.g. trucks, buses, etc..with 2nrmore axles and 8ormore Ums). Y6HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles, Y6MCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles, %HCV Percentage of the total traffic volume composed of Heavy Commerciial Vehicles, %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles, RF Resiliency Factor = Relative value of the subgrade soil's ability to wifthstand repeated loading. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. RF Resiliency Factor = Relative value of the subgrade soil's ability to witthstand repeated loading. RF Resiliency Factor= Relative value of the subgrade soil's ability to withstand repeated loading. SSV Soil support value nfaubOmde(SSV =CBRdxRF) SSV Soil support value ofaubgmde(SSV =CBRdxRF) SSV Soil support value ofaubgnade(SSV =CBRdxRF) SGV Soil support value ofeubgrade(SSV =CBRdxRF) D(p) Thickness index of proposed pavement design computed by the Conventional Pavement Design Method D(p) Thickness index of proposed pavement design computed by the Conventional Pavement Design Method Q(p) Thickness index of proposed pavement design computed by the Cornventional Pavement Design Method D(p) Thickness index of proposed pavement design computed by the Coniventional Pavement Design Method D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix 11. D(r) Thickness index required, based on Design ADT and SSV, determin(ed by Appendix 11. D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix It. D(r) Thickness index required, based on Design ADT and SSV, determined by Appendix It. Step 1: Determine Design ADT ADT 600 lAverage Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 600 Average Daily Traffic Volume Material Thickness Equivalency Design ADT I 600JAverage Daily Traffic Volume Step 2: Determine Desing Values CBR, RF, and SSV ADT D(r) = 1 13 JFrom Appendix 11 or 10 Number of years after construction Sample CBR(t) Location Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2,25 6.75 Subbase 21A 4 0.6 2A CBR(d) 1 4 lAverage CBR * (2/3) or Assumed CBR RF 1 lResiliency Factor from Appendix I SsV 1 4 JSoil Support Value from Appendix Step 3: Pavement Design ADT D(r) = 1 13 JFrom Appendix 11 Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2,25 6.75 Subbase 21A 4 0.6 2A Step 1: Determine Design ADT ADT 600 Average Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 600 Average Daily Traffi� Volume Material Thickness Equivalency Design ADT I 600JAverage Daily Traffic Volume Step 2: Determine Desing Values CBR, RF, and SSV ADT D(r) = 1 13 lFrom Appendix 11 or 10 Number of years after construction Sample CBR(t.) Location Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2.25 9 Subbase 21A 4 0.6 2A CBR(d) 4 lAverage CBR * (213) or Assumed CBR RF 1 lResiliency Factor from Appendix I SSV 1 4 ISoil Support Value from Appendix I Step 3: Pavement Design ADT D(r) = 1 13 lFrom Appendix 11 Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2.25 9 Subbase 21A 4 0.6 2A Step 1: Determine Design ADT ADT 200 Average Daily Traffic Volume % Growth 0 per year Design Year 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles EPT 200 Average Daily Traffic Volume Material Thickness Equivalency Design ADT I 200lAv7age Daily Traffic Volume Step 2: Determine Desing Values CBR, RF, and SSV ADT 2,200 Averag Daily Traffic Volume 1 17 From Appendix 11 or 10 Number of years after construction Sample CBR(t) Location Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2.25 9 Subbase 21A 4 0.6 2A CBR(d) 4 lAverage CBR * (213) or Assumed CBR RF 1 lResiliency Factor from Appendix I SsV 4 lSoil Support Value from Appendix I Step 3: Pavement Design ADT 2,200 Averag Daily Traffic Volume 1 17 From Appendix 11 Ygear 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles IDesign EPT Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 3 2.25 9 Subbase 21A 4 0.6 2A Step 1: Determine Design ADT ADT 2,200 Averag Daily Traffic Volume 1 17 From Appendix 11 Ygear 10 Number of years after construction % HCV 2 Heavy Commercial Vehicles IDesign EPT 2,200 Average Daily Traffic Volume Material Thickness Equivalency Design ADT 1 2,200 lAverage Daily Traffic Volume Step 2: Determine Desing Values CBR, RF, and SSV D(r) = 1 17 From Appendix 11 or Sample CBR(t) Location Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 4 2.25 9 So ibbase 21 A 8 0.6 4.8 CBR(d) 4 Average CBR * (2/3) or Assumed CBR RIF I Resiliency Factor from Appendix I Noll SSV 4 Support Value from Appendix I Step 3: Pavement Design D(r) = 1 17 From Appendix 11 Course Material Thickness Equivalency D(p) Surface SM -9.5A 2 2.25 4.5 Base BM -25 4 2.25 9 So ibbase 21 A 8 0.6 4.8 Total Depth = 8 Total D(p) 13.65 Total Depth @ Total D(p) 13.65 Total Depth= 8 Tota D(p) 13.65 Total Depth = 14 Total D(p) 18.3 D(p)-O(r)= 0.05 D(p)-Dkj= 0.05 D(p)-Dh1= 4.65 D(p)-D(r)= 1.3 D(p)>D(r) Therefore� ADEQUATE D(p)>D(r) Therefore: ADEQUATE D(p)>D(r) Therefore: ADEQUATE D(p)>D(r) Therefore: ADEQUATE Alan Franklin ran^|^M P Er LLC �� Civil and Site Plan Engineering 427Cranberry Lane Crozet, VA 22932 434-531-5544 |��U��l~ �/�/1� .^'~^w��' . / `� �� SCALE: - �^ ��V|�|��^ ' `^-.'`/'`�' "`�~ 10/15/15-VDOT/ACS//COCOMMENT O4/2S/10'V COMMENT 1A"7� Q - - - - - - - - - - 7j .......... Z" 00' OPEN OPEN SWM/BMP 4 PACE SPACE A 1 -d NATURE TRAIL SPACE >1 (WET SWALE) OPEN 40� blAUL I ILI �/'jl 1 i Q - - - - - - - - - - J -s - - I ; 7 7 '�7 7 LOT E2 LOT'E4 LOT E5 LOT E6 LOT E7 LOT E8 OT E10 LOT Ell LOT E 13 LOT Bl LOT B2 SWM/BMF 4�"' Al (SFD) FD LOT E9 (S F- D) LOT B4 LOT E rl , , L LOT L12 (S AS3b 1 LOT E3 (SFD ET SWA (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SFD) (SF (SFD) (SFD) L (SFD) (SFD) 1 kw D) �LE)Al LOT B12 0, 0 E X (SFD) INE 'B' PUBLIC (25 MPH) VILLAGE AVE �ATERL STEAMER DRIV PUBLIC (25 MPH) Au I a_ I L F5 Z -4,000) 1 1� 1 11 + ADT (2,000 . I -, .......... .. .. . �i� Y L A Y I WATERLINE'A p �s L PROPOSED - - -------- - STORM EASEMENT D 0 P 408.04 LOT B8 r-41 'I I +u() " g LOT bi A� Z STORM STRUCTURE SCHEDULE STRUCT. # STRUCT, STRUCT- RIM INVERT INVERT DEPTR TYPE LENGTH ELEV. IN OUT Fn PIPE DESCRIPTION All Dk3B 8,0 386-80 379.5 . 4 379.44 7-36 128 90 LF OF 15" RCIP 3-37% 375JO 374.00 735 56-16 LF OF 15" RCP 1,48% A9 DI -313 12,0 380-42 373.17 373-07 7�5 156.00 LF OF 15" RGIP @ 2�58% A8 D13B 8,0, 375,30 369,05 368.95 6.35 15599 LF OF 15" RGP @ 2,95% f u t-,� ID U.V 3154,35 364-25 6-35 142,47 LF OF 18" RCP,@ 3.36-/6 A6 DQB 8.0 366.36 359,46 35936 7M 112.50 LF OF 24" RCP (c_v 2. 9 0 -/6, 363-00 35- - - 142.15 LF OF 24" RCP 1 �86% A4 MH1 360.26 353,36 353-26 7�00 83.85 LF OF 24" RCIP @ 2,74% 3916 LF OF 30" RGIP @ 1. 99% A2 MHl 35&96 350.08 349.98 &98 Al EVV-1 - - 349.00 - . ....... A10-1 DQB 8.0 386�70 379,45 3,79-35 7.35 14,10 374�00 7.35 0- A8-1 QQB &0 375A0 369.60 369,50 590 34.70 LF OF 15" RC- P 5 6.35 gum A7-1 DI -313 8.0 370.90 365,10 365.00 5.90 35�54 LF OF 15" RCP @ 1.83% A7 DV3B 8-0 370.60 364,35 364-25 6.35 A6-6 DI -3B &0 381,78 374�55 374,45 7.33 126-00 LF OF 15" RCP @ 3,05% A&5 DOB 10-0 377�87 370.61 370�51 7�36 157-17 LF OF 15" RCP @ 3.03% A6-4 DI -3B 8.0 37100 36535 365�65 7,35 60A4 LF OF 15" RCP @ 3.49% A6-3 DI -1 - 369.60 363.55 363A5 6-15 i 49,00 LF OF 15" RCP @ 3-06% A6-2 DIA - 368-00 361 �95 361,85 6A5 3&83 LF OF 18" RCIP e,-- 2.961% A6-1 QI-3B 8,0 366,50 360:�70 360-60 5.90 32�91 LF OF 18" IRCP @ 3,46% A6, DI -313 a -0 36U6 359,46 359�36 7.QQ A5-6 DI -31B 6.0 386-50 1 38015 380.15 635 1 124.38 LF OF 15" RCP a 3,26% -31B 8-0 383�00 376.10 37&00 7�00 133-70 LF OF 15" RCP @ 4A5% A54 DQB &0 376,95 370�05 36 �95 7-00 119�50 LF OF 15" RCP @ 5,31% A5-3 QV3B 6.0 37173 363.60 363�50 &23 67.71 LF OF 15" RCIP A 3;40% A5-2 D�31B 6.0 36&74 361.20 361-10 7�64 187-58 LF OF 157 RQP @ 1,98% A5-11 DI -3B &0 36339 351-39 3b 1,29 6�50 6425 LF OF 15" RCP @ 1,85X6 A5 DI -31B &0 363�00 35&% 356.00 7-00 NMI,; N2 DI -3B 6,0 365�95 359.55 359,45 6�50 85.83 LF OF 15" RCP 11-69% IN I Dk3C 8,0 363�80 1 35&00 357�90 5�90 32.00 LF OF 15" RCP 11.59% A5-1 D1 -3B 6.0 36339 357.39 35729 6.50 B4 QI-313 10,0 401,62 395�37 39527 635 72 84 LF OF 15" RCP @ 2.17% B3 QI-3C 10.0 400.69 393.69 393� 59 7.10 129A7 LF OF 15" RC- P 11.93% B2 DI -38 4�O 400.40 391.10 391.00 9.140 63.76 LF OF 15" RCP @ 2,35% Bl ES - - 389.50 B2-2 DI -3B 8.0 404A7 396,10 396M 8-47 1 3&84 LF OF 15" RCP @ 232% 82-1 DI -3B 6�O 404.47 1 395,10 395,00 9A7 50.40 LF OF 15" RCP @ 7.74% B2 bi-3B 4�,Q 400.40 391.10 391.00 9A0 ... .. .. . �,, 'u C4 MH - 388.50 384.00 38390 4.60 115.21 LF OF 1,8" RCP @ 0.91% C3 DI -31B 10.0 389.1- 382,85 382-5 151.76 LF OF 18" RCP @ 3.72% UZ m H - 377.10 377.00 5M 174.00 LF OF 18" RCP @ 2,01% cl ES - 373.50 R - D5 DI -7 40&0Q 402.00 401.90 4A0 101�00 LF OF 15" RCIP @ 015% D4 DI 3B &0 411.25 401-14 401,04 10,21 45A6 LF OF 15' RC� P a, 1! �31 % D3 DQB &0 41135 400.45 400,35� 11.00 124�56 LF OF 15" RCP @ 7.11% D2 MH 397M 391 �50 389;00 &Q0 65A0 LF OF 15" RCP @ T.54% Dl ES 38&00 g E5 DI 7 385.00 378�75 378,65 6�35 25;62 LF OF 15" RCP @ t�76% 173.25 LF OF 15" RCP @ 5, 19% E3 QI-3B 8,0 377,00 369,10 36900 8,00 231.60 LF OF 15" RCP @ 2.59% 119.00 LF OF 18" RCP El, ES - - 36Z00 - F3-1 DI -3C &0 400,69 39439 394.69 6.00 1 67.83 LF OF 15" RCPg 1 F3 DI -3B 6.0 40t50 393,60 35150 8Z MR. NN-%, R, F6 DI -31B 10.0 405.45 398,55 398,45 7�00 32,65 LF OF 15" RCP @ 1.38% F5 01-3B 8.0 405.30 398.00 397.90 7.40 92.76 LF OF 15" RCIP @ 1.38% F4 IDI -3B 6,0 403.52 396.69 396.52 7-00 t- 1) ul-�5b 0. u 4V I .3V I 393.bU JW. DU a_uu 114.08 LF OF 15" RCP @ 6-19% F2 MH - 393.00 386.44 386.34 6,,66 34 00 LF OF 15" RCIP t00% Fl ES 38&00 K2 DQR 8.0 396.45 390,20 390.10 6.35 150-00 LF OF 15" RCP 1 A0% ES 388,00, ... . . . . ... M�I 3D SWEETGUM LANE, w PUBLIC (25 MPH), /A Z ADT (<2,000) X V c WATEHLIIN X, --------- ------ \X LOT L' LOT LOT PROVIDE TEM LOT P R WATERLINE 'C" CIO C14 DI-ITOPANDLO LO I OT OT C7 C8 C9 C C (SFD) (SFD) (SFD) -T LOT B9 C5 C6 S (SFD) SFD) (SFD) FID) DEPRESSION AT LU 1 U4 . . . . ......... .. ...... F�TURE DI -3 (SFD) "X' (S FD) -U) pr EOP 407.10 LOT B14 . ..... BLOCK D2 w T Ll r -S -D-) (TOWNHOUSE) -3 it 13+0 +50 +0( (SFD) 10+0 0 H g S D N SPACE fl,� hi3O �X 7 --/BMP g, T SYCAMORE LU I D-1-0 PROFbL AS3a SHARE] LOT C2 I V (SFD) + ;18 X LIENTION) PUBLIC (25 MPH) 0118:1, LL ADT (<2,000) c ------ . .. ..... J, ............. '7 g Ld n:- '01 BLOCK C 77 r,7r --- BLOCK C3 N BLOCK C2 BLOCK DI SE) (TOWNHOUSE) cl . .......... (TOWNHOU (TOWNHO (TOWNHOUSE) USE) (SFD) r L 7-7-1 7m4l Ac r J�L2 -jl am, FUbLIU (JU MPH) ------ )0 )�+00 D ON /c --- --------- So i- pm A A 1 77 -RLINE'B' N �Z EX. F H -FSE 0 + + + SQ - - ----- . . ........... . + E5 /V1 LOT i N f 4 A2 V-7 -MAR . . .... - - - - - - - - -- 0 LOT ACSA WATER ........ . ... . .. ....... I -S ---------------------- -r6TAN K (SFD) c 70 1, 77 -- ------ --- -FEED EX SAN. T, &X� (SFD) LATERAL T.B.R. . ................... LOT STEAMER DRIVE A4 PUBLIC (25 MPH) (SFD) EXISTING PARKING ADT (<2,000) EX. UTILITY! EXISTING PEDS. PARKING TAN K EAST RIVANNA EX. CABLE . . . . . ....... FIRE COMPANY (BY OTHERS) Al' A N T-� .... .. L SWM/BMp PRO 0 ED I I 1 '4 ZI T, p AS3d S�. ... ......... I- Q'? (BIORETENTION) L -T- . ..... T., '-7 /-v V V ------- OPEN j -5 A E V SWM/BMP SPACE . . . . ...... A HS3a \r .... .... . . -(BIORETENTION)'-'- x Im PROPOSED 10' A SHARED USE PATH L HIM! V" 7 DUE - EX. STORM EASEMENT j i 1 1 U GE WATERLINE FROM TANK �4 1' 1 t (BY OTHERS) X P A m 1 S, 3 . ..... ENI �ORM EASEM A i i i I I i 4 PROPOSED ST < Ilk/ < D51 ji� "I'll 0" - T --- - ----- i C -LI -L 7 Id y SQ 'LANDSCAPE L-10 L SS --- - - - -------- ss D2 BLOCK Al 3 BUFFER EX% D I -:1P9WNHOUSE/VILLAS) -41 C) SD cl WATERLINEW H SD CONTRACTOR TO FIELD IDENTIFY AND LOCATE ALL EXISTING BURIEED CABLE/FIBER OPTIC UTILITI 3 ES IN THE AREA BETWEEN THE EXISTING EOP 7- f )EN OF GLENMORE WAY'AND THE PROPERTY BOUNDARY' A 4 D1 BLOCK A2 SWM/ (TOWN HOUSE/VILLA AS' SPACE (-A SQ (BIORET `NTION) G1 (PER STANTEC PLANS) .3 A V '40,0 A NATURE TRAIL PROPOSED 3 Q)/ PROPOSED 0 0, ------ Y -1 -1 �, , . I EX. Di STOWVI EX3UNALIN I D 10 OPEN ADJUSTR '3 PACE -SSm AS NECL N1 INDING ROAD Au PUBLIC (25 MPH) G2 ADT (<2,000 L j S H 4=2 J BLOCK A3 > 'A" (TOWN HOUSE/VILLAS) XBLOCK A5 (TOWN HOUSEIVILLAS), . . ....... S, -J. PROPO�,:>LU f h . ...... 