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HomeMy WebLinkAboutSDP201500059 Plan - Approved Initial Site Plan 2015-12-07jD7r-­A """N COUNTV.,L, V11D f-1 INI A -u - A A JD 'H MAJILDX 9) !Ac L s I wl V311811110, I _11111 VICINITY MAR SCALE: 1" = 500' SHEET NOTES SHEET EXISTING CONDITIONS SHEET REZONING APPLICATION/BLOCK PLAN SHEET SITE LAYOUT PLAN SHEET SITE LAYOUT PLAN SHEET7 ROUTE 20 IMPROVEMENTS LAYOUT PLAN SHEET8 TYPICAL ROAD SECTIONS SHEET ROAD PROFILES SHEET 10 ROAD PROFILES SHEET 11 SITE GRADING PLAN SHEET 12 SITE GRADING PLAN SHEET 13 ROUTE 20 IMPROVEMENTS GRADING PLAN SHEET 14 SITE DETAILS SHEET 15 SITE LANDSCAPE PLAN SKEET 16 SITE LANDSCAPE PLAN SHEET 17 LANDSCAPE DATA SHEET 18 LANDSCAPE DETAILS SHEET 19 SITE UTILITY PLAN SHEET 20 SITE UTILITY PLAN SHEET 21 ROUTE 20 SANITARY SEWER EXTENSION PLAN SHEET 22 ROUTE 20 SANITARY SEWER EXTENSION PLAN SHEET 23 WATERLINE DETAILS SHEET 24 SANITARY SEWER DETAILS VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PHI 434-531-3600 mkeller@terraconceptspe.com Jan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com '�VITH OF Alar ranklin lic. No. 35326 SNA L ISSUED: SCALE: REVISIONS: 12-07-15 Iffm- ""ENERAL NOTES- NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. PROFFERS: PR�ih=Q PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1.AFFORDABLE HOUSING. (THE AFFORDABLE HOUSING UNITS WILL BE PROVIDED IN THE FORM OF FOR SALE O RENTAL __ 40% .. _._ NON -IMPERVIOUS AREA. -_ ... ___ 338,890, UNITS). THE COMMUNITY COULD HAVE AS FEW AS 80 UNITS AND AS MANY AS 100 DWELLING UNITS. THE OWNER SHALL DEVELOPER: 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 THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE PROVIDE 15% OF THE DWELLING UNITS CONSTRUCTED AS "AFFORDABLE HOUSING UNITS" WITHIN THE PROJECT IN THE FORM DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE OF 2 OR 3 STORY TOWNHOUSES. PROPERTY OWNER: AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WOK AND WORK. HOUSING COSTS (RENT AND UTILITIES) FOR TENANTS WOULD BE $787 (50% MEDIAN INCOME). ZONING: IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN THE ALBEMARLE COUNTY AFFORDABLE HOUSING POLICY DEFINES AFFORDABLE HOUSING AS THE FOLLOWING: AFFORDABLE ADDRESSING THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE, I.E. WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON HOUSING, IN GENERAL TERMS MEANS SAFE, DECENT HOUSING WHERE HOUSING COSTS DO NOT EXCEED 30% OF THE GROSS TAX MAP / PARCEL #: 5. THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN HOUSEHOLD INCOME. HOUSING COSTS FOR HOMEOWNERS SHALL INCLUDE PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND MAGISTERIAL: 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. HOMEOWNER'S INSURANCE (PIT[). HOUSING COSTS FOR TENANTS SHALL BE TENANT -PAID RENT AND TENANT -PAID UTILITIES ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT COMPREHENSIVE PLAN: WITH MAXIMUM ALLOWANCES FOR UTILITIES TO BE THOSE ADOPTED BY THE HOUSING OFFICE FOR THE HOUSING CHOICE PROPERTY ADDRESS: BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE O 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER VOUCHER PROGRAM. AND VOID. 5. S C CA IONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE PROPERTY SIZE: VITO CETTA, 1730 OWENSFIELD DRIVE, CHARLOTTESVILLE, VA 22901 (T) 434-531-2192, vitocetta@mac.com SPRING HILL VILLAGE HOLDINGS, LLC 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VA 22901 90-28 1776 SCOTTSVILLE ROAD 12.991 ACRES (12.935 ACRES AFTER R.O.W DEDICATION ON ROUTE 20 & AVON ST.) SCOTTSVILLE t NMD E � URBAN DENSITY RESIDENTIAL 7.7 DU/ACRE _� F('0 f 0`70 AP -0 �H ' MOORES CREEK ALBEMARLE COUNTY SERVICE AUTHORITY (REQUIRES OFF-SITE