15-2 y� N,\'STORM EASEMIENT `-A D85 SD -1V 01 'N' )o it PROPOSED "j/ STORM EASEMENT NOTE: x f BLOCK BILOCK A4 (TOWNHOUSE/ V1 LLA�) (TOWN HO USE/V1 LLAS), UNDERLYING, DASHED CONTOURS DEPICTED ON THIS PLAN REPRESENT 1 A y p EXISTING (PRE -DEVELOPED) TOPOGRAPHY. PROPOSED CONTOURS (SOLID 03 1 LINE) DEPICTED ON THIS PLAN MATCH THE PROPOSED CONTOURS A 7 BLOCP SHOWN ON THE APPROVED WPO:201400077 EROSION & SEDIMENT G6 (TOWNHOUSE/ CONTROL PLANS AND STORMWATER MANAGEMENT PLAN, RIVANNA PROPOSED VILLAS) VILLAGE PHASE 1, DATED 06/01//15, PREPARED BY STANTEC.. MINOR SHARED USE PATH FINE GRADING ADJUSTMENTS RE7QUIRED TO CONSTRAIN ATTACHED PROPOSED WATERLINEW) DWELLING UNITS ARE EXPECTED AND WILL BE DEPICTED ON FUTURE STORM EASEMEN. SITE PLANS FOR TOWNHOUSE BLOCKIS SUCH AS SPP201500036 RIVANNA VILLAGE BLOCK'A'VILL/AS INITIAL SITE PLAN. N� �h 41 GRAPHIC SCALE: 0 A j, 50' 0 50' 100' 50' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �VTH op Z Alan G. Franklin Lc. No. 3J326 ol- 0 1V A L 0 < r) Z < (OD < 0 IM U) 0 Z ry ZD 0 C) W -i or_ V ry rro 06 LIJ < 120 -i < W ry U -j 0 < 0 ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS I SHEET I 12 of 26 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com LTH OF I u Alai G. Franklin Uc. No. 35326 O 4-11 1tiAL ISSUED: 7/6/15 SCALE: 1" = 50' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMEN- 04/26/16 - VDOT/ACSA/CO COMMEN 06/13/16 - VDOT/ACSA/CO COMMEN 400 _-- _ __ ___ __ _ _ _ ____ _ ______.____ __-____- � - __ 400 I - ! I I I SD A7 I : f f -- j I 395 i _ _ __ RIM=370.60 _ -_ i _ ! %T __ - - --- - --- VDOT DI -3B L8 i I i SD A3 I INV. IN = 364.35 (A�) RI =375.30 128. 9 LF -15" RCP @ 3.37% VCOT DI -3B L8 INV, IN =364.35 A,-1 i 390; 390 ! --R+Pfl�358:96 --.---�-�---- _ I -- __ _ --- - A9j____ - _ I ____ __ ; INV, OUT = 364.25 I j ,- ( TEMP MH -1 TOP ! INS/. IN = 369.05 (A8-1) - - - - € VDOT DI -3B I6 (FUTURE) SO A6 INS/. OUT = 368.95 - _ - 56x16 LF -15" RCP @ 1.48° 385 SD A5 __ _____ I. --- -__ ___ _____ 385 i_ _ - _ .t - - - RIM= 63oQ I ---- �_ - € V OT DI -3B L8 I - i 380 INV. OUT = 30.86 i VDOT DI -3B, 8 -I - - ' HYDRAULIC PROPOSED GRADE INV. I = 356.10 A6 I V. IN = 359.46 (A7) - :380 _ _ ___ _ ' �__� _ ___ __ �1.)-------- GRADE LINE --- - �T-��SD A2 $" SANITARY SEWER 'A'� INV. IN1 = 356.10 (A5-1) � - - I(V. OUT = 359.36 i PROPOSED GRADE RIM=358.96` INV. CUT = 356A0 - - j € ( _ 1- - - I 375 375 ____ TEMP MH 1 TOP; _iI IH __ -_ _ - __ - _ _ - I ___ j VDOT DI 3B L6 (FUTURE) RIM=360.26 117.50 LF 24" RCP @ 2.90%/ €`� INV. IN = 350.08 (A TEMP j TEMP MH -1 TOP I � 8" SANITARY SEWER'E' i I N SD A11 370 370 INV. IN = 350,08 15" STUB OUT __ j _ gi_3 - _. __ ___ ___ _ �.___ _ _-._ __ _ ___._._ -- INV. OUT = 349.9$1 INV. IN = 353.36 (A5) I - i VDOT D1;36 L8 365 I INV. IN = 353.36 (A4-1) � j 156.00 LF -15" RCP @ 2.58% INV. OUT = J79.44 365 V Ae-UT-= -. X53.-2-& ._ '..'.`_'._.. � -s --_ - I i SD Al i i SD A10 I 1 EW -1 ' � ( 155.99 LF -15" RCP @F2.9 360 INV. IN = 349.00 (A2� __ __ _ _ _ f _ __ ! - __ E _ __ ___ =38.1.. 36�i. ` --- 1 142.47 LF- "RCP @ 3.36% �- VDOT DI 3B L8 I r- INV. IN = 375.10 (A11) ' - 355` 355 I _ _ __ _ ` -- -- _ I `�- - - _.-_ __ _- �_ _ __ _._____ _ __ ______ 810 11 _ - - _ -arla '� INV. OUT = 374.00 ` -- f SWM/BM 350 C3 € w w w w w w w ____- _._ w _. w __ w w ____._.----._._ ____1111.__.._.___.__._ _.--- ._ __ 142..15 LF -24" RSP @ 1.86%0..____�__----._..__� _.__ ..__. __._._..___.0 _._.____._--.......-._.__.�_._._._..� ..._-- 11.1__1.._ ! _ H 111.1..__.-.__.._._._� _._.- ..._.._-.r__� __-._.� __.__.H _._ � -1.111 ._ SD A9 ......._._�_._._ ___._.__ _...__ _1.111_ ._._._.___________- _.__._._ ._.___._.----.__._. _ __. _ __ _ _.__._. _._._._ _ _ 35 € ce ' � � j � z � � ` C E > � � RIM 380.42 € w 1 w w I w w w w w w w w _ I w - 1 bo . cn ; cn cn I in u, cn cn v, VDOT DI 3B L12, 345 ? 83.85 LIF 24" RCP @ 2.74%0 d °� ........____.. _._ _ ._._. _.__._._-. 345 w_ _ _.__ __ 1.111._______ --._._x.. __._____ _11.11... ..._. 1111,_._._.__ w _1.1___1.1__.__. __._ _._._w 1111..__ __1111_. w _._._._.w ..._____ _._._...;....w .____ -__-w ------- ;._.__w _111.1_.___ w _.._._._...__. w 1.1__11__..____ INV IN....._373.17 �A10} _11.1.1. ___ry,_..._.__._ E _ .__,� _ _1.111 CC I- H f- I 1- =I N I- I - I- f- F- ¢ ¢ ¢ ¢ ¢ ¢ ¢ INV. OUT = 373.07 99.63 LF 36" RCP @ 0.9$% w `� ¢ `� `C I Q 39.16 LIF -30" RCP @ 1.99% 'S `'-� `'� `'-' `�-` _ _ 340 � I � I ; I _.........__. _'-' _..._...__._._�___! :! _.._._.______ ___....__ _ ..a_._.. � .......__..__ -- __--__._ _ __._._- -1 .- --- -._ 111.1_____ _-._._._..i_. _1111_ -__._._ __._._.___ .........1111L_______.._..__.____'_'__ 340 _ �______.______ .._._ ____ _.__ . _ -____ _ __------- _ ___ _._._-______._..__ l ._.. __ ._.__-_ _.-.__ ________ � __ _____ _..____ __ __ _ ______ __-_ ._.. _______ -. ____ _ __ _ __ _ ___ _ _ __ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STORM SEWER 'A' SCALE: 1"=50'H, 1"=10' 400 ___._.._.__ __ _.__. _ . _._._._ _1111 _._.. __ _......__._.. _1.1.11..___.__ .___. _ ____._._. _ __._ __1__11.1_.._. ........_ _._ _.--_._._. __--.__ _... _._.______--_1111__._ _ 11.1.1.____-_._.__._.__.___ _.___.___.__ f I I i i I i SD A5-6 395 (---._._.___._. _ _ _1.111.._._ _._..______ _ ___.__._-____..___._SDA5-4 ._ _ ________ ._._._._.__.._. 1-_111.1_._.__. _ RIM -386.50 -----._._ 95` ___.___. __ . _ _. __ . __--_ ___ �__ _-.-_____ _- m_________ 3 i E I I VDOT DI 3B L6 j SD A5-3 RIM=376.95 ( F I 8" WATERLINE'D' VDOT DI -3B L$ EXISTING GRADE INV. OUT = 380.15 E f 390 I 1 _ ___ _ 1 RIM=371.73 ( -- 390 ___._._._._______._._.__.....m____._._. _.._ _-__... �__� __.__ __---.-_._-____ ___.____ _. _. ...11.1.1__._ __._.______t __.___ ___.---VDOT DI -3B L6 - --_ ___1111 INV. IN = 370.05 (A5-5) ..._ � __ .__.__ � _ ._.__ -.-._ __� SD A5-2 l INV. IN = 363.60 (A5-4) INV. OUT = 369.95 _ _ - - - - f 385 1 RIM=368.74 INV. OUT = 363.50 - - - _.__-._ -- ---._ -- 3851 T .__ ._..... _ :._...... _._._._. ..111. - ...... _.11 �_____..___-__.__._ _._._......_._ VDOT DI -3B L5 _._._.____.,---__-- _ €1.1.11_._ _. _..__'_ r._. ___..._____ �__ _ _ __._._ _._._. __ 1111 ... .- 1_111 € 1111, j............ _._ .- ..-_E SD A5 INV, IN = 361.20 (A5-3) ( i SD A5-1 INV. OUT = 361.10 i i f I 1380 RIM=363.00 ( ____ -__ _ ___ __-- -- _-- ___1111..___ 380; 1-1-1 I __-RIM=363.79 ____._ __._. _ __.....---_. _ € VDOT DI 3B L8 r ---r--..- _ _. __._ _ __.__.___._ _1.1.1__1_. � 11_11_.__. _1__111._ _ _ ._._._.- INV. iN = 356.10 (A6) VDOT DI 3B L6 PROPOSED GRADE INV. IN = 357.39 (A5-2) 375 1 INV IN = 356.10 (A5-1) I _ -- __-- _1111_.____ _111___1_.._ 3 t.-111_1..______ _.....�.._..__..._ 1 _ INV. IN = 357.39 (N1)----�---- _ -� .�- I i .. _ 1NV. OUT = 356.00 _ -__� ----_1.1.1.1._ _----1111___ __-- _ _ 111__1 _ __...__ __ -- -____. __� 7 f _._ INV. OUT = 357.29 I € : --- ; ( t i t HYDRAULIC i I ! 3701 370 8 WATERLINE A _ �__.___.._ _._._._. _-_ - _. _.__ - __ - __.___._... __.._.__ ___. _ __111.1_ -.__ 1.1.11________.___ -.._.__.__ _. ______ - ---. T _. _--------- 111.1... _ .. _ _.._ _ ___1.1.1_1 I I __. __ GRADE LINE I i 1 I 133.70 -15" RCP @ L45% I 365 365 - - - __1.1.11._. _1.111._. _._........__._._ __. _ __.__.___ _-__.. ___._._..__......._.._._ - -- .__-1_ ---11._.___.._..__ ....................____ -___ ._.........._ __1.111__. _1111.. _-._.__ _ _ .___.._._ �-_..._._._....__ __. __._.____.._.______ _.__-- _ .._ _ - I i 1 I 119.50 LF 15" RCP @ 5.31% SD A5-5 2 $ LF 15" RCP @ 216% ( 360 360 f 1 4• _ ____ � ......__..._.___ _____. _1111._ _ ___ 1.1___1.1._ .___..._ -_.__ _._.__..__.. ___._____ _ _ 1111__._ ___1111.__ __ 1.1__1.1__ ____._..._.... _ _. RIM=383.00_ _ ._._...._.._______ 67.71 LF -15" RCP @ 3.40% I VDOT DI -3B L6 INV. _ _ _ i 355 187.58 LF -15" RCP @ 1.98% t IN . IN 376.10 (A5 6) .._ _111.1 ___.__.__ _...---..__._....___..........._..._.... . 3 ___ __ __...___ -64.25 LF -15" RCP @ 1.85% __._..._..____. _11_1.1 .;..__ __._.1111_.__ _ __._._ . _. .. _1.1.1.1. 1_111 INV. OUT 376.00----------T' _I ..__.__ __111.1_.- 551 T__ i I _._ I 1 _�_ I ' I f E i �; I ( w w U i : ''~__ II I I f I -i H H !�1 H 1350 -8 SANITARYSEWER A __.__._.____...._.._._.I _._. �_____.__....______..>_ _._...._._._.__......> _.---............__ ----->----..>_.______..___-_.._._._._._..._...._._._._._._._._._.__.__..>-----._---_._._._._._._._.-._..-------______350; __.___.._._-_...._......_;__._..._.__-__._....__._._......___.._.___._._,__._.__._.__.__._____._._._.__._ �__._._._.._...._._;_._._.__.-__.____...._._. z.....__._._____._f 345 j w w w w __ `_1111._._._----------1__1.1.1_._ w __. _1.1__11... I __._. _. �_._. _ _.__.. ._....._ ___.-_. _........ _1.111.. ________.. ........_._______..--- .___._ _1111_ ____ _ f_.._� _ _ _1111_ 1.1.11... __ _._q ___._____.__Q __. �_ �_ _ Q ------------ _ _ 45; ( � I I I i : r i - - 1-1 I;� � - I 340 1.4 w I � _...___ _ ___ _._--- - ........_. _ ----- -.1-1-1 ._. _................ ._._._..- ...._....___ ___ I ____.. __340. !---..-........_.._...____....__._.._...___._.L....._.._-_-_.____...._---------..-._..._._.._._...._.._.'-'_._--._._._......-._____..._.L..-......_.........._.-..-.._....._....._._.._._...._.....-..._._._..._....._.._._._._................_._._..._....... .....___.....--_.1-111.. ................._..._ ... ._1-1__11_..- .._......_......_._-....-._.- 1_._1___..._-- -.___...4._._1_1_1__1_.._,11_1_1.. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STORM SEWER 'A5' SCALE: 1"=50'H, 1"=10' 400 mm. ._._.._.._1__1_1 1-_.._......_...__._. .._....... ._--------..._._..--_................_...-__._.-_....-_._.._.._._.-._.........�...___._..___-_.._..._...._..........._._------1_11_1._.-. _......_...._•_ --111,.-- ...-._........_•_-_--._._. ` SD A6 j i It SD A6-1 IRIM=366.36 RIM=366.50 395 ( _VDOT DI 3B L$ - __- VDOT DI -3B L6 -- --j------1_____111 INV. IN = 359.46 (A7) INV. IN = 360.70 (A6-2) INV. IN = 359.46 (A6-1) INV. OUT = 360.60 i 1390 = I __._. � __._.__-_____ _----__.__._._________.I_._. ___._.. __._. --111.1___ 1111.___._ _.___ ._.INV. OUT 359.36 __._....__._.,� , r-8" WATERLINE'A' SD A6-2 385 380 3__ _ - 370 365 -A 360 RIM=368.20 --TEMP DI --1 TOP _...... ! __.___.._...._._..- FUTURE VDOT DI -3B L8 �t' INV. IN = 361.95 (A6-3 ---INV. OUT = 361.85 ---i_-_.__. __._. j -��/_--1-`- 38.83 LF -18" I I o 355 RCP @ 2.96/o _- 7171_.-____�_ _ ___77.17__-7777-.-_-7717_-_ ...._ �_._._ 7177._ i j I ..�_______________ I . ...._.____ _ 7171... _ -- _____.__._ _._..___... I 32.91 LF -18" J 1 9 111.-...-. J 9 I -" J ce 350 ( RCP @ 3.46% H � I H [ € 71-- _ _._____ 1771 � 1---- � ! I Lf i I Lf ¢ __._----- ¢ ¢ 345 ---- - ----- _ 7717. _..____� H Z < F--1 1_1_11._Z'__ Z < _-- _.__._._S [-1340 ._....__. -.._._____7 .._-_1.777 D 63 ;¢ Ln- !� _.-_____.__ � _ 8" SANITARY SEWER 'A' "I ( `� 10+00 11+00 STORM SEWER 'A6' SCALE: 1"=50'H, 1"=10' I : VDOT DI 3B L10 SD A6-3 RIM=369.80 - TOP TEMP DI -1 FUTURE VDOT DI -3B L8 INV. IN = 363.55 (A6-4) INV. OUT = 363.45 SD A6-4 RIM=373.00 VDOT DI -3B L8 INV. IN = 365.75 (A6-5) INV. OUT = 365.65 HYDRAULIC GRADE LINE w j 11 I @ 3.49% _- 7171_.-____�_ _ ___77.17__-7777-.-_-7717_-_ ...._ �_._._ 7177._ i j 60.14 LF -15" RCP __. .. t _-171.7 ____..____ \ 8" SANITARYSEWER'E" _._._.._____ 7111_._ __ __..___.__._... 420 430 _._.__._.__--- 7 c \-49.00 LF -15" RCP @ 3.106% � � � _ _ ._...1117---_.___......_.___....._.. ___....__._______._._.._.__._. 7111_ _ _......_..._ _j 4(.. _ . ..... __._._._ (� _. 7777 __ I Lu ( � � iw E� w > _ 71-- _ _._____ 1771 ____ ._.._ .._ ,� _.__- : f I Q ¢ Z ¢ __._----- � - ____ Z n tv¢i V 'V V 12+00 We] EXISTING GRADE i 395 __...__ __.. ___1111_ -- 111.1_.__ _...----- . _______ __ 111__1 I SD A6-6 SD A6-5 RIM=381.78 390 __.____.____._ VDOT DI -3B L6 -mm___ RIM=377.87 INV. OUT = 374.45 VDOT DI -3B L10 j 385 INV. IN = 370.61(A6-6) __1.11.1. _.._._.._ -._._.__ . INV. OUT = 370.51 _ j --- --- I 380 ------- .- ---._.___ _ _ ___....__ __ _ PROPOSED GRADE 375 E 1 157.17 LF -15" RCP @ 3.03% 1[0901111 Lu I..fi ! Z ji It - _j le Z d- i- 12" MIN• SE (TYP) 126.00 LF -15" RCP @ 3.05% mw ps w g I.e Z V 15+00 370 TION _- - 365 360 355 350 345 340 400 400 _ __. _ ..___ _.--_-__-_--_ - 1111..___ I_1111..____ � 1111. _. f i ;395 1 395; i I i ,I i I 390 I SD A7 390 _.___ _...__ ____1.____ _ _.-____._ -, I = 0- i I VDOT DI -3B L8 1 385 i INV. IN = 364.35 (A8) 385; _ . _ 1111 1111... _ �-_._._._._._._._.___._..___, TNi7:�1=_3-64.3 A7= ; m ( IXE SWING I INV. OUT = 364.25 I GRADE 380 _._._1 __ _____ __ _... __ 380 _ F._......_____.__...__._ 111_1-I r , PROPOSED GRADE 1375 �`� ---- - ( 3751 ._..._._________...__...I ._.--_..._....____ __ _._.___....._._ -__._._.__._._.._..._..._._.____.___._. f 370 370E ._17.71 __._._._____._______-._._..._._......___________..__ �_._________._._. -_....f I 1 i 365 SD A7-1 365 i _ _-__ __ _. _.__ _ . _ _.._R1 M= _-T . .-1111_ _____._. _ I I VDOT DI -3B L8 360 INV, OUT = 3P5.00 360' �._.___-_ 1 111.-_._ _.___._ _.- __.......77 ____ _1111._ �_' ..._____ 1--- ..-_-� i HYDRAULIC I 11355 GRADE LINE 1 355; . ;7111-.._ . __.._._...._____.___ _......_. - _._._____. .. _" r---,*-, 77 i I ` I 35.54 LF -15" RCP 4 1.83% 350 3501 .�.__._.-7777. _ r._.__......_ __._._._.._._...-7777- _.__.___ Lu 8"SANITARYSEWR'A' 345 _.....__ 345' t_1111.____.__ _. __ ..__......._.__._ --- -] � i E w 1340 � 1 3401 1717__ _....___._____�_. __. _.__-.-._ 1 111 ...____ �__ .�___.._ �_ _......_ __: 10+00 11+00 STORM SEWER 'A7' SCALE: 1"=50'H,'1"=10' 415 415 __ _______.__ _.._ - _.- ___1111.__-- ,_______._._ ._._._._...__..._....__.__ -_ 11___11_ �_ry 1 I ( ( j 1410 410; ___..._..._ _._... _._..- ___..-___ _.__._._. _ _1111_.. I !` I i 405 i 405; _1._.11.1_-._ __ .. _ _ _._� _.__.._......a L.___.._ _111____1.______. _-... -_ .__.�- 1 f 1400 I 400 .... .. _ _-- ---1.1.11_._ -_.__._. _. ____. ____ .__.- _ ._._-- __ _--1__1____1.1_. ___.__ __ ( i PROPOSED GRADE 1395 ( 395 :----- . _._._.. _-111_1_ ..___...__..____. _.. -_ _ _ _ _.. _.... .__. _ ____-___ ._._._._... ...... _ _._. I SD A8 1390 RIM=375.30 ! I 3901 �JDOT-DI-3B50. 8.1....._.._._....__._.__.__._..€1.1.1.1 _..._ INV. IN = 369.05 (A9) RIM=375.40 f 385 INV. IN = 369.05 (A8-1) i VDOT DI -3B L8 , 385 ------ IPPV £}U F -3�8�5 _ __1NV."OU`T-369:_5.f�.._........ i __ j i 380 ' - - - i 380' 7177. _._. _._...... ,__ __..._........._.__ _ ... _._____._ 1111..__ __;___._._.( I EXISTING GRADE I I ; `375 1 ' 375( �_________--__-______._'_"'-. _ .------. ..._._... € , 370 1 3701 I I I 1365 3651 ..__......._...______ -._. _ _._._._. _ _._._._. , __._._._ _.-111-1_ HYDRAULIC 360 , z GRADE LINE 360 E__ „-. J..._ _..___________--_._.____ �___ __._____I 8 SANfTARYI=WER �A' __.__._._� Lu 34.70 LF -15 RCP @ 1.30% 355 I__� 1.____._355 E 1_............. _._._-__._._. ._._._..____._...__.__. __._ ___ _1771_ __._.- 10+00 11+00 STORM SEWER 'A8" SCALE: 1"=50'H, 1"=10' 430 4:30 420 ---.__._ _ _._._........._ - _......____._. l _........____ 71 ..... ,7117 _._._.__._-____._ _1.7.7_ i I . _ ..._....._...-_.-.__ _- 7171_.-____�_ _ ___77.17__-7777-.-_-7717_-_ ...._ �_._._ 7177._ i j 7717_. ---.__-....._._______ 4_...._.._____ ---------------. -- 71.1 _ _ _ . _._.______ i _._._.._____ 7111_._ __ __..___.__._... 420 430 _._.__._.__--- 7 c SD B2 I 425 RIM=400.40 425 415 -.____._. � � � _ _ ._...1117---_.___......_.___....._.. ___....__._______._._.._.__._. .__ ........_..__.__ L.-..._. _.__._ _ _ _ ..___... 7777 __ I _ __- 7171_. i 415 ' 425 7111-.1-11! € ____._._._. 4_._.-_VDOT DI -3B L4 I _..__.__.... _._._.___._._._. _._._.,._._. -.-._.�____- .._....._. .. �...__........__. : f I I INV. IN = 391.10 (B3) � j i 420 7177_. - .- INV. IN = 391.10 (B2-1) ! 4'120; 410 _ ----- _.___�-._._._...._ _-- _.__._._S _ ___111_7 _._._._- 1:__-_________'___'____' .....111_ �..______ 1..77.______7 ._....__. -.._._____7 .._-_1.777 D 63 _.....______ __._ _.._.______ __ .. .............. i ..._.1117_ - . _ ...._._..._--_1777_--__. -1 410; 420 ___ i - INV. OUT = 391.00 SD B2-1 RIM X389 10 € I RIM=4Q4.47 t i I : VDOT DI 3B L10 ( f 4051 ! 415„ 415 .----.__.._._.-__ 7-,-.__. VDOT DI -3B L6 i 415 405 __ .._ ___ ......._._ 77.7._.___.__7_____ _ _._ _.__-. _ _ _.. _ 7171___, INV. IN = 395.10 (B2-2 € 7171 -'- __........_.._..___ 7717_._ --�----__ ._._...____._._.._...._—.............�_.-.-t_ _ �.N�' "i"tV = "�fi'2� dC7°9/ _ ._.._....___._ _ - .._._._.....A_.. __._.___, 7117. ___..._.___._ -� f - € INV• OUT =1382.75 410 I _._1_.___771_.._ INV. OUT = 395.00 ; 410 I ; 400 --- ._.------ . _. 71.11.... _.� - SD 62 2 - ---7171. ___ 7717._ i _ ! I SD C2 7771_._ 7177.-- 7717._ ._ _ 11_ ._.. ____._. �_ ._.._.__ ___ _ --_17_ _- __111_.__1-- _11.1_.7 ___ __� EXISTING GRADE _.SD C4 -- 1771 _... _ _____ j 400 410 i I RIM=404.47 RIM=382.00 RIM=388.50 I € VDOT DI -3B L8 I I j 1 VDOT MH -l- PROPOSED GRADE i I VDOT MH -1 I I 405 ( = 4105 i 395 L___....- ___.._._._INV.OUT 396.00_ ____.______ _..._._._._ I INV. IN = 377.10 (C3) ._. 7771_ i._.._.. 7777- --. 7771--.__ ._..___________ ._._.._ _._..__ __...._.... __._._._.._._._I.______.__._.____ __-_1.1__1.1___ --___._._._.�.._._ _.__._._____ _..a.NV-,..O�=-.3g�,.�.e....-._._-1--.-_-.._395 i � 405 ._ ._._._._. _,......___._ I -__._--._____._.--__._- I._.___.._ I f INV. OUT = 377.00 1 I I 11 f E i I t i j SD C1 ` - - - 9 i 14 00 400 7117___. __ _ __...._.__._._ - _ _._._ 41001 390 7717._. __ ._._._._.. ____..___.___ � # i - 7171_. _________ .._ ES 1--_-__ __._._._ ......... _ 7717 ._._.___. _._.__.._ ..__ _.- ____._._.._ �_.- __ __ ... 7.777__-.._.__ __ _ - - - - 1717_._ - __ __.___-______ _.___.__;_. __. __..._.�., __._..._. t 1 M 00 PROPOSED GRADE INV. IN = 373.50 (C2) - - - - I--._._._._._.___ ............... 11__ q MN -__._. ___._._. ..ow-wo........_ ._. I,,','- !- 3$53851 ._._._ _........ ___T'_' ---7777_-........................._.__-i € _..........._,_._4 1717.._-... 1177 I _ ...................._..1111.....__._............. ._._._._- __....___ 7171.. .-............i 1111. m_____ ..-7111-. ..- _._.______ _._._.....__'---_ _.......... _- 1f3.95 __ ------._._.__._------_.('._..._._..........._..._...___._ t. 395395 _..____-____ � f ' 'A' f ' HYDRAULIC I ` I 390 8" WATERLINE j c 3!90 380 i I GRADE LINE __ - - 1 I j E E 390 7777_._ 7717._.-7171_ _ _........_.._.. _38.84 _____.._...._....___I_. _......._._.___ LF -15" RCP @ 2.32% € I _ - - - - - ___......_ _ __ .._ _ _ _ _ \_._._._....__.__.__._._ E _......_. _-- _._ __ _____ _ _ .- _ - i -7777_.-7-.. ._._.__._.___._ _ _. __ -- __........ 5 21 LF 18" RCP @ 0 91% 11 • I _3$01 ` j I ' 50.40 LF -15" RCP @ 7.74% I i SWM/BMPI f__- I I I 3$5 385 3185 375 . __ __ € 1 t._ _ __ ES3 : _ ___� __ _ 1.76 LF -1$" _.__ __ . __ - _. __ _ _ RCP @ 3.72% . _ _1177___ 7777 _ _ _._ _-__ _.__ ______ _._ _ .____-._ _ ._ ___ __ _ _ __._.......____375 7177; , I 380 HYDRAULIC GRADE LINE I 3180 ( (370 1 I 174.00 LF -18" RCP @ 2.01% 8" SANITARY SEWER'A' ;_._..__ Q i 370 ; 3$0 ---1717. __...____.__. __ 7771_. _ __.__._____._ _._.....____.________._ - -- __�___.__ __ __._______E.__ 7771_ �___.___ _ __._.___ ............. ---_._1 _ __LL;_._ _______ _....___€.. - ___ _ _ f i - .-, i I ( j Z EXISTING GRADE 375 J I I = 3751 i ` _" w I 1 ; I 365` 1375 ce ...__._. _._._._._ _--_.__..._____ _ w I `365 7__777._ 7171 _ __-. 7777 _.._....._. _ _ __-._ _ ___ __.....__ _ __( ___._.. _._.___. _ 7117___ 7117! _._ ._.7717. _ ......... ______..._.�..__ ____._._ _._ ....__._ _ _ __ _ __._._._.; _.__._.. I ¢m O I i i f 1 I 1 1 ¢ f 1 370 ; _____ -1771__- I ., 370 360 _....._._______._ L ___---___._--_ ._. ._�._____._. _ . _.__._.._... ___ _ 7717 � 7777._ ___ I 7171_. �_. _.._.... _ _ 1111.._ -_ ___...._.. _ 00 7177__. _.......__ __ � ... 3601 370 _ __ � I - -- 10+00 11+00 STORM SEWER 'B2' SCALE: 1"=50'H, 1"=10' 410 410 430 10+00 11+00 STORM SEWER 'A10' SCALE: 1"=50'H, 1"=10' B911mI 10+00 STORM SEWER'B' SCALE: 1"=50'H, 1"=10' 430 12+00 10+00 11+00 12+00 13+00 14+00 15+00 10+00 STORM SEWER 'C' STORM SEWER 'D" SCALE: 1"=50'H, 1"=10' SCALE: 1"=50'H, 1"=10' 11+00 12+00 13+00 11+00 12+00 W9NiI7 NOTE: 1. UTILITY PROFILES ARE MEASURED ALONG THE CENTERLINE OF THE UTILITY AND NOT ALONG THE ROADWAY CENTERLINES. 2. CONTRACTOR SHALL PLACE FILL (UNDER INLET(S) AT 95% COMPACTION AND EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR LAID EXCAVATE RE ENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. SHALLC 21A STONE IN AN 8'x8'0.C. COMPACTED AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8'0.C. COMPACTED STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. 3. VDOT STD. ST -1 STEPS REQUIRED FOR ALL STRUCTURES WITH A DEPTH OF 41 OR GREATER. 4. VDOT STD. SL -1 SLABS REQUIRED FOR ALL STRUCTURES WITH A DEPTH OF 12' OR GREATER. 5. ALL STORM PIPE, EXCEPT FOR END RUNS, MAY BE HDPE N12 WHERE ALLOWED BY VDOT. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �6TH OF j7� C� � ,� . Alan G. Franklin I Lc. No. 35326 .W " G �s�ONAL �: Cn Z Q J v! a- 2: J IX a _ o Z Q o Z Q z z IX � w 0 U 3: W Q W m H a � a 0 � w F� < U) 3:0 a 0 ryoo ISSUED: 7/6/15 SCALE: H:1"=50';V:1"=10' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENT SHEET _.. _.I -7 1111._-1 400 400 . ,,,_...._._,....«.. t..,..- ..,_-__....„.-.,,..,_._........._�.-..,..,..._._._.,_._._...-_..,»,.�..................._...,_._._._....,..__.._�..,..,,,,..............,..._................_....».....`.......,.,,_.....,,_.. ,.__..__..._._._...„ .-...._»»E .._._.._..,....._............ _..._....._ ........._....-«.„..,....«.„.«.«..»...._.._..........,..-._._...........,............,_._........,,.,,,.,..._.._,,,..._._...,..,_._....,,......,_,.,,..,..,..._._....,..,..,..,,..,.,_.�.,,..,..,,,. ..,...,-�,__..,-..,,.__.,,.�.. ,,.,,.�„-..,_.,,.,,.... ..,..,..-.y i I i SD E4 I C RIM=3£,4.45 395 VDOT DI-jB L$ 395` I I RIM=377.00 INV. 1N = 378.20 (E5) F k VDOT DI -3B 18 EXISNG GRADE INV. OUT = 378.10 E 390 i - I _ ____ __ __ 390 E _.__,_».�-_-__.---«__-_,._ � »_._..,._--_ ___.,...INV:4N--- 369.1Q (E) -�- ___- - __ __ _ E_ INV. OUT = 369.00 -- . ' I ` t t - / t /- ----- -- �- 385; 385 SD....2_ RIM=367.5 PROPOSED GRADE E �^"�- € VDOT DI -33 �.8 i E i ;380 / E 1 380` INV_1N..._= X6 ,0.0...(E3L. ______.. ________.»___. _...__,_,_-„ . _ „__.«__� _-,.__,. E,_ ,_ _ __, _______„ __,_ I NV. I N = 363.00 (E2-) I I WATERLINE FED TO TANK I INV. QUT = 362.Q E BY OTHERS 375 , ) € I _ - __.._ _ E ___ __375 z._1.__________1_1 _...-_.__.,....,..,_._......-..._._....%.«...W....�___W-W,«_-_..,........._.,.,_.,,...-..-..-.,,.,»..-...�.-__.__.,..__,_,.«�,»..-.-_ .,.__,..,_.__.e!t.»,....,.... ......._._,......__,..... _..,......_._.__........_ ..»- ..,..,..._...,_._............._..«......_.. ,..,...........,_...._...._ ...... ,,,_...,,,,.,.... ,........_...._, c ........_.....«.«__ .....»._..... »»._,.,,............_....._ ,,...-...` E ` ._ E ---------- V.1-.-1-_-.._1__-1_1 ...o._ I I I I - € E € E 37 I ;370 e _ 0; I E I i € E / I E { I E j .365 I 3651 _ _..._.- "�wm/BM.P _:__.. _..._........«.. » _. _ , E -_ - - - E .» _ _ ». _ � _ _ _ _ _. ; HS3IIII E ; E `: E 0 360. :360 231.60 LF -15 RCF? @ 2.59 /o F i 119.00 LF- 8" RCP @ Q.76% E E 25.62 LF 15" RCP E@ 1.76% E I HYDRAULIC I E 1355 ____ _.._»_ E -SD E1 �-.-_..____........»-f. _ _______ ..........».. ___� _ GRADE LINE _,______ � .-.-___.__.,_� _.____,__.__._____,______»..-,.,,..._»,_-__.__._„____._._ ____ - _ __ __- � __.___ E ____-____SD_..ES_-_._ ___........._--____-.__._____ __ __--__. 55 E I E 173.25 LF -15" RCP; @ 5.19% I - ES -1 I M =385.00 I INV. IN = 362.00 (E2) I E ; VDOT DI -7 i 1350 I ! 350` .________»._..___.__________.__.„_....__-________�-___ ______.-___�__________�________E_______w..______W____-__ !l�IV 01�T=_37865 -____�__,.___.-.________;_._.______.__ ____ ..___- I i E I ! ` I E I '345 3 t EEEE ` _._......»»» ` e f TE t I : X340 j E 1 3401 II �__._»_._-___� .-_-__.__«„_,_ __.__._�__.,__.__,._. �--__._____,�,_..__-_______»_.-._.___. _____.__.____.... __.__ � ___� __ �__._.__________-__._._._-__.__W______-_.____-.__»_,._�_____. 10+00 11+00 - 12+00 13+00 14+00 15+00 16+00 STORM SEWER 'E' SCALE: 1"=50'H, 1"=10' 420 420 420 E . :415 I S F I RIM=401.00 VDOT MH -1 410 I SD G1 i INV. IN = 393.10 (G6)_»_ __.___.. ». __ - I_____SD G6 410' __._».,.._.,.__ __ ....._.._...__ RIM -397.70 __. ____._»_._........_ INV. OUT = 393.00 ES -1 SD G4 VDOT DI -7 f 405 E INV. IN = 3$1.00 (G2) RIM=389.27 € INV. OUT = 393.70 405 _ _-_______w__.__ ,,._. ____.___._..«_- _.__,_ __..._ - _ _.1....____ VDOT DI 7 __ s__.»_.,......_.� __.-______� _.._._____..»__,__.. _(_ � ___ � __ � .-_-_____-__.__.-__.__-_.-__ INV. IN = 385.00 (G5) E E E - E - 4. INV. OUT 38 90 E E I HYDRAULIC E E 400 I 400 - ____-� _-_._ �___ ___».._._.__..___ _ ..___._._ - __.__......._ __;_.»_ __..... - ___._ ._ GRADE LINE � __. _ __._,. « .»-«_. _____,..___.__- ........_._._._». _-__,,..».«..._..,___._« PROPOSED GRADE i '_ I " I r I WATERLINE 'A' I ; 395 E 395_ I (' �......._,«..._...._......-...,.._......._.b_...._._................_...,...._...._._._»�......,_._...._.....,._._.....--,,.,.._...........,...„...,,L.--,..,..,,,.....,..,...„.„«�........,..,_,_..,,_._........«._..„.»... �.... �,.,,_ � .....,..._._.__,_.....,...._....._...._..,....._.«..«.... .�'�......-.....»-.........__«_............._...-_�,..,..,..,_.�,__,.,,..,. 1 144.27 LF -24" RCP @ 1.51% EXISTING I E , 1 390 1 i 390; GRADE ...„._» _�__. »_ _--._.__ _-� �____».« . __ „..__�____ _. _ _._ ___ _ _____ __ __ ____________ E/ E ........,_..,...... ` E . 4 60.00 LF -15" RCP @ 1.00% E I 385 385.1 104.29 LF -15" RCP @ 7.67% SWM/BMP 43.50 LF 15" RCP @ 2.57% 80 F I :380 / E 3 E E : I / _ 1 E SD G2 8" SANITARY i I E ^' 375 375 V ___�__ »- - _ W RIM=390.03_ I VDOT DI -3C L10 SD G3 I I 1 8" SANITARY SEWER'D' INV. IN = 383.28 (G3) RIM=390.03 E E E E 3701 ;370 VDOT DI -3C L 1 _�..»_.. _ INV. OUT 383.18 € � _._E �____.__�.....,____..___,.._._.______._..______..._.„__..�_____..__...____._.___.__.__._._.