SEWER EXTENSION) SEE THIS SHEET ,. $,il rr ,,/, .. y SEE ZMA201300017 FOR WAIVERS OBTAINED" , I I. , / ) , %G1 t- • _.11 _ F PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & 11/15/07. USGS VERTICAL DATUM NAVD'88 SURVEY CONTROL POINT T-6, NAIL AND FLASHER; ELEVATION = 649.10 RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902, 434-974-7377 NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005 LAND USE BREAKDOWN _ _ NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. AC CONSTRUCTION PE IFI T AFFORDABLE HOUSING IS DEFINED, FOR THE PURPOSE OF THIS POLICY, AS THOSE HOUSES AFFORDABLE TO THE FORTY _224,563 5,155 i -v __ 40% .. _._ NON -IMPERVIOUS AREA. -_ ... ___ 338,890, PERCENT OF THE COUNTY POPULATION THAT HAVE HOUSEHOLD INCOMES AT OR BELOW 80% OF THE AREA MEDIAN INCOME, 60% 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED FOR 2003, THE MAXIMUM AFFORDABLE HOME FOR PURCHASE (80% MEDIAN INCOME) WOULD BE $172,000 AND MAXIMUM THESE IMPROVEMENTS REQUIRE A RETAINING WALL AND / OR A REWORKING OF STAIRS, THESE IMPROVEMENTS SHALL SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 19. DESCRIPTION. HOUSING COSTS (RENT AND UTILITIES) FOR TENANTS WOULD BE $787 (50% MEDIAN INCOME). ZONING: OWNERS. BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE ADDRESSING THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE, I.E. TRAILS AND OTHER FEATURES THE COUNTY ENGINEER DETERMINES ARE NEEDED TO VERIFY THAT THE PLAN ROADS (ADT < 400) `N ACCORDANCE WITH THE NOTES IN TABLE 1 (GS-SSAR) OF THE VDOT SUBDIVISION STREET 41. APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). EACH AFFORDABLE HOUSING UNIT SHALL BE LOCATED ON A SINGLE LOT. THE OWNER SHALL HAVE OFFERED FOR RENTOR MAGISTERIAL: 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, SALE AS PROVIDED HEREIN EACH AFFORDABLE HOUSING UNIT WITHIN THE PROJECT. THE OWNER SHALL CONVEY THE COMPREHENSIVE PLAN: EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). c) ALL PROPOSED GRADING SHALL BE SHOWN WITH CONIFOUR INTERVALS NOT GREATER THAN TWO (2) FEET. ALL 3. ROAD B MAY BE WIDENED TO PERMIT ON -STREET PARKING. OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, RESPONSIBILITY OF CONSTRUCTING THE AFFORDABLE HOUSING UNITS TO THE SUBSEQUENT OWNERS OF LOTS DESIGNATED AND VOID. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE ETC. AFFORDABLE ON THE SITE PLANS OR PLATS. PERMITTED DENSITY: CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR EACH NEW UNIT FROM THE FLOODING OF DWELLINGS IN THE EVENT A STORM SEWER FAILS. DRINKING WATER OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. (A). RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE HOUSING UNIT SHALL NOT WATERSHED: ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Lot 82 has a 2 -Car Parking Apron EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE HOUSING UNIT MAY WATER & SEWER SOURCE: THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EXTENSION OF THE INE. BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF THIS PROFFER STATEMENT, THE TERM "NET RENT" PLAN FOR THE LAND DISTURBING ACTIVITY. THESE STEEPER SLOPES SHALL NOT EXCEED A GRADIENT OF TWO (2) 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE (OUTFALL EASEMENTS ARE TO BE EXTENDED TO A ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PROCEEDING CALENDAR YEAR IN MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH PROFFERS: ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT 9. _ MAINTAINED BY THE CONTRACTOR R IN THE FIELD. A MARKUP ET F PLAN AS BUILT CONSTRUCTION DATA SHALL BE MAINTAI CO RAC O U S O S FOR -RENT AFFORDABLE HOUSING UNITS MAY NOT EXCEED THE MAXIMUM RENT ESTABLISHED IN THIS PARAGRAPH O C U S S 