__.__...._.._.�____�__W ._.___._ _._.__. _ INV. I N = 3$3.78 (G4) E I I INV. IN = 383,78 (G3 1) 365 32.16 LF -18" RCP @ 1.24% _INV. OUT = 383.6$ 365: __� ___,.«..--_� ,__� „._ _-_______ � __W___»_» _�.___�___..__--__�____.„.__-�-_______.__ _._ ,_._______ _____,________, � � _____,__-_-_-___._.____ � _ I E i j t 1 ii E i X360 ` 360I 10+00 11+00 12+00 13+00 14+00 STORM SEWER 'G' SCALE: 1"=50'H, 1"=10' 430 430 430 10+00 11+00 12+00 13+00 14+00 STORM SEWER 'F' SCALE: 1"=50'H, 1"=10' 420 420 420 430 SD G3 415 _ � __ = 415 - RIM 390.03 !VDOT DI -3C L8 I410 11NV. IN = 383.783 (G4) 410 I._.�..»..___,_»..._-_,.„___. - _ _.___-__. __._IINV. IN = 383.783 (G3-1) _--,_ _-1 INV. OUT = 383.08 I 1405 SD G3-1 E E E_-____.______.___-_.___.___.»_-.._.»_._-_- E -----RIM=390.87 I VD07 DI -3B L6 E 400 __ __. _,_____L iNVEOUT = 384 56 E E i PROPOSED 1 GRADE .395 395; ... y_..,....,_.,....,._..,.,,_._........................_.,.,..,,,,,,-,yE s. i 1390 390;I __ ____-___.______________-; A 11;1 E J 1385 385 N 1380 380: E HYDRAULIC I E GRADE LINE ' 8" SANITARY SEWER 'D' E 375 375. i e E 370 ______ _._ 370 _.`.,._.___,E II ° /� 166.81 LF -15 RCP @ 1.17/° I W `365 w 365E E__....._..______._._..-..,___,_._.___-.,_._._.__................. .__._.... I- _ _..,-..-...E _.._._...._.-.. ;360 � 360 10+00 STORM SEWER 'G3' SCALE: 1"=50'H, 1"=10' 430 420 ,..___• ....._,__.............._._._.»»..-..,-.-_.___»..., _.... ..-.,..,,.,_._._.-„,._.._.-�,.,_.,,,.,,.,-.,-._.-.�..-__,._. - ...,-._,__......�.,._._.,.,.,._.,-__.-..._...._......,.-.,.,.,.,.�..,...._.,,.,..._..,,.,.,..,.,,,.,,,,_.,,...,.........-..,...._.,.,..,,,_-.....,..,..,-.,- I________ t E ! 1i ` t '425 E E ........-----.t SD 16 425 .._............................�_,,,-.,,.,,., _..._...,..,..,__..... __._..... ..,..,.,._ _, _,,,..,..,..,-..,,,,,.,-..,,,,.�,.,-,,,,,._,.„�.... „ »__ _ . -.,._-_-.-.-...._.,__._-_-..,.,,..-.-..........,...,...-._...-.-.-..._______.,_4------ ., «._.»_.,..._...,-..,... ..,.....„. : : RIM=405.50 VDOT DI -7 420` 420 I 73.44 LF 15 RCS @ _7.9_2_%______'______- I SD 15 M =405.00 . E E 415 I 1 VGTOT DI -3B L6 4151, -..,...__.�-.......„.-. ............... 1..__......_..-_..�,,,,-.,..__._„._...«..,..-.-._.,.._...,..,,_„-..-..-..-,.-.,-_�....,,,,--_,.-.-»-. E...._,.....-.........VI�Y'3"....,..,-_.__..-..,-..,..,....,,.....,..,_�-.-..-...-W.._....-......,.„»L .. ...».,..- .«.,....__.__«.,.....-»._z...»..._.........„„.._._..........._..,..___ ____________________41 .._�,,. ,,,..,..,...,.__._. „y i.__ _.____.________._.__._.___-.__.___.__»- RI/�=398.45 INV. IN =:398.10 (16} __ __ I PROPOSED GLADE VDOT DI -3B I8 W/ SL -1 INV. OQT = 398.00 1 [410 I _ I E 4101 : �----lN�f• IN X89--75 (I4) E _.__....-...__..._.._...___� _._ � _ __W�..__�____________.____ __._.»»...__»_�E WW - ________________._._.-_. ___-___r____I_ _„ - EXISTING GLADE INV. IN = 38&i.35 (13-1) -- - ` I E 405 INV. OUT = 386.25 - E - ' J 4 E DD,.I2,,.,,.. - _, -. 05 _____._ ».__ ...__-_______..__.____�-____.W �.___ __. _. t W Wy�. ... RIM=393.00 - - I I 400 VDOT MH -1 J . E E 400 i - �_.-___ - _.._.._I„.__.__.__.__«_._.»_ __-._._.... __�._„,.._ ...._ - ---- ... __._.___-»_.. _ __� _.__� _____-.»..._.-__»..«___,_.- __._..,,...-_- _ _ .... _. _. ___ _.____ ___.w._..._...._.__-_» __ -_._.....„___._.»_._» ___ ___., .,-____I'NV--I4 --=- 383.64 (l3) SD 11 INV. OUT = 383.50 - i I 395 END SECTION r € ~ / 45.64 LF -15" RCP @ 4.16% 3951 -_ � -.-__ __,_,_.,„_._. � __ - -� __-__-_ -.- -.__» W_______,_-_______-.- _ .,._ ___.. ____� __.__... __._ I__ ______._ ______ . _____, ._.__-_._..___._:__,.,.__,,,___________,_,_,_.,,.,-._-,_-_, .»__.,. _ ..,..,__.. E_._-, _._....._ _ 11 E HYDRAULIC ; INV. IN 381.00 (12) 8 SANITARY I GRADE LINE 1 SEWER 'N° 48.85 LF -15" RCP @ 4.77% E 1390 390€ 4..__ _.»»- p I / E i 11IS[ 14 I E RIM=402.97 385 - VDOT DI 3B L6 385 __._,_____._ _ _____ ca ....._._ _ _ _ ______._.____._-- _ I W W E W IN. IN = 395.67 (15) _„.1 1 I INV. OUT = 395.57 ;380 > 380: :..,......,_...,._._.„...«..--_....-.._ ............._-.- ..,,,-.., L..-_..,.__.,....-..-.,..,-.___»_._,....-_...-....-�....,-._..,,..-_.,,,.......,,..-.,.,...,..,..,.__.,_E.._..-_,__,.........-_........-..-.-.,-......--.�,..,..,.,,.,,_..,-,,...,,-...,_.,...,-.,_....-_,.,-._.._._.,....-.a_-._..,._._._...__........,.__.,-_._.,....__ ..,..,. ,,,.....�,_.,_cy ...»......-.......-__._».._......., .,, ..,.., .., .....,........,_..,...._._..,_....»-_._.....,......._..._.»......_„__._..-..,-.,..,...,_._._._._.: E w w I W E E �/ (� I E i t LL LL w E{ ` W 375 120.62 LF -15" RCP @ 2.20% w w I- 1 375 - .. . ..,.-..,_-__.,..,,._.................--.,,.,..,,,,,..,--,___.,-.,._..,,. »",....__ .._,,,,.,__,..,.....,.,,.I.,._. __..-.,-_.,.,- _..,_. _....___-,. „,..-. __,. _ �,..-. »..„»». ,..-•_«- _ •_»__.I__.....,.......,..,,.,,,,,_,_......... ,,,_,.... I Q Q - .._ »... _ 120.72 LF` 15" RGP @ 2.07% I e € - __ t . f L1370 «_�»_,___ �-___-,_-__-�-__ �__� _.__�__�_-. I 370 ,,,,,,,,,,,,,,,,,,,,,,,,_.,.....,_,...,...,_..._...........,..,..,.._,,.._.._... __ . .. _ _....,.... _ _. 10+00 STORM SEWER 'I' SCALE: 1"=50'H, 1"=10' 10+00 11+00 12+00 13+(00 STORM SEWER 'H' SCALE: 1"=50'H, 1"=10' m ____ .--------- ._...,.,.........._..,._._j ........-__.._... 8" WATERLINE 'A' € PROPOSED GRADE 415 41.i 't E SD i13-1 E EXISTING GRADE I I RIM=394.00 D132 410 VDOT D! -3B L8 E S 4�.0: „_,__.„»-WINV. IN = 3$7.00 (13 2) RIM=393.60 I E INV. OUT = 386.90 E VDOT DI -3B L8 I 5 13-3 INV. IN 387.3 ______________.___` 6_� �_-_-_--_-.-_ - �T�I,�ii,IiiiI. ( 4051 ) _„1 ___ __._______ ____ ..._ _.._. _____ __---INV. OUT = 387.25 HYDRAULIC GRADE LINE I SD 13-3I E 4 01 0 ;400 »_,_...._..___ _ _,__ __._ -„ _..W._ - ___ __._, _. __...__ .___ __ __.__ _.._._-_..._RIM =393.00 _ - VDOT DI -7_..,.._____ INV. OUT = 388.90 E :395 E 395: I [ E ;390 . 390; ;_........._..._..»».,,_..-.._._-.„.-. I _ _., ..-.,_-._....... ____.,.,_............. ._.. ...-»._._...,.._,�..,.,,_ ..... _--.,,.,-.,,.,._._...,_.._.__.._...._..._._...._ ....-..-�-.-�.__._._._ € I E E EE s `3$5 I 0 385; ____._ _.__..,....„- _27.66 LF -15 RCP @ 5.60%__,_-_-_.__-......__.,._..___.< I E E i EE \______.,_8_"SANITARY SEWER 0380.380_______-_._.____._,-_._______ __.__.� »_._.______.___ E 32.59 LF -15" RCP @ 0.77% I E 375 73.52 LF -15" RCP @ 0.75% 375 ...... ......._..__p._-_..-..._ �,.-..,..,..,,,,_..,_,._..,..,.....,_ _,_-..,.._.-.»..-..-..-..-..-. �i..,..-.......,,,,._•___-.»-....-..-..-..,,,,.-...,_...-..,__.......,-.,-.,...,.,.-_,.,-_...._.--_,»„.....-.,A.�_-.,,_-__.....,__..,,.-.,,,....,E I SD 13 W WI RIM=398.45 ;370 I �� 1 _ _ ..W370 I - _____.___ ___.� . ____� _____.__.__.__»__ .. --VDOT DI -3B L8 W/ SL -1-- ` w// w' . INV. IN = 389.75 (14) E LQ E 365 w Lw I INV. IN = 386.35 (13-1) 365 INV. OUT = 386.25 ------ - - [ I 360 �' �" 1 3601 11+00 12+00 13+00 14+00 10+00 11+00 STORM SEWER '13' SCALE: 1"=50'H, 1"=10' 420 .....„-.._...-__.__-..._...-..»_� ..---- ...........................__,,,,.....__,._..,.,...,..,_„-,........ _........_..__._._..,-„- ......_...._...__......_ ...„_._. E E 420 I I €415 i i . €_._____ __.- _„._______._ . ____-___„__ � € _,_E.,. . 415E ____________ _E E :410 ._ _ e - __,._..__ __„....___ ____ ._....,,a,____ __ ___ ____._____..,_-_,_._.__I_____-_.,.__�-._.--_.,__..„� ___....._. 410 � _ � _.___.___..___._-_ E EXISTING GRADE :SD K2 I E 1405 405 E _ M 396.45 1__� 405 425: _; -_-________-�...__-.___ _ _�__..,.____- ___.-__�-______�„»-__»„w_„_�_-___ T DI 3B L8 INV. IN = 393.60 (F4) E E PROPOSED GRADE = 3'190.10 _ - INV.IN 393.60 F31 ( ) 1 ;400 LINV.OUT=3I90.10 I� 400; E._._.___.___.__.____ __W___._. _.__- E� _._ __-........_._ _ __ __ _ _._ ___ .._.._..., .__E I HYDRAULICf.1395 415 Z RIM=394.92 GRADE LINE€ - - 395E 96.00 LF 15" RCP @ 0.99% 385; ` 415 � _ VDOT DI -3C L6 t / i E 1390 E 3901 , __.____. INV. IN = 388.17 (H5) t - I PROPOSED .385 ; , - ' E 3851 -- - GRADE 8" SANITARY SEWER 'E' E 11 Z I 1400 :_..,,._......._,,..«__...__.........._.....,._ ;. _._._,..„. ...._...._._ .,._...._._.. .....,.._.... _ ......................................w...____W-..,,,-__._____.__I E :380 E 380: ; 1 E I 151.40 LF -15" RCP @ ,1,39% ;395 - _ 1375 ;... ,,.,-.,__._ I _,_._.-.._.«_..,__.,..,-._.. __.._.„.„_..__...._ ___._..._.__--_..._,_.__-,.____„,_._._._,_,._____,„__,..-_-..._-... I 375E E390 ._.,...,.__,.._._,__ -,,._-_»---_.-.,_..-L.«_.- SD K1 I E ;370 I...................................._...,.., INV. IN = 388.00 (K2) ..,_.,..- a.....,-«-.-_«»,.„,.»_...,.__.....-,._..__.....,-.,...,_._...,..,.-..,_........,_,,..,,,-_......-.,,_.._._....,-.,.L_--�-_ _,,,,.,_-.,,,._.-,....._._-..._..,._..-..._.-.-._,.....,_.._.._.,_..,_........_. ` 370 1 E :365 _,....-- -__i_...,. ..........................-..._ .__ ..,..,_E.,,..,_..,...,......_..,..,.....,....,-......,..,...,-....,-.,......-_...-..,..- _.,,,.,_...,.,,_,....,,,._..,,--,,...,,._,-_-_-.-._._..,,.w_._......_..-..-�,..,_..,-..,,.,.__..........., I 3651 ._.E j. 360 .-.,._,-�.-,.-��__ E I ..............._-_.___�_.,-�...-�..,..-....-..,........--i-�.,..-,...-,.-..,-.-..--,-.....-.,.,_,..-..-....-...-..,,-..-�-»_«-_--_--_..-._.»..-.a._.�..,_�,..,-,-._,..-,.,..,,..__,,.,....-.,-_-•-_,_....._.__...»...._..._.,... E 3601 12+00 10+00 STORM SEWER 'K' SCALE: 1"=50'H, 1"=10' 430 E I I 430 E f___».„....,.____.,.___w fE ` SD F3 E E E 4251 E ` F ` RIM=401.50 1 I 1425 E� »_......„.,.__ � _____ � _ E___. VD T D I B L 0 3 6 ____.,_._E_.__._.._.».,.____-.-___ 425: _; E INV. IN = 393.60 (F4) E VDOT DI -3C L8 _1________J. 1420 _ - INV.IN 393.60 F31 ( ) 1 420E 1._._.,..«_.__,_,_�_»»„- EE � _,INV. OUT = 393.50 _ „.v___._,__..__._________4 Et E 415 I SD F3-1 415 Z RIM=394.92 3 6--�-----__._ � -.. -------- VDOT DI -313 L RIM=400.69 96.00 LF 15" RCP @ 0.99% 385; ` 415 � _ VDOT DI -3C L6 VDOT DI -3B L8 � SD N2 . INV. OUT = 394.69410 410 I LL E __.____. INV. IN = 388.17 (H5) 1405 iE I PROPOSED 405E E__._.__-_.......«».______ { � -.I _ -- __ - ___-__-__-. -- - GRADE .----___.__ t' E 11 Z I 1400 :_..,,._......._,,..«__...__.........._.....,._ ;. _._._,..„. ...._...._._ .,._...._._.. .....,.._.... _ ......................................w...____W-..,,,-__._____.__I E I 400; e E ` ' E ; � ;395 - _ 10 ------ F E 395E � E390 ._.,...,.__,.._._,__ -,,._-_»---_.-.,_..-L.«_.- . i _..,-.,._». ._. _.„,.„_...__._ ._.,.,._ I a__ _.,._.._ _._..,-,.._.«._..__._,__.,.._,_.F i E 3901I E E EXISTING 1 - i GRADE ` 1385 I E 385: E HYDRAULIC _ __. E E GRADE LINE ;380 ___........__._„...__1; (-j .. �- „„_--» „ -LF S _ 3801 E ___ _-I ._ E 67.83 -15" RCP @ 1.61%„__._.__ RIM=391.80 E °375 ----- -F-- . GRADE LINE __-.._-___.,»_,._. I - _�--- - -----/=VDOT VDOT DI -3B L8 ___ 375; .....�........................ ...`Q »„.„«...,..-._.._...._•_•___---.,....-._..„_..,.-.,-.,.__..-,.,..... i 2 E_.........W,.W._.....__„_... ----- .,.,,..,-_....«.i E LL I Lu 85.83 LF -15" RCP @ 1.69% f E 370 t= `� ° _`__�.-___ I 3701 / f 10+00 11+00 1.1111-1.11- STORM SEWER 'F3' f�� 1 -,-,.__ SCALE: 1"=50'H, 1"=10' -1 430 ;425 I_.....,.,,.,__..,,,,___._,.._,�..._..,..,...,,_.,_,..�...._,-._„-._.-„.,..,_._.„....___._..-.-..,..-._.....,._._._.......,.,„-_..,.__.__._ E I I . E f___».„....,.____.,.___w fE tE ...................__,._.._..........,.___._.__. E E E 4251 E I E E420 1 Ef 390 1 E I E 4201 3901 _ ___.......__ ___.____ __.__._ ___._._,.._.___.____.__.___11____.___-__-_ VDOT DI -3C L8 _1________J. I . SD H4 RIM 363.79 F - INV. OUT 357.90 F RIM=394.92 3 6--�-----__._ � -.. -------- VDOT DI -313 L ______ 96.00 LF 15" RCP @ 0.99% 385; ` 415 � _ ` VDOT DI -3B L8 � SD N2 . I 415 . F...... E __.____. INV. IN = 388.17 (H5) E._ _ _._..._..___..»__...,.._.__� SD H4-1 E E INV. IN - 3 4.10 H4-1 $ ( ) - - RIM 392.33 INV. OUT = 359.45 1410 E. ---- _--____________j__ `375 INV. OUT = 384.00 _-____4-_-__ ; � __.-,_._____.-___ __VDOT DI -3B L8 10 ------ I I I E � -f E INV. IN = 385.15 (H4-2) E I 1405 1 - . __--- = IN T - V OUT 385.05 E .+051 --- I EXISTING GRADE 365 E 1 'SD 360 E - II E H4-2 . 3601 400 1 1HYDRAULIC ___ _-I ._ ._ __________ _„.„...___.__W_._._.____ ` RIM=391.80 400; ,_ � __._ - ----- -F-- . GRADE LINE __-.._-___.,»_,._. I - _�--- - -----/=VDOT VDOT DI -3B L8 ___ € I 350 »» U „ 15" RCP @ 1.59% __. ` _,>> __._.»_._ U > _ w »_ ___.„_,_.__._�»»-_____.-__.__ � .-___ _ INV. OUT = 385.45 I Lu 85.83 LF -15" RCP @ 1.69% 1395 Z E E E E E 345 W E / f 3951 E 1.1111-1.11- 3: f�� 1 -,-,.__ _ . E E I €390 L__.,.-,...__.... -1 `� € ; 390E Ill-'' .. ... .............. .. _. .....,.,... ,.., �,_.._._.....,._ _ _..,,,,,,_ ._._._,..._._._._._- -.,---.,.»,__._.'..._.-,.....-....,-... PROPOSED GRADE ....,_„_...,E 1 :385 38 5I _____ - _. __ � __ _.____._._.......__ L8" 380 1 U U SANITARY SEWER'D' E 380 E ...,,..,_.,,,,..,_..,_...,,_-..,_-_._._._,_•_ W .............. I --I _......._.»»_______._._--_ H . _-_...._.._._._ ... .,,.,,..,_.,-, i _-__-- _...�.,-....,,_-_--»-_....._._.....-_-.,.--_-.,,.,,..,..,--,....,_......,,,,_A __._.,.._..�„-_._...-..,.-.. e __ HI Lf Lu w 8" WATERLINE�'B' E I E375 w � --L ---------P 3751; 1 3 € 33.87 LF -15 RC @ 0.89/° E 370 r+ - - E 370 10+00 11+00 12+00 STORM SEWER 'H4" SCALE: 1"=50'H, 1"=10' 400 400 t,,._ ............................ E ;395 ..,..___,.,.,..-,,.,„.,..._„_._-..-...,.._�_,,,,.I_-.-_...._...-..-..,,,.,..,.,...-..............._.,...,,.....,....,_,._.....,,..,�.,,,,...,........_...„....,-_-..E,......,...,,..,,-„-,...-..,-.,-_�...,�..-..-_...._..._...-...„..».,._..,-.,...,_.,.........,......._.,,.,,...,..,..-.,. I . € . 395 :..........................._ 6 „_...,_.,._- ...._...._-..,_,..-_.,-..,-,-...,...-.,-__._...-....-,,,-..,..,'.-,..,....-..-_._..._._..,_...-.,..-,__,_._..,_.,.._..,__._-__,,._,._.....„ EE ......-,... ,.S-_.....,_.. S D N 1 Ef 390 E E ':,RIM=363.80 3901 _ ___.......__ ___.____ __.__._ ___._._,.._.___.____.__.___11____.___-__-_ VDOT DI -3C L8 _1________J. SD A5E1 INV. IN = 358.00 (N2) RIM 363.79 - INV. OUT 357.90 385 _ � ____ 3 6--�-----__._ � -.. -------- VDOT DI -313 L ______ _._.,___ � _-_-.__.__»„__-.___ __ _.._,__-_.____({ E 385; ` INV. IN = 357.39 (A5 2) � SD N2 . € E380 = 7.2 A5 INV.IN 35 9 ( ) _ - ;RIM 365.95 3801 E._ _ .__ __, _........_-_ INV. OUT = 357.29 __ _ ._...____„_ _ _ _____.....„_.»____ VDOT DI -33 L6 INV. OUT = 359.45 `375 375; E EXISTING E � -f ` 370 GRADE ._ _„___.W.__.__.__.»_.»_. _ ' , i ' W 370 ; 1 - . __--- 365 --- I 365 E,.....,,...._.....,,.,_.., ..................................................................__._..,.__-,.,..,........._. 360 E - II E PROPOSED GRADE . 3601 1 brz._.. ________. ___ _-I ._ ._ __________ _„.„...___.__W_._._.____ __ Z E . S-____________*._...,.....--._........,._..-._._..-..«_......-,.-. _-a»._-_.,-..-„- ....-_.......... .,,..,..,_,,......,,.,- ...._. E I355 t I 32.00 LF w w I 350 »» U „ 15" RCP @ 1.59% __. ` _,>> __._.»_._ U > _ w »_ ___.„_,_.__._�»»-_____.-__.__ � .-___ 350 ; I Lu 85.83 LF -15" RCP @ 1.69% a Lu Z E E E E E 345 W E W W E 3451 E E 3: ��/// '�f' 340 -1 `� 340 11+00 10+00 STORM SEWER 'N' SCALE: 1"=50' H, 1"=10' 11+00 NOTE: 1. UTILITY PROFILES ARE MEASURED ALONG THE CENTERLINE OF THE UTILITY AND NOT ALONG THE ROADWAY CENTERLINES. 2. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION AND EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPECTED VDOT STD. 21A STONE IN AN 8'x8'0.C. COMPACTED AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8'0.C. COMPACTED STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. Alan Franklin k a lin PET LL Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com I N H OF UI �� V I Alan G. Franklin � Uc. No. 35326 W (y 1I ^ � s Ch ISSUED: 7/6/15 SCALE: H :1"=50';V:1"=10' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMM EN_ 04/26/16 - VDOT/ACSA/CO COMME 06/13/16 - VDOT/ACSA/CO COMME SHEET C3.3 15 of 26 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com �VTH OF �� r G � Alan G. Franklin Lic. No. 35326 O � ti �s10NAL �� ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENT 04/26/16 - VDOT/ACSA/CO COMME 06/13/16 - VDOT/ACSA/CO COMME MEN= * Tl used for curbs w ithout. gufter Table 8: Pipe Design Table PIPEDESIGN TABLE n .0.0251or VMP n 0.013; for RCP n 0.01 for HDPE --- I Hydrology WPM ------------- Not in Fhase. esign Pipe D iPipe-run:'E mmm;' ipiperun:H - ----------- Pipemn -J ,Pipe run: N �P*Juwo �• f MM® i s M=®®®�NgtinFhasel(designTBD)li Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF IrI Alan G.Franklin Lc. No. 35326 ti 1 SNA L ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENT 04/26/16 - VDOT/ACSA/CO COMMEN 06/13/16 - VDOT/ACSA/CO COMMEN SHEET C3.5 17 of 26 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF Alan G. Franklin Lic. No. 35326 10NAL ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMEN 7 04/26/16 - VDOT/ACSA/CO COMME 06/13/16 - VDOT/ACSA/CO COMME 06/17/16 - VDOT/ACSA/CO COMME SHEET C4.0 18 of 26 U) r) < ry 0 J �� z> � z � D 0 u -j W co j < u -j 0 ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMEN 7 04/26/16 - VDOT/ACSA/CO COMME 06/13/16 - VDOT/ACSA/CO COMME 06/17/16 - VDOT/ACSA/CO COMME SHEET C4.0 18 of 26 ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF 41 Alan G. Franklin Lc. No. 35326 10NAL ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMEW 04/26/16 - VDOT/ACSA/CO COMMEN 06/13/16 - VDOT/ACSA/CO COMMEN 06/17/16 - VDOT/ACSA/CO COMMEN SHEET C4.1 19 of 26 (n (Y < Z ry 0 0Cn > rfoo D 0 u -j LLJ U-1 � a ry Lij 0 (Y ISSUED: 7/6/15 SCALE: ill = 50' REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMEW 04/26/16 - VDOT/ACSA/CO COMMEN 06/13/16 - VDOT/ACSA/CO COMMEN 06/17/16 - VDOT/ACSA/CO COMMEN SHEET C4.1 19 of 26 nnn AOn YLV -- 15" STORM SEWER 'I' 415 ! 415 ; f 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE W SCALE: 1"=50' H, 1"=10' 420 LLJ m Q W U) O O N M N LLI Z U liwivEs 16+00 17-00 18+00 _._ _. ...... .... ....... .. ....... _. _ . _ _............................. _.._._.. 375 i i 370 --------- - -__.EXISTING > i i--- EXISTINGGRADE I 365 I 360 00 GRADE 4" CLASS 53 355 _.... ............... ...._........... ...................... i� ..._.. Lu uj DUCTILE IRON PIPE, (TYP) -------------- i 350 x -- ---.._ 390 0 i 345 LL 385 W i 340,11 _. i 365 w L7 w380 380 - -- ----- . __. - I .............. w 375 -- md - - - -- _ _ __---- - - -_ _ _ ------- �o 375 ----- w Z W Z w z Lu 370 i Lu 370 --------� _.-____-- -- - --------- - --- _ _i.__ _. ---- --- ------_.... _. - _--- - ¢ U i 360 > J J .. i ¢ 365 _. ._ .___.. ___._..... ........ _._..____....._.. .._._.......___ i .. 360 co Lu H Lu u,u Lu Z m 360 ---- N - >-. _ --------- _. -- ----------------- (�J ---- fY CL f(Y fY w W W w LO w � 355_____ Lu ►- tQ w >Q W lmY Lu r1 w p z w 355 (Dbo > - ¢ __ - Lu m - _ -- x 355 Z w ¢ z x - 0000 350 co d- *- -+ N ; 11, 350 LuLu J `N,, W W W W W W s✓ W W W W W W W W W W W W W W 350 ¢ w w W W c W c� W v W v W v W c� v c v v v v W w v c� c� v c c� v v v v v ..... ___. ___..... t n V _........... ..__ __. ........._....... .. _ _ _..... �— _. _... I--1 > H > 1--i > - F -I > I--1 > 1--I > > > > �' > _ .._............ > > > > > �' Z Zo c C � fY � si w C' w ce w oc w 'X cc w w w w w w (Y w w cc w w LY w w x w a x w w w w w; w w w w l cn cn cn to cn to to to cn cn sn � CL X V) cn LU V) cn � r1; � cn tY cn a LO cL cn fY Ln fY cn fY oC _ ca fY to 0! = co cn ce 345 w � LU w ww_w._ i w w w w _. w ......_._ ._._._ w w W w w w ~¢ w w w w �� d ¢ Q ¢ ¢ ¢i ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ x W ¢ 'S 'S 'Si .� .� _ �i .� i >¢ 7 = .� 340 ,-f I— LL ;-, ;-f -� ;- ;-� -, W ;-� ;-� ;-� ;� ;� ;� ;� ;-, w ;-, 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE W SCALE: 1"=50' H, 1"=10' 420 LLJ m Q W U) O O N M N LLI Z U liwivEs 16+00 17-00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26-+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 WATERLINE 'A' SCALE: 1"=50' H, 1"=10' C O J Lu m LuW O O �f7 N co N z_ J U H Q 410 410 405405 i _. __ ___ __ _.. __. _. ...... .... ....... .. ....... _. _ . _ _............................. _.._._.. 375 i i 370 --------- - -__.EXISTING > i--- EXISTINGGRADE I 365 I 360 00 GRADE 4" CLASS 53 355 _.... ............... ...._........... ...................... i� ..._.. Lu uj DUCTILE IRON PIPE, (TYP) -------------- 395 -390- 350 x -- ---.._ 390 0 i 345 LL 385 W i 340,11 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26-+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 WATERLINE 'A' SCALE: 1"=50' H, 1"=10' C O J Lu m LuW O O �f7 N co N z_ J U H Q 410 410 405405 I i --------- - -__.EXISTING i--- EXISTINGGRADE 400400 PROPOSED GRADE 4" CLASS 53 395 - _.... _ DUCTILE IRON PIPE, (TYP) -------------- 395 -390- -- ---.._ 390 385 a 385 - -- _. w380 380 - -- ----- . __. I 375 -- md - - - -- _ _ __---- - - -_ _ _ ------- 375 ----- w Z W Z 370 Lu Lu 370 --------� _.-____-- -- - --------- - --- _ _i.__ _. ---- --- ------_.... _. - _--- - ¢ i ¢ 365 _. ._ .___.. ___._..... ........ _._..____....._.. .._._.......___ _______.___.__-.-_. 365 _.._ 360 co Lu H Lu u,u Lu Lu u m 360 ---- N - >-. _ --------- _. -- ----------------- (�J ---- fY CL f(Y fY w W W w LO w Lu 355_____ Lu ►- tQ w >Q W lmY Lu r1 w p z w 355 > - ¢ __ - Lu m - _ -- x 0 x CJ 350 co d- *- -+ N 00 11, 350 10+00 11+00 WATERLINE 'C' SCALE: 1"=50' H, 1"=10' .m 12+00 NOTE: UTILITY PROFILES ARE MEASURED ALONG THE CENTERLINE OF THE UTILITY AND NOT ALONG THE ROADWAY CENTERLINES ALL 6" WATERLINES SHALL BE CLASS 52 DUCTILE IRON PIPE ALL 4" WATERLINES SHALL BE CLASS 53 DUCTILE IRON PIPE ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATER MAINS IS 12" THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINES IS 18" 3' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE 10+00 11+00 WATERLINE'D' SCALE: 1"=50' H, 1"=10' w 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17-00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 WATERLINE'B' SCALE: 1"=50' H, 1"=10' 13+00 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com "�'VTH 0F r Alan G. Franklin Lic. No. 35326 W LONAL ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTSl SHEET C4.2 20 of 25 0 0 + N N a H cn W Z J _ 0 Q WE 390 26 iiii ! _ 1111 . . .. ... 410ALL i _ . 48+88.32 . -,ii . ... i ... i ii I .11.11.. .. ... ......... ......... ......_ . _. ...11.. ._._._...1 1 1..1..11. .1--- ',, ..:.. .._..._..... ...- ... ....... -111.1 ....... .....--. ... . .......... ..1-- 111_._.._....1...... .. _.._... . i i,, ii: i :1111 SS A16 390 385 1111 38+54.19 1.111.. .1.1.1. .. ._. ._ _ ..... ._ . . i ... ._ .... ..11.11 ... ....... ........ ._....... .........--. ... ...... . _..... ..... .........._... ........ .. ..... 1111 ... ............_. .._..... 41.05 .. MH 1; 1111_ _ . ....... 385 ......... 380ii 1111.. - INV. IN = 377.20 :1111._ - N I 400 INV. OUT=37700-- --- ---- ---- 385 - __1111 __. 11..11.. .... .-- .._. .11.11_. .1-11 11- -. -- - - - J _ . _. .._. _ .. 1.1.1.1__ _ ... 1.1111 SS A6 r-- _--- r - - ._ .,-- .. < 380 1.1.11... . ....,... ......- . -. - 1 _ .. . 1.11.1... .......1.11.1 -.- .11.11.. ... .-.. .1111 40 1111_ ... _ _._._. w_ .. �._._._ c� > .... 1 1.11...... ........ .. .111..1. 1111.. _.......... ... .. . -- -� a SS A5A 20+51.99 ... 1111 _ _ _. 1111._...... _1.1.11.. 35 _. _.... _ _.. .11.11._._._. .11.1.1.._ _ __.__._ 1.-----'"''1- ___._ 1111-'""". I ��, 1111._. _ 1111 _ 1111__ _ __. ___ - 3651.1.1.1.1.1.1.11.11,11,11.11.111,1.11,11,111I _ 1111._... ,.1111_. .1111 ii. 1111_ 1111 _....._. . _ . _. 1..11..1.._.. . -. _; _ SS A5 11.1.1. 1111 LF -8" PVC 19+92.99 MH -1 1111_ ..._ _ _ _. ...._ .1111.._. J 9 ----- 1111 ----- J- - ---._ _._-1-1- � 375 J -1111___ `air' : J ___.________ 9 .J - _-----_--- 9 -' J Mrd _-------__- -- J 9 _____.______. JJ 9 _-------------1111---- 9 ----_ 1111-. - t 18+88.14 W F- MH -1 RIM=354.43 W ~ W F- W F- W F- Lu 37.. 1111.. W F- -.. W _ 1111. L F _____g ___`� 1111..... 1111._.. SS A4 1111_ �____g MH -1 -__S_ _ RIM 354 71--INV. IN = 341.30 ---__� _____________S _ _ _ ......... --_____ _ ----11--�_ -____- 7^ LLQ ..--"'' > Ci >- L1C >- �- rG� 17+80.37 RIM=356.05 INV. IN = 340.67 INV. OUT = 341.10 > MH RIM TO SET ABOVE G a F- ¢ F- 370 a F- a F- ¢ F- a F- MH -1 INV. IN = 339.84 INV. OUT = 340.67 �--..... 25 STING GRADE UNTIL EXITI 370 ' 1111... ....�......�...�....�2...�...�. ...=....� .L.... ,)"ii�Ii�!�I;��i:�1�:I�i:��!:::ti _ ... 1111.,. RIM-357.65 INV. OUT = 339.64 ....._._ _. 1111 ,. Z __._.._.__ a ..11-.1.1.1...1..... _. 1111.. i -1-- --._.______.__._.. Z a _......... cn cn cn INV. I N = 338.86 Ln ccn Ln j cn cn Ln L 365 ..,..". ._........._ _. ..... �.....,",' .....,. _..... .........._. ....... ......_.1.111 ........ ........... . ........ ..... .._..._._. _ ..._ .. .....- ........ ..... .......... .111...1 ..._... ..._..... _._........ ............ ......... ._. 1111 INV. OUT = 338.66 _. ;�I: _. .......... . _ .......... ........ . ........... ._.11.11._.. ....... SS A7 ,.. ....... 365 IIL�;: , 20+79.72 I -j MH RIM TO SET ABOVE FUTURE GRADE ACSA MH 360 �I 335 JJ OG _ 1111-11111111._1111 J_ w 1111._. 1111_._ - ------ 1-----._._._._..----_-- J Lu RIM=354.60 J w 1111__ 360 ....... .111.1... .11.11._ ._...;. .._..... -- ........... ......... ..-' ......... ...... ......... 11 111_.1.1 -/:�:::::-:::::::::::�,��:Iii;i��[;II:Iii!�i 1111..-_ J w ...... . 11.1.1.. J w .._. 11.11. 1.1.1..1. 1.1..1.1.. EXISTING GRADE UNTIL .......... .......... ...._._..._. ._. ..... . ....................�.......................�.......... -,;�i��II4� ...1....�..�. 1111_.- J w 1111 _ .. i -._ _-11111111_. 