24. STRUCTURE. OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND THE IMPACTS. - SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. SHALL APPLY FOR A PERIOD OF TEN (10) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY WAIVER / VARIANCE NON-RESIDENTIAL UNIT TYPE SF REQUIRED CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION THE COUNTY FOR EACH FO -RENT AFFORDABLE HOUSING UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE REQUESTS: EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION ���� ���������� FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN CHECKLIST. COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME T THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE SURVEY SOURCES: CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS TERM"). THE OWNER OF EACH AFFORDABLE HOUSING UNIT SHALL, AT THE REQUEST OF THE ALBEMARLE COUNTY ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY 25. AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. OFFICE OF HOUSING, PROVIDE WRITTEN REPORTS DOCUMENTING RENTAL RATES AND OCCUPANCIES OF THE DRAINAGE TO IT. DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WOK. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING AFFORDABLE UNITS. DATUM: 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED 1N ACCORDANCE WITH VDOT'S VIDEO ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS ._ _... _ .. _1.11.1. -.--.- - _.. -_1111 . ,. _ _µ.. CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY; SUNDAYi 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER OF THE BUILDING SITE. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE (B.) FOR SALE. ALL PURCHASERS OF FOR -SALE AFFORDABLE HOUSING UNITS SHALL BE APPROVED BY THE LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND .ARE NOT TO BE LOCATED BEHIND ANY WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF , REQUIREMENTS OF THE PERMIT SHALL GOVERN. ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE, THE OWNER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE BENCHMARK: THAN TEN (10) FEET, FROM THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES NO STEEPER THAT PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE 180 DAYS TO IDENTIFY AND PRE -QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE HOUSING UNITS. THE 180 - DAY TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES T70 DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. !.... - 110 ,SINGLE .. 8.78 BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE OWNER THAT THE UNITS WILL BE AVAILABLE FOR SALE. i....._ ... 24 230 18 24 242 2i1 _ . '... BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A VDOT UNLESS OTHERWISE NOTED. THIS NOTICE SHALL NOT BE GIVEN MORE THAN 120 DAYS PRIOR TO THE ANTICIPATED RECEIPT OF THE CERTIFICATION OF CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE I) ANY REQUIREMENT OF THIS PROFFER MAY BE WAIVED BY SUBMITTING A REQUEST FOR SPECIAL EXCEPTION WITH _ - ___-_ ' _ _1111. . OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER DURING THIS PERIOD, THE 100 -YEAR FLOOD INFO: OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION OWNER SHALL HAVE THE RIGHT TO SELL THE UNITS WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF CONTAINING A VALID PROFESSIONAL SEAL FROM A PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR LAND NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE O INJURY ON-SITE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, PURCHASER. IF THESE UNITS ARE SOLD, THIS PROFFER SHALL APPLY TO THE FIRST SALE OF EACH UNIT. THE MAXIMUM SURVEYOR. IN REVIEWING A WAIVER REQUEST, THE. COUNTY ENGINEER SHALL CONSIDER WHETHER THE _11.11 m. -1111,.. _.. DURING CONSTRUCTION UNLESS IT 1S DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED INV FRONT FOR WHEEL BEARING. DUMPSTER:1111, SALES PRICE FOR AFFORDABLE HOUSING UNITS (65% OF VHDA'S MAXIMUM SALES PRICE FOR FIRST-TIME HOMEBUYERS). _- -.. _. _ __ _-_ _ _.