1111_..__-_ Lu F- F- F- �- �- SS A2 FUTURE PHASE ,- - - - a. F- �- INV IN - 34166 _ INV. oUT 341.46 J 330 355 .1.111._. 1111_ -- --- ----- i ._ _ _ .. _....... . ..._... ! - 14+82.35 � -� - -�- �"' _ - -�� - -' = _ _ _ ..-- - ..�...... -� 1111.._ - _ S -------- _ 1111 -- -- - - _- - --355 ..-.-."L..-. .. 1111--. GLNMORS5-1-8 -- , _ - --- --- - ---! ACSA MH 16+60.34 : ! , a ---- _='--- ---- _ f - - - - 10+00.00 � C2 H RIM-346MH MH 1 / H a� H � H \ H C1C H CL r 350 EX. MH -1 G� SS Al FUTURE GRADE INV. IN = 3 .2 36 8 1 _ - RIM 346.50 / FSI H H H ! \„_...... H F H ;1111 H 350 H F- ... 1111!, RIM=340.37 )--I 11+62.60 _ 1111.. 1111. ... ...-11.1..1... ......... .. .................... ..,...............,.. INV. OUT = 336.08 . ......... 1,111 .......... ................... 1111 . INV. IN = 337.78 .........._._....,. ............. ............ ... ..,....._ 1111... 1111. ,,. / ........ ... ........ 1111.. , ............. .......... .._._._.... _� .--1111... ......_._.. ..........._ ._....... � - ._- 1111.. ... ... 1111.. 1111. 1111 -_....... INV. IN= 330.52 MH -1 ..____.__._ : ._ INV OUT = 337.58 - d a a as ¢¢ a 345 _ INV. OUT 329 59 _ _ RIM 335.75 i ---- �- ----- !-' - -. - -- - 7 LF 8 ° DIP @ 0.75/0 v�cn cn n , 282.66 LF -8" DIP @ 0.60% 345 _ . ...._ ... ' .� .... _ 1111_.. - 3 _ _. - - _. _ -- _ �, _ I- 1_.11.1._.-. _-..... -1111_._. d r• �t- 10085LF8 DIP@082°/ ° ..... ...- . d- v ..... .. . , 'v y z - d INV. OUT - 33.45 `� 320 ; 340 .. 1111.... r 1111._._ 1111._._. w _>._ . _. 1111 _ . - __,_.........-- -315.74 - - - - 1111 1111.._. -o 173.99 LF 8 PVC @ 0.75 /o _....._.. _. _. ' _ . _ 1111. 1111 1111.... .. . 340 _� -' - _ _ o v -- _ � LF 8 DIP @ 1.' ° " 4 7 /o � I ' 55.00 LF -8" DIP @ 0.79% I 33 5 _'.---. - -- - - - J �.... 335 1111 1111 1111_ ._ 1111. _ ,. _ LL ._. _. L- �, ...... .. ..... 9 -w 9 _ .... .... 116.03 LF -8" DIP @ 0 76 /o 9 _. w Z ; 9 9 ........ ........ .. .. J 9 . 1111 11...1_ . ..... J J 9 9 F � J d 1111._. 330 ' � --�-1�-� F- F- ~ `S J w w F - w w F- ! w w F- w F- 330 --..- ....� _ , ......... ._._._._._. .._ .. ...1111 _1111 ..... ...... 1111.. ... 1111_ . ..1111.. .... ... _ _ __ . _ _. 11.1.1. .. 1111 .L:r. rLHrr �... Lr. Lr" r. ii ':: 158.60 LF -10" DIP @ 0.46% EXISTING GRADE I F- ¢ F- ¢ F- ¢ F- ¢ ¢ ! ¢ ¢ II ¢ 325 H Z J J Z J J Z Z z 1111_ Z w z � ;.. 2 .72 LF- IP 7 8" D o/ 3 @06 0 F- a- F- Z F- 325 1111. j ¢w �w aw aw a ¢ ... ¢ ,..n n 1111 � _ �. < n n� ZF- N� �� n v- v c¢n d- , rr d- �- �r- 1- 320 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SANITARY SEWER 'A' SCALE: 1"=50'H, 1"=10' 23+00 24+00 SANITARY SEWER'A' SCALE: 1"=50'H, 1"=10' NOTE: UTILITY PROFILES ARE MEASURED ALONG THE CENTERLINE OF THE UTILITY AND NOT ALONG THE ROADWAY CENTERLINES ALL 6" WATERLINES SHALL BE CLASS 52 DUCTILE IRON (PIPE ALL 4 LA WATERLINES SHALL BE 3 DUCTILE IRON IPIPE CLASS 5 ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING THE MINIMUM VERTICAL SEPARATION BETWEEN STORMI PIPES AND WATER MAINS IS 12" THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINES IS 18" 3' MINIMUM COVER REQUIRED OVER CENTERLINE OF PAPE 0 a 0 0 + I - co , w Z J = 0 !a 2 25+00 26+00 27+00 28+00 29+00 30+00 32+00 32+00 33+00 34+00 35+00 36+00 420 415 26 .79 LF -8" P C @ 2.97%J 410ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE 48+88.32 415 ALL PVC SS TO BE CONSTRUCTED OF SDR -26 PVC _ 1111._ 1,111. _ MH -1 1111. _-1111. 405 46+85.73 RIM=408.50 ..... ... - 400 .._ - .1111_. 1111_ 1.1.11 ._._._._._.._._._ SS A16 _. EXISTING GRADE 1111 1111_ ........ INV11.. IN = 391.70 1111_ 11.11._. .30 RIM=40411 38+54.19 ---_. INV. OUT = 391.50 . IN = 396.50 INV14 MH -1 SS A17 PROPOSED GRADE 395 1111_ I = I RIM 7 .70 ....1111.._ .11.11._.. 3 5 _._ 41+58 92 _ 50 41.05 INV. IN = 365.90 MH 1; z ZD 11.11._. . _--... .11.11._._ ....... --- INV. OUT = 365.70 RIM=386.57 390 _- 1111.. - INV. IN = 377.20 :1111._ - N Q 2 400 INV. OUT=37700-- --- ---- ---- 385 - __1111 __. 11..11.. .... .-- .._. .11.11_. .1-11 11- -. -- - - - J _ . _. .._. _ .. 1.1.1.1__ _ ... 1.1111 _1. _ Z- r-- _--- r - - ._ .,-- .. < 380 - r _ ..... - .---11 40 _ _ ... _ _._._. w_ .. �._._._ c� > z� ......... ._. .. --- 1111_ .... .11.11._. - ._ .11.11._._. 1.11.1.1-1- ..... _. . 1.11.1.... _ . . -- -� a 375 1111 _ _ _. .1111.__ 3I'll, 11711 11511 111111z1.1. 35 _. _.... _ _.. .11.11._._._. .11.1.1.._ _ __.__._ 1.-----'"''1- ___._ 1111-'""". I ��, 1111._. _ 1111 _ 1111__ _ __. ___ - 3651.1.1.1.1.1.1.11.11,11,11.11.111,1.11,11,111I _ 1111._... ,.1111_. .1111 ii. 1111_ 1111 _....._. . _ . _. 1..11..1.._.. . -. _; _ 1..1..11._... 300.7 11.1.1. 1111 LF -8" PVC 11......11 .1'.1.1.1. 11.1.1__ 3.69% 1111_ ..._ _ _ _. ...._ .1111.._. 38+00 SANITARY SEWER 'A' SCALE: 1"=50'H, 1"=10' h c 420 26 .79 LF -8" P C @ 2.97%J SS A18 II 48+88.32 415 1111. 1111_ 44+72.21 __...... 1111 _ . _ 1111..._ SS A19 _ 1111._ 1,111. _ MH -1 1111. _-1111. MH -1 46+85.73 RIM=408.50 ..... ... - 55 MH -1 INV. OUT = 400.50 410 1111 1111_ ........ INV11.. IN = 391.70 1111_ 11.11._. .30 RIM=40411 _ . _ _ 1111._ . .--- .".11._ _. 8" WATERLINE 191 J - . . ---_. INV. OUT = 391.50 . IN = 396.50 INV14 ' INV. OUT = 396.30 11 --�1. 50 41.05 ..... 11.11._. --. -'-. ..... .... - - I . ......- 1.1.1.1_._._ . z ZD 11.11._. . _--... .11.11._._ ....... --- r100 L.Lj0 U 8" WATERLINE 'B' 3: LIJ r - N Q 2 400 ._ ... _.. 45 - __1111 __. 11..11.. .... .-- .._. .11.11_. .1-11 11- - .1111._._. ............ ..111.1 ... l-1-.... _.. . _._........ . _- ... . ...... .. < ... -.... ..... _ . _ ..... - .---11 40 -. - 1.11.. -......._. z� - - 1.1.11._... . 375 1111 _ _ _. .1111.__ 395 35 _. _.... ._ 1111. .._._.11.11. - - 11; I .11.11. -1111 _. _ 1111 _....._. . _ --..... .11.11..._... 198 L 58 8 PVC @ 01% 1111_. -1111.. J 1111- 9 J 9 ----- 1111 ----- J- - ---._ _._-1-1- � J _-_-- mrd J -1111___ `air' : J ___.________ 9 .J - _-----_--- 9 -' J Mrd _-------__- -- J 9 _____.______. JJ 9 _-------------1111---- 9 ----_ 1111-. - t W 30 �- W F- ........- W ~ W F- W F- W F- Lu W F- W F- -.. W W L F _____g ___`� ____.___`_S___ ---- 1111_____ 1111_ �____g 1111__1111 -__S_ 1111__ �_ 1111-_ ---__� _____________S --_____ ------ -`_; ----11--�_ -____- LL� 7^ LLQ ..--"'' > Ci >- L1C >- �- rG� >- Ci > >- G a F- ¢ F- a a F- a F- a F- �a � ¢ F- a F- a � a F- t F 25 _ .____..... 1111...-.-.. ¢ Z ¢ -------------------- .. - Z _.--------_____ 1111 ----- _.-_._.___._.. ¢ Z -___1- a Z __._.._.__ a .___... Z _ -.-.-1111__-.-1111_..-,"Z ¢ __. -_11.1.1_.-_.-_ a¢ _._._._..._._.-. Z ¢ -1-- --._.______.__._.. Z a _......... . ....___ Z ¢ - _. ,11-__ - _._._.___ - .-_._.____ z a 1111.-_.------------- t Ic cn cn cn cn v� Ln ccn Ln cn cn Ln L 20 �r b 'v d d �t 38+00 SANITARY SEWER 'A' SCALE: 1"=50'H, 1"=10' h c 420 . _ ;.. _ 1...-- ...... _. . -- SS A20 SS A18 II 48+88.32 415 1111. 1111_ 44+72.21 __...... 1111 _ . _ 1111..._ SS A19 _ 1111._ 1,111. _ MH -1 1111. _-1111. MH -1 46+85.73 RIM=408.50 ..... ... - RIM=403.15 MH -1 INV. OUT = 400.50 410 1111 1111_ ........ INV11.. IN = 391.70 1111_ 11.11._. .30 RIM=40411 _ . _ _ 1111._ . .--- .".11._ _. 8" WATERLINE 191 J - . . ---_. INV. OUT = 391.50 . IN = 396.50 INV14 ' INV. OUT = 396.30 11 --�1. o 41.05 ..... 11.11._. --. -'-. ..... .... - - I . ......- 1.1.1.1_._._ . z ZD 11.11._. . _--... .11.11._._ ....... --- r100 L.Lj0 U 8" WATERLINE 'B' 3: LIJ r - N Q 2 400 ._ ... _.. -- - .... -......"..-I... - __1111 __. 11..11.. .... .-- .._. .11.11_. .1-11 11- - .1111._._. ............ ..111.1 ... l-1-.... _.. . _._........ . _- ... . ...... .. < ... -.... ..... _ . _ ..... - .---11 -. - 1.11.. -......._. z� - - 1.1.11._... . 375 1111 _ _ _. .1111.__ 395 .1111 - - _. _.... ._ 1111. .._._.11.11. - - 11; I .11.11. _. 1111 _. _ 1111 _....._. . _ --..... .11.11..._... 198 L 58 8 PVC @ 01% 1111_. - - ca Q _ 370 _11.11. ._... _ 1-1- . . --. ..1.- 1111._ .. .......11.... - ........_._... -,---.. .._._. .. 1111 .....1..111_. -._.. ;.. .....1.1.1.1 111......1... ..11.1.1._.. ............ 1..1.1.....1. ........- .. ......... 1-1._. ...--1 1111..-- ----. ..._...._... -.. 365 _.1.1.11.... ..11.I....._. ..,._..11,11 - �--' .. .1111_ 0 _ .52 LF 8 PV ° @ 2.20% 1111... _._... .11......_... ... 1111 1111_ . . 390 ..--"'' 360 11 385I . _ ;.. _ 1...-- ...... _. . -- 5 M SEWER B 1 STORIII .1.111_ .... 1111_._._. ._._._- ....11.11._. Z J .11.11. 11.1..1._._. J _-1111. _. .11._..... 1 11111 ..... ... - -. 1111 1._. i. �5; .. 380 ---- _ . 309. 0 LF -8" PVC @ 4.62% � o W a z ZD r100 L.Lj0 U j 3: LIJ U -1J Q 2 ..... ;_. _.__._._.. .11.11._.. 1 _.1..1.1 _ l-1-.... .1111. . _._........ . _- ... . ...... .. < ... -.... ..... _ . _ ..... - .---11 -. - 1.11.. -......._. z� .. 1 _._..1.11..... 1.1.11._... . 375 1111 _ _ _. .1111.__ <a 1111._._ 11; I ._... _ _. 1111 _. _ 11.11..._. . --..... .11.11..._... _ 1111...._. 11 ,.----.1._.11._ 1. .. ...._..... _ 370 _11.11. ._... _ 1-1- . . --. ..1.- 1111._ .. .......11.... - ........_._... -,---.. .._._. .. 1111 .....1..111_. -._.. ;.. .....1.1.1.1 111......1... ..11.1.1._.. ............ 1..1.1.....1. ........- .. ......... 1-1._. ...--1 1111..-- ----. ..._...._... -.. 365 _.1.1.11.... 360 355 350 345 340 -j 335 JJ OG _ 1111-11111111._1111 J_ w 1111._. 1111_._ - ------ 1-----._._._._..----_-- J Lu 11111111___ 11111111-111 1 ------- J w 1111__ 1111____--- QJ OG ww J - '- ----- ---- QJ OG w J .__.______ w 1111..-_ J w .. 1111.-.-1111.__ J w 11111111_--_ Q J LL' w 11111111__ - i �L w ______._._ :._._._.__.__ J u 1111____-_ 1111_.- J w 1111 ---_--CL w Q i -._ _-11111111_. 1111_..__-_ Lu F- F- F- �- F- �- �- F- F- F- �- F- �- J 330 S -- --- ----- -- - -----1111- g -- -- - --- -- � - g g 3 -- _--- --- - --- ---- - _ S -------- S --- -- _ - --- --- - ---! a a L � C2 H � H C>C H a� H � H oC H H C1C H CL r GY G� 1 H FSI H H H H F H I H H H )--I 1 325 ------z____ _ -1111_.-_ 1111__.-.-.-_-.-.-.-.-1111. 1111.__.-_.-__ __-____. . _________ - -.-.-.-.-1111-1111__.-. ._.__..._ ', ._._._.___------- ..__..___.-_-_ ------- - ..____.__._ : ._ .. d a a as ¢¢ a a s a a a m cn ci v�cn cn n Ln cn to Ln a I- 4 d r• �t- ' t d- v 'v y d `� 320 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 0 a 0 Ln + N N U) w Z J = 0 d 2 0 0 0 0 + I - co Fa- W Z J _ U Q 2 Alan Franklin PE, LLC Civiln i a d Site Plan Engineering g g 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com a, �oI NLTH Or �I� ' 1 ) cc �. Alan G. Franklin 7Z Lc. No, 35326 w 0 1�1' '��&SIONAL ` �' ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/Co COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENT 06/17/16 - VDOT/ACSA/CO COMMENT SHEET C4.3 21 of 26 II Cn 0 Z J J Z � a 0 �5; Q Z � � o W a z ZD r100 L.Lj0 U j 3: LIJ U -1J Q 2 mm Ii Q < U) F� LJ.J z� ro)(f) <a rIV00 ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/Co COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENT 06/17/16 - VDOT/ACSA/CO COMMENT SHEET C4.3 21 of 26 II 420 1111.._. 9 9 ' 375! 370 _ - _ -- W F- - --- - I- S- 1111 i- � W 1- _� -__ --------g W - ... .... .... 420 415 ¢ i- f ¢ F - ¢ r ¢ f- H ¢ f - N _. - 425 415: 410 A LL DIP SS TO TED F CLASS 51 BE CONSTRUC O DUCTILE IRON PIPE '1111 �r- 10+00 400 ... _ 11+00 SANITARY SEWER 'N' SS D9 _w_ _ ._ 1111. ....._.__._ SCALE: 410 H, 1"=10' 1111... . __. . -. ._ _ _ . __ 111. 1111 _ 12+51.00 SS D8 21+37.89 ... .1.11.1 . . . _ ALL PVC SS TO BE CONSTRUCTED OF SDR -26 PVC :420 SS 01 MH 1 420 : 20+78.81 16+30.00 AGSA MH 395 SS E1 395 1111 .. _. 10+92.26 1..11.1_._. 1111 RIM=404.00 1111__ : _11.11_.. __...__.. ,11.11. ; I1 I __...___. -1 .................. MH -1 ACSA MH 11 1111_.. .__....._...........__ 11+76.00 RIM=390.33 1111_._....._..._ ... _1 SS D10 MH -1 405 : 1111..... ......., ...1111 .... ........... 1 1 ....11.. ............ _..;_._.. .. ..._..... ... ......... 11. ....... .1.1.1.1. ........ .......a ....... _...... ....._.._.._ 11.11._.... 11.. ........ ........ ....... .. ...... SS D6 ............... . .......... ........... ......_.. ......... ... -...._._. _ ...... ...... ......... ..11..11.... _.. ......... . ..... = RIM 390.50 1111.. .. .. .11..11.__ = INV. I N 382.53 : RIM=392.25 22+85.54 ..... 405 ._ .... , 415: 405 INV. IN = 376.20 405 .390 17+$1.21 SS Q7 INV. IN = 381.23 .. _.:.._.�_ .. "'__ INV. IN = 383.45 1111.. ......... INV. OUT = 382.33 ACSA MH 1111 _1111. __.._..._..11.11, INV. 1N ('E') = 376..20 __.......___._ I NV. I N = 360.50 11.11 ._._,___. 1111.1111- .. _.__.._._. ACSA MH 2]:.: INV. OUT = 383.5 19 17.46 INV. IN ('0") = 381.23 INV. OUT = 376.00 RIM=394.50 . 1400 410 .. ... .... - - RIM 383.46.... 1111 _ ..____._.. _ - INV. OUT 381.03 - INV. T - OU 385 5 0 400. ______ _ _111.1 __ . _._._..__.1111..._ 1111_ . 1111.... _ 111.1 . ............ .. 1111. 1111.____._ _ _ 1111....... __...1111__. _ -11_....1111.. ....... --- I, __. EXISTING GRADE INV. 1N = 375.25 1111... _ .. 1111.1111. ________ _....... AGSA M H PROPOSED 1111.... - _ - 1111 SS D3 INV. OUT = 375.00 _ RIM -385.00 GRADE SS) D8 RIM=395.33 r 405 395 395 S8 G1 395: 380 r`�- EXISTING GRADE 380 = INV IN 378 20 15" STORM SEWER'G3' _ ...1111_.._ 1111.__ . _. _ 1111... _ ... _ i 1111. 1111._ 1111. 11.11_ _ I-1.1. 395 1111_._ ...__._._ _. 10+50.13 .......__. . ....... ............ ......... ._......... .11____ ...1.11.1 ...... 1-11-14+70.15 ' ACSA MH 24"' SWM BASIN .. ...1111. ...... ... 1111.... ;1111. NV. IN ('N') = 378.20_ _. _ . ... _ .. ...._.... _ .. _ �.. .. .. _... ......_.. MIH 1 RIM=375.00 OUTLET PIPE PROPOSED GRADE 400 INV. OUT = 378.00 RI PM 390 50 i 4 00 390 390 :_ = 1.2 INV. IN 36 0 7 3 5 SS D5 375 ;_. _....... I 1111. i _ -----_ ,!- - - ._.. _........ 11.1.1..... ____. 1.1_.1 390 _.1111-_. -"._. 1111 1111. 11.........._._ 111.1___._ _ -. _ INV. OUT = 361.00 _ 11.11.. 17+22.85 1111-- INV. OUT = 377.00 .. 24' STORM SEWER 'G'. 1111.._ 11.11... _......._. ._..__.___ ,--,,j. ,. ____.__... 1__111.. 1111_. z '" ACSA MH - ` ` - - 8" WATERLINE 'A' -� 0 395 385 1111.. taJ m..� 1111 .1.1 i .. 1 1........_.. SS D4 - RIM- 378.54 ........ _ _ ..... .... ...1111 :385 _.. .. 11.11_. _ . � _ 385: . +_______11-- _. _ 3 5 8 _ _ _. .. .1111_.. , _._._._. _ 1111 _ 11111111..11111111. _ 15+45.78 _ INV. IN - 372.20 - - - _ - _. _._ 111.1... - _..__. . __ _ 1111 11.11.1111.... 1111_. SS D2 Z L �L-<�_ ACSA MH INV. IN ('M') = 372.20 - � - _. �; ' N I 380 SS A9 .... .... ...11.11 __. ...... + 1.11._.1. 1111.......... .......... ____.... 14 12.07 ... .... = ........RIM 372.00 INV. OUT = 372.00 1.11.._1. .__....._ _I_1_1. 1..11._. .1....... _ 1.11.1. __11 .1 1 .1111_ - _. ..T. _. �. _ ... ..... � . 3901 ... 380' 25+19.80 SS D1 ACSA MH 365 INV. IN = 362.20 10+4000 365 `y _. _ � ._ _ 1111 .. ._._............... . _�_Ij. __......_..... 1111 .. _,. 103.80 LF 8" PVC @ 8.16% INTERNAL DROP MH 12+42.29 RIM=365.00 1111. INV. OUT = 362.00 _ _- VDOT MH -1 ---- ..III .11111 ' - 143.65 LF -8" VC @ 2.07% 375: 375 _. {60 DIAMETER) ACSA MH - INV.IN 359.2 _. 0 r _ ._ 1111.__ . _. 1111_ - RIM=374.17 385 1111_.. RIM=355.00 RIM=365.00 ; INV. OUT = 359.00 \ _ _ , - 3$5'': 375 1 375'' i 360 370 RIM -362.25 FUTURE ( ) INV. IN = 357.20 EXISTING GRA DE / ~ i I 11.. 12" MIN. SEPARATION, TYP. o 157.35 LF 8 DIP @ 1.80% _.11.11._; 15" STORM SEWER'G' 1.1_.._._._.__._. 46.13 LF -8" PVC @ 1.73% : 370 . __. _ INV. IN - 344.65 INV. OUT = 357.00 .. .1111.. 1111 _. .. ./ 1111 1111._ ,.. _ _'_� ,.�.,,� I INV. IN (D1) = 350.00 z / i „ 0 54.36 LF -8 PVC @ 5.15 /o 380 55.08 LF -8" PVC @ 2.00% PVC @ 2.29% 46.93 LF 8" PVC @ 6.14% 365 INV. OUT = 344.45 _- --- -.. -.. / 370 ! 355 355 __----____ _--- _---_ --- ------- ----- --------- 365: _. 11.11 FUTURE GRADE ..... ..w ...,., -_ m O ' v .---..- 1111... -.1 1. _.....__' I , . _,....... ., 1,1 .... .............. 11..1 ... .. � 1111 1111.._ 11..-.11. _.; . .--111.1 1.....1.11 ........,.. .......... .,. , ....1.,1 ........ 18" STORM SEWER 'H' ... .... 11 11...11_ --..._._...... ,11......1 .1 _. ...._.._.. .. 11.........11 .._ ........... ......_... .,.,. -- ......... _11.11. 1111..._.-. ... .._. 1.1.--._11.11.. ....... -- ---. 77_-- ,� _.._._._ 1111._ 1111 ... ......... 11.11._._.. . ......._.. .._. .. .. -_1111--1- 1 1... ....... ......... 0 132.25 LF -8 PVC @ 2.08 ._....._._.-. ......... .111..1.... ........... .l .._ _ .. ...... ._............... 11._._:.. .. ......---I - --- W W W U 7 g - - _ 365: 360' W g o...... W H 1111___ W H mss- - - : II 71.63 LF -8" IQIP @ 1.12% �- J I- J I- J I- J I- , 355 _ - - ...... .... . .._.... .11.11. J ----1- -_---/I-- --_-..-- -_--_---11.1.)11.1 � H 1-1 Q J ..�. �. lJ...l...�.,..'�.,.."�,,,��.9-,�..��,.�, ��,.�.�. 02 ~ 355; H H _. __ z z _ -- - - H ___ _1111._. z --_--.. -z H -- - H z 3 0 7 36 0 1111__ 1111 ___.____z H H -z �- F -z 1111._.__ _ _ -- _ 11.11 _ 1111_ 360 345 ;11.11_ - 1111. H -z z _ H _ - - _ -_ 165.79 LF 8" PVC @ 1.09% o 54.07 LF -8 DIP @ 3.33/0 n__ u�' 350 `5 ` g 350!: _ 238.29 LF -8 PVC @ 2.94°l0 .. _. .... o 173.08 LF 8 PVC @ 5.66 /o ... ._ .11.11.... _...._...._. .. _.. _11_...... _ ._...__ ... 1.1.11. ... .1..1'.. ...... . ...11.11 .... .. .11..1..1 ........ --- - r- 365 355 J - 355 : :340 345 10+00 Cn 12+00 10+00 11+00 10+00 11+00 SANITARY SEWER 'O' 345. .. d 1111... W ,1.L�..I�:I..;.;;......I;.;II::i:�.I..i 1111 i... 1111 1111.11.11._ W . _ ~ 1111.. 111,1. LLCC _ .'.. , .... .... .. ......... 111..1.. _ 1111 J 1111 r00y�� _ 1111 RR" 1111... J tfQ1Y 1111 . ........ ........ .1111. H SCALE: �8 z } SCALE: 1"=50'H, 1"=10' h H H 340; ;340 �._ m ......... 1....1.1.1.. .11 .11 11. ...... ....... . .......... . _..... ._..._ . .1.1.1.1 ... ... 11.1.... ... ....... ..1111.... �. � ....... .... ...... .. 1111.. .......... ...... ....... .1 ....__. ... :5 _. �..... ........ .. ... ... .11.11. .1111. ......... ... ...... ........ _ _ w W 1 ~ 111. . ¢ ¢ �z z ¢ ¢ ¢ ¢ ¢ ¢ �- ¢ ¢ ¢ 335 F- �- H -- .. 1111.._ 1111.... z. z 1111._. 1111. _. 1111. J . 1111. .. _._._._.. _. 11.11._._ _. 111 ... 1111_. 1111 1111 ......_._... H z... +--� z 1111__. 1111... 1111. .1111.. 11.11 11.11. _._.__._ 1111.. z...... H z .. H 1111 z._ H 1111._. 1111__ z . H _ 11.11._._ z_._z.. H 1111.. . .-.-----.Z 335' 1111_.... ¢ ¢ tt� cn z- J ¢ _ ¢ Ln ¢ tli ¢ (1) ¢ cn ¢ cn ¢ (!) ¢ (!1 ¢ (!i 330 a- c- c7 S ,. :: d d d- d- d- a d- 330: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SANITARY SEWER 'D' SCALE: 1"=50' H, 1"=10' 410 20+00 21+00 22+00 23+00 NOTE: UTILITY PROFILES ARE MEASURED ALONG THE CENTERLINE OF THE UTILITY AND NOT ALONG THE ROADWAY CENTERLINES 410 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SANITARY SEWER 'E' SCALE: 1"=50' H, 1"=10' 12+00 385' 9 9 ' 375! 370 _ - _ -- W F- - --- - I- S- 1111 i- � W 1- _� -__ --------g W - 405 '� 365 ¢ i- f ¢ F - ¢ r ¢ f- H ¢ f - N _. - 425 425! ' 360 `t 4151 : v- �r- 10+00 400 ... _ 11+00 SANITARY SEWER 'N' 1111 _w_ _ ._ 1111. ....._.__._ SCALE: 1"=50' H, 1"=10' __ 1111_. _._ ..1111_- . __. . -. 12+00 385' [ '__ --- 1111_ I _____ ...__. -- I 11 360 13+00 14+00 ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE ALL PVC SS lf0 BE CONSTRUCTED OF SDR -26 PVC ALL 6" WATERLINES SHALL BE CLASS 52 DUCTILE IRON PIPE ALL 4" WATERLINES SHALL BE CLASS 53 DUCTILE IRON PIPE ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATER MAINS IS 12" THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINES IS 18" 3' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE ALL PVC SS TO BE CONSTRUCTED OF SDR -26 PVC 400 400 10+00 11+00 12+00 SANITARY SEWER'M' SCALE: 1"=50'H, 1"=10' ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE ALL PVC SS TO BE CONSTRUCTED OF SDR -26 PVC 43011-11il 380 ' 375! _. .___ J ----------- J- -J 9 -- ' W H W W I- F- - g 370. ---------- - 405 EXISTING GRADE ~ � 365 _z z z [ '__ --- 1111_ I _____ ...__. -- I 11 360 13+00 14+00 ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE ALL PVC SS lf0 BE CONSTRUCTED OF SDR -26 PVC ALL 6" WATERLINES SHALL BE CLASS 52 DUCTILE IRON PIPE ALL 4" WATERLINES SHALL BE CLASS 53 DUCTILE IRON PIPE ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATER MAINS IS 12" THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINES IS 18" 3' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE ALL PVC SS TO BE CONSTRUCTED OF SDR -26 PVC 400 400 10+00 11+00 12+00 SANITARY SEWER'M' SCALE: 1"=50'H, 1"=10' ALL DIP SS TO BE CONSTRUCTED OF CLASS 51 DUCTILE IRON PIPE ALL PVC SS TO BE CONSTRUCTED OF SDR -26 PVC 43011-11il 430 420 420 405 405 EXISTING GRADE 425 425! :415 4151 400 400 ... _ 1111 ...___.___. _ 1111 _ . _ SS 03 _ . _ 1111 _w_ _ ._ 1111. ....._.__._ _ _ 111 1.._ _. _1111 _ _ ___ _.._ II 1111._. ii: __ 1111_. _._ ..1111_- . __. . -. ._ _ _ . __ 111. 12+51.00 5S E3 :420 SS 01 MH 1 420 : ; 410 16+30.00 410 395 SS E1 395 1111 .. _. 10+92.26 1..11.1_._. 1111 RIM=404.00 1111__ : _11.11_.. __...__.. ,11.11. ; I1 I __...___. -1 .................. MH -1 11 1111_.. .__....._...........__ 11+76.00 1111_._....._..._ ... _1 MH -1 INV. OUT = 395.00 RIM=386.00 MH -1 415 : RIM=392.25 415: 405 INV. IN = 376.20 405 .390 RIM=371.81 390 .. _ 1.1.11 .. _.:.._.�_ .. "'__ INV. IN = 383.45 1111.. ......... ........ PROPOSED 1111.._. ....._._ 1111 _1111. __.._..._..11.11, INV. 1N ('E') = 376..20 __.......___._ I NV. I N = 360.50 11.11 ._._,___. 1111.1111- .. _.__.._._. 2]:.: INV. OUT = 383.5 GRADE INV. OUT = 376.00 INV. IN (F1) = 360.50 410 11 43.20 ______ _ _111.1 __ . _._._..__.1111..._ 1111_ . 1._111 __._._..... _ 11.11 _ - _ ___. 111.1 . ............ .. 1111. 1111.____._ _ _ 1111....... __...1111__. _ -11_....1111.. ....... --- I, __. EXISTING GRADE _ _. -- 1111... _ .. 1111.1111. ________ _....... _ 1111.1111. _...._........1111... _ 1111.... MH -1 405 SS) D8 RIM=395.33 r 405 395 S8 G1 395: 380 r`�- EXISTING GRADE 380 11.11.1111.._ . _ _. 20)+78.81 INV. IN = 386.53. _ ...1111_.._ 1111.__ . _. _ 1111... _ ... _ i 1111. 1111._ 1111. 11.11_ _ 1111_._ ...__._._ _. 10+50.13 _.... : ___.._..1111...1111 ... ................_..1111......_ .<._......____- ' _ _. _..... _...._..__.. _11,1 1111...__.. _.__._.. ACSA MH INV. OUT = 386.33 MIH 1 PROPOSED GRADE 400 RI PM 390 50 i 4 00 390 RI IM=384.19 390 ! 7 3 5 375 ;_. _....... I 1111. :. IN1V. IN = 381.23 _ -----_ ,!- - - ._.. _........ 11.1.1..... ____. 1.1_.1 1_. _.1111-_. -"._. __...... 11.........._._ 111.1___._ ; _ _.._ -.._.._... 1111-- INV. OUT = 377.00 .. .....__...._ 11.1_..1 ..__.._---___1--__ 1111 _. 11.11... _......._. ._..__.___ ,--,,j. ,. ____.__... 1__111.. IN1V. OUT = 381.03 �' i z '" - ` ` - - 395 - taJ m..� 395: :385 385: 370 +_______11-- 370 _._............... .1111... __._ ..�. 1111_ 1111. - 11111111..11111111. _ -11._1111. o __ 1111_._._ _. _._ 111.1... - _..__. . __ _ 1111 11.11.1111.... 1111_. Z L �L-<�_ . SS F1 390 __11 3901 :380 380' 365 10+4000 365 1111..___ __...... _. _ � ._ _ 1111 .. ._._............... . _�_Ij. __......_..... 1111 .. _,. 103.80 LF 8" PVC @ 8.16% 1111 _ . _ _..___.. 1111. __. PROPOSED GRADE _ _- VDOT MH -1 ---- ..III .11111 ' - RIM=374.17 385 15" STORM SEWER'13' 3$5'': 375 1 375'' i 360 INV. OUT = 364.17 360 1111. __ 1 - 1111 _ i. 11 _.__1111.__ _1111__ _ ___ -111.___ 111.1___ - 11.. 12" MIN. SEPARATION, TYP. 1111 _.11.11._; __..1 ... 111_..1..1 1.1_.._._._.__._. 46.13 LF -8" PVC @ 1.73% : _._.....___... 1111 111.1._..__ . __. _.1.. 111. ..._. __ .._.__.__ 1111 1111._ _'_� I :61.00 LF -8" PVC @ 6.02% 380 _-�--_-'_-'_'Z__'_.__ 88.26 LF 8" PVC @ 2.29% 46.93 LF 8" PVC @ 6.14% 380 370 370 ! 355 355 __----____ _--- _---_ --- ------- ----- --------- ;_..__. ___._._.__.__ _ _ __ - _ ----- ---------- _ ----._ -- --- - ------ ---------------- -- ---. :- 1111_ -111 _._ __ - - - - _ - --- W W W U 7 g - - _ 365: 350 W g W H W H 1111___ W H - �- J I- J I- J I- J I- J I- J ' H }- w Q J 02 ~ 370 H H _. __ z z _ -- H z H ___ _1111._. z --_--.. -z H -- - H z 3 0 7 36 0 1111__ 1111 ___.____z H H -z �- F -z 1111._.__ _ _ -- _ 11.11 _ 1111_ 360 345 ;11.11_ - 1111. H -z z _ -z ---z H _ - - _ -_ 345 n__ u�' `5 ` g '� 1l 365 -L-_-u -: ---1 - --- - 365 355 - 355 : :340 340 10+00 11+00 12+00 10+00 11+00 10+00 11+00 SANITARY SEWER 'O' SANITARY SEWER '0' SANITARY SEWER 'F' SCALE: 1"=5+0' H, 1"=10' SCALE: 1"=50'H, 1"=10' SCALE: 1"=50'H, 1"=10' Alan Franklin PE, LLC Civil an i d Site Plan Engineering g g 427 Cranberry Lane , a e Crozet VA 22932 434-531-5544 clan@alanfranklinpe.com �,�,LTH 0� IrI '�N r Alan G. Franklin � Lc. No. 35326 W ,O W. ifs � _ti ZONA L ISSUED: 7/6/15 H.1 - SCALE. 50 V.110 9 REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT A ACO COMMENTS CS SHEET 22 of 26 1 EMB SPRY 0 NO. 68 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 1211 E' 2„ FLEXIBLE CONNECTION—//L J NOTE: WITH 'STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE IJ CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN N TS FIG. S—I—B TD -27 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LEFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF--WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALT.... BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG S-3 GRADE ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE VARIES_ D.I. PIPE _ __4_11* 4-15 200 PSI CONCRETE PLAN SPACING SPACING SPACING a " Z D.I. PIPE N ANCHOR NO. IAT a FIRST JOINT ABOVE SPACING MANHOLE. 