__._ .___ _ m . __ 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE CALCULATION CURRENTLY PUT THE MAXIMUM SALE PRICE FOR AFFORDABLE HOUSING UNITS AT $211,250. 31. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO j) 1N THE EVENT THAT THE COUNTY ADOPTS OVERLOT GRADING REGULATIONS AFTER THE DATE THIS PROFFER IS . -- --- 1,000 11.01 1,55 1.49 2.37 '; 0.98 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT' STANDARDS. COMMENCING GRADING OF THE SITE.. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF AREA STATISTICS: THIS PROFFER SHALL SUPERSEDE THE CORRESPONDING REQUIREMENT OF THIS PROFFER, SUBJECT TO THE � 11..1. 1..... _. . ...1-1 . - 32. 3:1 OR BETTER ARE TO BE ACHIEVED. APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE (C). CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE r . . ­. ...-.. _.,.. TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPT IONS OF SERVICE SHALL BE IMMEDIATELY 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY � HOUSING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS AT ITS SOLE EXPENSE, THE OWNER SHALL PLAN, DESIGN, BOIND AND CONSTRUCT THE IMPROVEMENTS SHOWN ON THE ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. THE TERMS OF THIS PARAGRAPH 1. IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT ALL PVC CONDUIT SHALL BE SCHEDULE 40. ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. AFFORDABLE HOUSING UNIT OR ANY PART THEREOF, DURING THE AFFORDABLE E TERM SHALL CONTAIN A COMPLETE AND COUNTY APPROVED ENGINEERING DRAWINGS TITLED DEVELOPMENT CONCEPT PLAN, SHEET 4 DATED 10.21.13 AND 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY PARAGRAPH 1A. AT LEAST THIRTY (30) DAYS REVISED ON 8.29.14 AS PREPARED BY ALAN FRANKLIN PE, FOR BOTH SCOTTSVILLE ROAD AND AVON EXTENDED. THE 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM K' COPPER TUBING. PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE UNIT DURING THE AFFORDABLE TERM, DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY' THE CONTRACTOR. IMPROVEMENTS SHALL BE COMPLETED AND APPROVED BY VDOT AND THE COUNTY PRIOR TO THE FIRST CERTIFICATE OF ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL OCCUPANCY FOR ANY STRUCTURE ON THE PROPERTY. AS PART OF THIS PROCESS, THE DEDICATION TO PUBLIC USE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE PARAGRAPH 1C HAVE BEEN SATISFIED. VITO CETTA, 1730 OWENSFIELD DRIVE, CHARLOTTESVILLE, VA 22901 (T) 434-531-2192, vitocetta@mac.com SPRING HILL VILLAGE HOLDINGS, LLC 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VA 22901 90-28 1776 SCOTTSVILLE ROAD 12.991 ACRES (12.935 ACRES AFTER R.O.W DEDICATION ON ROUTE 20 & AVON ST.) SCOTTSVILLE t NMD E � URBAN DENSITY RESIDENTIAL 7.7 DU/ACRE _� F('0 f 0`70 AP -0 �H ' MOORES CREEK ALBEMARLE COUNTY SERVICE AUTHORITY (REQUIRES OFF-SITE SEWER EXTENSION) SEE THIS SHEET ,. $,il rr ,,/, .. y SEE ZMA201300017 FOR WAIVERS OBTAINED" , I I. , / ) , %G1 t- • _.11 _ F PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & 11/15/07. USGS VERTICAL DATUM NAVD'88 SURVEY CONTROL POINT T-6, NAIL AND FLASHER; ELEVATION = 649.10 RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 22902, 434-974-7377 NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005 LAND USE BREAKDOWN _ _ _. _. SF AC „__ % ,}IMPERVIOUS AREA _1111. _...4._. _224,563 5,155 i -v __ 40% .. _._ NON -IMPERVIOUS AREA. -_ ... ___ 338,890, 7.780 .. 60% . _ 111:1. -1.111 ..... TOTAL SITE ACREAGE.** 563,453 _ ........... -. 