20% TO 35% NOT OVER 36' - 35% TO 50% NOT OVER 24' 50% OR GREA1rER NOT OVER 16' Sl opF PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS, TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING `.SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN SALT TREATED FINISHED GROUND 2 x 4 MARKER F_ SEWER SERVICE LATERAL CONNECTION FRAME & COVER (SEE FIG. S-1—D,E) SLOPED AREA --;"" Q0 G)Z u (4) 1 " (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE:. 2" (51 mm) LETTERS ® -----� 0 (RECESSED FLUSH) [25mm] .... � �,... � �? (2) CLOSED PICKHOLES Z 1 1/2" Z 0 r S, M ! 1 (2) CORED PICKBARS Tl 1 1/8" (29mm) DIA BOSS m 27 1/2" DIA 1 1/2" K [699mm] [38mm] M _ 26 1/4- DIA 7" ~ [ ] [178mm] 667mm 26" DIA 1 1/2" 90 [660 mm] [38mrr1] 1/411 (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] I [606mm] 0 ====E=i Wj 28 7/16" DIA 5/8" [722mm] [16mm] 23" DIA [584mm] 36" DIA MI 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE. SECTION STREET SURFACE OR NON—PAVED AREA �1'-a" MAX 2'-0" SHOWING BRANCH TIE-IN N.T.S FIG. S—I—A TD -3:2 TD --31' TD -25 FRAME & COVER d RUBBER COATED STEEL PRECAST REINFORCED STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED J CONCRETE SECTIONS IN _ "0" RING SEALS 16" MAX - w'. MINIMUM ELEVATION ° "WEDG LOK" TYPE RUBBER DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET COATED STEEL STEPS OR a SHALL BE 0.20 FEET. � ° APPROVED EQUAL CONCRETE DEPTH OF FLOW 4 VARIES 1,ILLETS CHANNEL TO BE ° 3/4 DIAMETER OF TYP. CONTRIBUTING -- --�,_ " NON -SHRINK GROUT, TYP. SEWER.' � ° A FILLETED INVERT FOR A SMOOTH ° di ff ': a 12 TRANSITION OF FLOW BETWEEN W uj INLET & OUTLET PIPE SHALL BE 16", TYP. PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. Z PRODUCTS, OR EQUAL TYPICAL MANHOLE 'SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S—I—A TD -3:2 TD --31' TD -25 FRAME & COVER CONCRETE BENCH —J FORMED TO TOP OF PIPE NOTES: 1. INLET OPENING SHALL BE CORE -DRILLED. VOID AROUND OUTSIDE OF PIPE TO BE COMPLETELY FILLED WITH NON -SHRINK GROUT. PIPE INLET OPENING WITHIN "CONE" SECTION IS NOT ACCEPTABLE. 2. HEIGHT OF VERTICAL STACK (DROP LINE) SHALL NOT BE LESS THAN TWO FEET. 3. DROP STACK SHALL BE CLASS 50 DUCTILE IRON OR SDR 26 PVC PIPE WITH STANDARD GASKETED JOINTS. PIPE SIZE OF DROP STACK TO MATCH INCOMING PIPE. 4. VERTICAL STACK SHALL BE STRAPPED TO MANHOLE ,AT EACH PIPE JOINT NO MORE THAN 61° FROM EACH JOINT. STRAPS SHALL BE STAINLESS STEEL WITH ASPHALT COATING. 5. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP DISCHARGE POINT TO MANHOLE INVERT. 6. DROP STACK SHALL NOT BE INSTALLED WITHIN 60° OIF MANHOLE STEPS. j.�. D ETAI L N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com � TH 0p Alan G. Franklin Lc. No. 35326 W Opti A L PRECAST REINFORCED Z 2-0" I.D. CONCRETE SECTIONS WITH "0" J J °` RING SEALS OR APPROVED _ z EQUAL - w'. Q "WEDG LOK" TYPE RUBBER coo W COATED STEEL STEPS OR a � ° APPROVED EQUAL FLEXIBLE 0 -RING GASKET, > W TYP. " NON -SHRINK GROUT, TYP. � ::Dw 07- 60" I.D. 3: J rill W uj 16", TYP. > Z Q --�- SEWER LINE DROP MANHOLE CROSS AS MANUFACURED BY GPK w Z PRODUCTS, OR EQUAL Q� 4 _ ¢ Q PIPE STRAPS TO BE O C? 90 V STAINLESS STEEL W/ ASPHALT COATING 4'1 ° A 90° BEND MIN. 6" BEDDING WITH NO. 68 STONE CONCRETE BENCH —J FORMED TO TOP OF PIPE NOTES: 1. INLET OPENING SHALL BE CORE -DRILLED. VOID AROUND OUTSIDE OF PIPE TO BE COMPLETELY FILLED WITH NON -SHRINK GROUT. PIPE INLET OPENING WITHIN "CONE" SECTION IS NOT ACCEPTABLE. 2. HEIGHT OF VERTICAL STACK (DROP LINE) SHALL NOT BE LESS THAN TWO FEET. 3. DROP STACK SHALL BE CLASS 50 DUCTILE IRON OR SDR 26 PVC PIPE WITH STANDARD GASKETED JOINTS. PIPE SIZE OF DROP STACK TO MATCH INCOMING PIPE. 4. VERTICAL STACK SHALL BE STRAPPED TO MANHOLE ,AT EACH PIPE JOINT NO MORE THAN 61° FROM EACH JOINT. STRAPS SHALL BE STAINLESS STEEL WITH ASPHALT COATING. 5. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP DISCHARGE POINT TO MANHOLE INVERT. 6. DROP STACK SHALL NOT BE INSTALLED WITHIN 60° OIF MANHOLE STEPS. j.�. D ETAI L N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com � TH 0p Alan G. Franklin Lc. No. 35326 W Opti A L ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS. SHEET Z J J a _ z 'Q Q W � a � Z > W Z z � ::Dw 07- � � 3: J rill W uj m � Z Q a zQ w Q� Q 0 ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS. SHEET GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL BACKFILL STONE I NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEIN 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 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS Z� THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10 18"-22" ALIVE BOX 7 CU. FT. #68 STONE VALVE 42"MIN 6" GATE q�8" X 6" TEE 2500 P.S.I. CONCRETE d 6 BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE ---------j I, ILA RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PALE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE. INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - - - - ----- 42 iinimum - - - - - - - - - - - < Certification of 95% compaction required 4,' rGalvanized Steel Beam, 4 W12 x 14 (min. size) 3min. penetration into undisturbed soil , or as approved by the ACSA, 4' MINIMUM TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 c:3 NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. - MPRESSION x 3/4- MALE PIPE COUPLING PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, 2' -) M R SSI N x 3/4" MALE PIPE COUPLING PPROVED EQUAL 1/8 BEND Cot rOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID F GRADE AFTER 3OX COPPERSETTER 4ETER K AS NECESSARY TYPICAL SERVICELATERAL INSTALLATION (5/8" & IP1 METERS) NTS FIG. W -6A TD -2 TD -8 TD -5 TD -10 FOR ALL BENDS in DDye SECTION 1-1 45' max L 2 145* max PLUG I _j FOR TEE OR WYE FITTINGS WIDEN TRENCH TO go I ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BENID DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD, 3. BEND CONCRETE SHALL BE POURED ON ANY PART OF L H T L HT TO THE VERIFY THE TYPE & SIZE OF 90 2,50) 2.50 101 0.24 CONCRETE THRUST BLOCKS .1 1 4" & 6 45 2.00) 2.25 2.60 0.15 2.00 2.251 2.50 0.15 22 1/2 1.501 2.00 2.52 0.10 11 1/4 1.501 2.00 150 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66> 2.66 2.77 0.26 22 1/2 1.66 2.16 2,69 0,13 3A6 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12- 45 3.33 3.58 2.95 0,43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.831 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. 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 & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W-3 Z 2 WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIIRECTED. MARKER LOCATION MAY BE SUBJECT TO HYGHWAY DEPARTMENT APPROVAL. _4 r FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID U ADJUSTABLE VALVE M.J. GATE VALVE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS Fl (G. W- 5 APIPE f SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE L.ID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8" 1" METERS) NTS FIG. W-7 4" DIAMETEF AND VALVE WATER ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE- or BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE OX LUBRICATE METER BOX N, M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" PVC OR BRASS VARIES VARIES PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -3 IrD-9 TD -13 TD -19 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com '�'VT H OF 74- \,j Alan G. Frmklln Z vt 1ic. No. 35326 LOXIAL ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/C0 COMMENTS SHEET 9 Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H op Alan G. Franklin Lc. No. 35326 10NAL ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENT 04/26/16 - VDOT/ACSA/CO COMMEN 06/13/16 - VDOT/ACSA/CO COMM EN SHEET C5.0 25 of 26 Qty. Symbol Satan cal Name lCommon Name Size I Canopy/Unit I Species Canopy (Comments � a J z 12 AA Acer rubrum'Autumn Flame' !Autumn Flame Maple 2" Col. 397 4,764 Alternative/Mix -Acer rubrum 'October dory` 12 AR ;Acer rubrum'Red Sunset` Ped Sunset Maple 2" Cal. 397 4,764 13 AS Acer sacchorum'Qreen Mountain' 'Green MountainSugarMaple 2' Cal. 195 2,535 Alter native%Mix -Acer saccharum' Bonfire' 10 AC .Acer saccharum'Commemoration Commemora#Ivan Sugar Maple 2"Cal. 195 1,950 Alternative/#vlix - Acer sacchcarunn Flash Fire' 14 AM Amleanchier x grandifIora 'Autumn Brilliance' 'Autumn Brilliance Serviceberiy 8` Clump 130 1,820 � 27 BN Betula ,nigra Dura -,-Heat' `Dsura-Heat River Birch 14' Clump 397 10,719 1.9 CD Cedrus deodara Dieodar Cedar 8' 143 2,717 Alternative/Mix - Picea punge�ns'glauca'_ 12 CC Cercis canadensis ` Forest Pansy' Forest Pansy Redbud 6' 124 1,488 ........... .. .. . ..... Alternative/ Ji ix - Cercis canadensis 'The Rising Sun' ..: 14 CF Cornus florida'Cherokee Princess' 'White Dogwood 6' ; 1��1 1,73.6 tvix"Prir?ce�s` wi#Ii'Bros�re' and 'Appalachian I�li�s 22 :1.1 Lagerstroemia indica'Dynamite Red' Dynamite Red Creapernyrtle 6' 77 1,694 iviix `Dynamite` Vvith'Pink Velour' and `Nat hez' 7 LS Liquidambar sytraciflua 'Rotundiloba' (1) Riotundiloba Sweetgurn 2'" Cal. ........ i 206 . 1,442 Q 38 CV tis#rya virginicainca ',American Hophornbeam 6'- 8` 99 3,762 45 PA Picea abies Nlorway Spruce 8, 41 1,845 Alternafive/Mix - Ades conco,lor 51 PS Pinus strobus 'shite Pirie 8' 118 ......... . 6,018 ; Alternei#ive/ivllx - Juniperus virginiana 'Canaert' 49 PY Pinus sylvestris Scotch Pine 8' 90 4,410 Alternative/Mix - Pinus nigra 9 PL PIatanus averifolia (1) l Condon Planetree 2" Cal. 368 3,312 27 QB Quercus bicolor (1)'Swamp White Oak 2" Cal. 291 8,073 13 QC Quercus coccinea ;Scarlet Oak 2" Cal. 370 4,810 ;Alternative/Mix - Quercus rublra 14 QP Quercus palustris Pin Oak 2`" Cal. 370 5,180 .:.. ,., 14 QW Quercus phe(los ;W llow Oak 2" Cal. 370 5,180 20 QS Quercus shumardil (1) Slhumard Oak T Cal. 329 6,580 49 TC Tilia cordata 'Creenspire` reenspire Linden 2" Cal. 249 12,201 1.9 ND Nandina domestica 'Jaytee' j.Hlarbor Belle Nandina 12"-15' i 4 76 9 VD Viburnum davidi; "David Viburnum 15"-19' 8 72 97,148 Canopy Requirement Acreage Phase 1 (SF) 1,201,951 <10 DU/AC 20% Canopy Required (1,201,951 SF x 20%) 240,3911 Canopy Credit - Areas to be Preserved (195,44.3 SF x 1.25) 244;304 Canopy Provided by New Landscaping (SF) 97;148 Canopy Provided 341,4.52 Parking Lot Landscaping - NA Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADII` PROPOSED GRADING 00 w0� loom wr w �r do" MIN. 5' WHERE DRIPLINE '"MMOOW IS LESS THAN 5' w: CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Plate 3.38-1 F-072 D ETAI L IN.T.S. GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 029900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT /AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCUIRRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINIISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. _ LTANO : IPJI -------- MULCH LAYER (AS SPECIFIED) --FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER MULCH LAYER- (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE THAN-., FINISHED GRADE 3" TAPERING UP TO 1" AT TREE COLLAR. BLEND WITH TO EXISTING GRADE AS i" / - PLANTING SOIL MIX NECESSARY AT OUTER PIT EDGE / (AS SPECIFIED) FINISHED GRADE IT I PLANTING SOIL MIX ------- REMOVE TOP ? OF BURLAP AND/OR - ALL NON -BIODEGRADABLE PACKAGING AFTER FINAL PLACEMENT OF ROOTBALL SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN REMOVE AS NECESSARY TO ACILITATE PROPER DRAINAGE ROOTBALL PITS SECTION COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON 2-3 AREA SIDE OF PLANTING as RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE L-001 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL (FOR EVERGREENS 01 (1) STAKE & GUY PER OPTION 1: VERTICAL (2) STAKES & GUYING TREE. SET STAKES 1E AROUND THE TREE. S GUYING A MININUM 0 HEIGHT OF TREE AND THE LOWEST BRANCF GUY(WIRE TREE STAKING OPTIONS SECTION, PLAN L-002 N.T.S. 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE STAKING_ OPTIONS �n ■0.CGIt- REFER TO TREE ROOTBAL LA" PIT DETAIL 20: COMPACT EXCAVATED SOIL TO FORM- ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 2 SECTION, PLAN STAKES ON "HIGH" SIDE OF TREE ONLY. L ! DIRECTION O I OF SLOPE z 0 PLAN a_ w ©_ w MULCH LAYER -TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED L-003 N,T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR TREE STAKING 0 'A', 20 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE PIT DETAIL TREE PLANTING SECTION, PLAN SECTION N.T.S. CULTIVATED SOIL L-001 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 0p Alan G. Franklin Lc. No, 35326 S ZONAL 2 ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS SHEET C5.1 26 of 26 z a J z a Q Z W LJL Q o z � Q z W � o U � � LU J � W m C� � Q Z (All ryW J Q 0 Q 0 ISSUED: 7/6/15 SCALE: - REVISIONS: 10/15/15 - VDOT/ACSA/CO COMMENTS 04/26/16 - VDOT/ACSA/CO COMMENTS 06/13/16 - VDOT/ACSA/CO COMMENTS SHEET C5.1 26 of 26