12.935 . 1_-0 -01-% .. **AFTER R.O.W. DEDICATION ON ROUTE 20 AND AVON STREET 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR I /-%F-"/-%F-" AND kaki , CONSTRUCTION INDUSTRY (29 CFR PART 1926). - SETBACKS: SEE LAYOUT PLAN SHEETS AND CODE OF DEVELOPMENT SLOPE IS 2:1(HORIZONTAL:VERTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTF.-a ARE TO SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ENGINEER PRIOR TO APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLAN. NO BUILDING PERMIT SHALL BE ISSUED 1. REFER TO THE G DE OF DEVELOPMENT AND PROFFERS SUBMITTED AS PART OF THIS APPLICATION. 2. CASH PROFFERS FOR RESIDENTIAL UNITS. BEGINNING WITH THE THIRTEENTH RESIDENTIAL UNIT FOR WHICH A MAX. NUMBER OF EMPLOYEES: TBD STANDARD PE -1. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS BUILDING PERMIT IS OBTAINED, THE OWNER SHALL CONTRIBUTE CASH FOR EACH NEW RESIDENTIAL UNIT THAT IS NOT SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED :SUBGRADE ELEVATIONS. THESE IMPROVEMENTS REQUIRE A RETAINING WALL AND / OR A REWORKING OF STAIRS, THESE IMPROVEMENTS SHALL SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT 2. TO ACCOMMODATE THE STEEP TOPOGRAPHY OF THE SITE, ALL PROPOSED ROADWAYS WITHIN THE DEVELOPMENT 19. CLASSIFIED AS AN AFFORDABLE HOUSING UNIT. THIS CASH CONTRIBUTION SHALL BE FOR THE PURPOSES OF AMENITY SPACE: SEE SHEET 4 a) THE PLAN SHALL SHOW ALL PROPOSED STREETS, BUILDING SITES, SETBACKS, SURFACE DRAINAGE, DRIVEWAYS, OWNERS. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE ADDRESSING THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE, I.E. TRAILS AND OTHER FEATURES THE COUNTY ENGINEER DETERMINES ARE NEEDED TO VERIFY THAT THE PLAN ROADS (ADT < 400) `N ACCORDANCE WITH THE NOTES IN TABLE 1 (GS-SSAR) OF THE VDOT SUBDIVISION STREET 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATION. THE CASH CONTRIBUTION SHALL BE TWENTY GREEN SPACE: SEE SHEET 4 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT START OF CONSTRUCTION. THOUSAND FOUR HUNDRED SIXTY AND 57/100 DOLLARS ($20,460.57) CASH FOR EACH NEW SINGLE-FAMILY DETACHED SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). c) ALL PROPOSED GRADING SHALL BE SHOWN WITH CONIFOUR INTERVALS NOT GREATER THAN TWO (2) FEET. ALL 3. ROAD B MAY BE WIDENED TO PERMIT ON -STREET PARKING. DWELLING UNIT. THE CASH CONTRIBUTION SHALL BE THIRTEEN THOUSAND NINE HUNDRED THIRTEEN AND 18/100 PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS - SEE PLANS FOR DETAILS. AND VOID. CONCENTRATED SURFACE DRAINAGE OVER LOTS SHALL BE CLEARLY SHOWN WITH THE PROPOSED GRADING. ALL 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE DOLLARS ($13,913.18) CASH FOR EACH SINGLE FAMILY ATTACHED OR TOWNHOUSE DWELLING UNIT. THE CASH W/ 2 -CAR GARAGE & 2 -CAR PARKING APRON (UNITS 54-69 % 83-90) 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART 21. CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR EACH NEW UNIT FROM THE FLOODING OF DWELLINGS IN THE EVENT A STORM SEWER FAILS. OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE IN ODER TO BE CONSISTENT WITH CURRENT STATE LAW. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE WITH 1-CARGARAGE& 1 -CAR PARKING APRON (UNITS 1-14 &70-82) 27 61 MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Lot 82 has a 2 -Car Parking Apron 43. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE STEEPER SLOPES SHALL BE VEGETATED WITH LOW/ MAINTENANCE VEGETATION AS DETERMINED TO BE QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN BEGINNING JANUARY 1, 2015, THE AMOUNT OF THE CASH CONTRIBUTION REQUIRED BY THIS PROFFER SHALL BE ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. PLAN FOR THE LAND DISTURBING ACTIVITY. THESE STEEPER SLOPES SHALL NOT EXCEED A GRADIENT OF TWO (2) EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE (OUTFALL EASEMENTS ARE TO BE EXTENDED TO A ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PROCEEDING CALENDAR YEAR IN FEET OF HORIZONTAL DISTANCE FOR EACH ONE (1) FOOT OF VERTICAL RISE OR FALL, UNLESS THE COUNTY 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE HAS INSTALLED GENERAL SERVICE. BOUNDARY INE OR A NATURAL WATERCOURSE. THE MARSHALL AND SWIFT BUILDING COST INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE 24. STRUCTURE. VDOT FOR PUBLIC ROADS. THE IMPACTS. - ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THIS PROFFER. THE ANNUAL ADJUSTMENT 45. BE 8'X WAND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN NON-RESIDENTIAL UNIT TYPE SF REQUIRED 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A ACCESSIBLE SPACES SHALL 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION ���� ���������� FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR, AND CONGREGATE PARKING TO BE PROV IDED IN BLOCKS A, B, OR C CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR GTHER °�(� j(( 'STIMATE IAS ATF'S,, WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR Units 1-40 and Townhouse f) NO SURFACE DRAINAGE ACROSS A RESIDENTIAL LOT SHALL HAVE MORE THAN ONE-HALF (1/2) ACRE OF LAND CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, MOST RECENTLY ENDED. PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMIV10iONING 25. AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. DRAINAGE TO IT. OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE CONTROL BOND. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 3. REQUIREMENTSOFOF THIS PARAGRAPH A3 WITH LL TI E APPLICATION FORDIACH SUBDIVISIONIA HAS OF THE PROPERTY. HEE J�0�� I NOTES 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE I /-%F-"/-%F-" AND kaki , PLAN SHALL SHOW EXISTING AND PROP05ED TOPOGRAPHIC FEATURES. THE PLAN SHALL BE APPROVED BY THE COUNTY - 38. SLOPE IS 2:1(HORIZONTAL:VERTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTF.-a ARE TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT ENGINEER PRIOR TO APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLAN. NO BUILDING PERMIT SHALL BE ISSUED 1. REFER TO THE G DE OF DEVELOPMENT AND PROFFERS SUBMITTED AS PART OF THIS APPLICATION. BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. STANDARD PE -1. FOR ANY DWELLING ON A LOT WHERE THE COUNTY ENGINEER HAS DETERMINED THE LOT GRADING IN NOT CONSISTENT 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED :SUBGRADE ELEVATIONS. THESE IMPROVEMENTS REQUIRE A RETAINING WALL AND / OR A REWORKING OF STAIRS, THESE IMPROVEMENTS SHALL WITH THE APPROVED PLAN. THE PLAN SHALL SATISFY THE FOLLOWING: 2. TO ACCOMMODATE THE STEEP TOPOGRAPHY OF THE SITE, ALL PROPOSED ROADWAYS WITHIN THE DEVELOPMENT 19. PAVED, RIP -RAP O STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL a) THE PLAN SHALL SHOW ALL PROPOSED STREETS, BUILDING SITES, SETBACKS, SURFACE DRAINAGE, DRIVEWAYS, HAVE BEEN DESIGNED USING THE AASHTO GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL 40. AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. TRAILS AND OTHER FEATURES THE COUNTY ENGINEER DETERMINES ARE NEEDED TO VERIFY THAT THE PLAN ROADS (ADT < 400) `N ACCORDANCE WITH THE NOTES IN TABLE 1 (GS-SSAR) OF THE VDOT SUBDIVISION STREET 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED SATISFIES THE REQUIREMENTS OF THIS PROFFER. DESIGN GUIDE. (20 MPH DESIGN SPEED). ROADS 'A' AND WARE PROPOSED AS PUBLIC ROADS. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT b THE PLAN SHALL BE DRAWN T ) O A SCALE NOT SMALLER THIAN (1) INCH EQUALS FIFTY (50) FEET. SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL c) ALL PROPOSED GRADING SHALL BE SHOWN WITH CONIFOUR INTERVALS NOT GREATER THAN TWO (2) FEET. ALL 3. ROAD B MAY BE WIDENED TO PERMIT ON -STREET PARKING. 42. STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. AND VOID. CONCENTRATED SURFACE DRAINAGE OVER LOTS SHALL BE CLEARLY SHOWN WITH THE PROPOSED GRADING. ALL AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL W/ 2 -CAR GARAGE & 2 -CAR PARKING APRON (UNITS 54-69 % 83-90) PROPOSED GRADING SHALL BE DESIGNED TO ASSURE THAT SURFACE DRAINAGE CAN PROVIDE ADEQUATE RELIEF Apron spaces not included in "Provided On Lot" 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC FROM THE FLOODING OF DWELLINGS IN THE EVENT A STORM SEWER FAILS. BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. d) GRADED SLOPES ON LOTS PROPOSED TO BE PLANTED WITH TURF GRASSES (LAWNS) SHALL NOT EXCEED A 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE WITH 1-CARGARAGE& 1 -CAR PARKING APRON (UNITS 1-14 &70-82) 27 61 GRADIENT OF THREE (3) FEET OF HORIZONTAL DISTANCE: FOR EACH ONE (1 ) FOOT OF VERTICAL RISE OR FALL (3:1). Lot 82 has a 2 -Car Parking Apron 43. REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR STEEPER SLOPES SHALL BE VEGETATED WITH LOW/ MAINTENANCE VEGETATION AS DETERMINED TO BE QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN APPROPRIATE BY THE COUNTY'S PROGRAM AUTHORITY IN ITS APPROVAL OF AN EROSION AND SEDIMENT CONTROL Located in Block B Parking Lot 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM( AISLE WIDTH UNLESS OTHERWISE ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. PLAN FOR THE LAND DISTURBING ACTIVITY. THESE STEEPER SLOPES SHALL NOT EXCEED A GRADIENT OF TWO (2) SPECIFIED. + FEET OF HORIZONTAL DISTANCE FOR EACH ONE (1) FOOT OF VERTICAL RISE OR FALL, UNLESS THE COUNTY Shared/Guest parking spaces in Block C adjacent to Road 'D' HAS INSTALLED GENERAL SERVICE. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY ENGINEER FINDS THAT THE GRADING RECOMMENDATIONS FOR STEEPER SLOPES HAVE ADEQUATELY ADDRESSED 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO VDOT FOR PUBLIC ROADS. THE IMPACTS. - 45. BE 8'X WAND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN NON-RESIDENTIAL UNIT TYPE SF REQUIRED e) SURFACE DRAINAGE MAY FLOW ACROSS UP TO THREE (3) LOTS BEFORE BEING COLLECTED IN A STORM SEWER OR ACCESSIBLE SPACES SHALL 12. VDOT STANDARD CD -1 O 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 PROIFILES. DIRECTED TO A DRAINAGE WAY OUTSIDE OF THE LOTS. ���� ���������� CONGREGATE PARKING TO BE PROV IDED IN BLOCKS A, B, OR C °�(� j(( 'STIMATE IAS ATF'S,, 10 Radial parking spaces on Private Road 'D' serve as guest parking for Townhouse Units 1-40 and Townhouse f) NO SURFACE DRAINAGE ACROSS A RESIDENTIAL LOT SHALL HAVE MORE THAN ONE-HALF (1/2) ACRE OF LAND 22 Extra parking spaces in Block B parking lot serve as guest parking for Townhouse Units 29-41, Tawnhouse Units 79-82, and a portion of future non-residential uses. 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. DRAINAGE TO IT. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED 1N ACCORDANCE WITH VDOT'S VIDEO ALL DRAINAGE g) FROM STREETS SHALL BE CARRIED ACROSS LOTS 1N A STORM SEWER TO A POINT BEYOND THE REAR ._ _... _ .. _1.11.1. -.--.- - _.. -_1111 . ,. _ _µ.. CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY; SUNDAYi CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. OF THE BUILDING SITE. 1111.- w...... .w.__ .... __-.,..--. (PER UNIT) ' AM (PER UNIT) PM (PER UNIT) 3 ' 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND .ARE NOT TO BE LOCATED BEHIND ANY h) THE PLAN SHALL DEMONSTRATE THAT AN AREA AT LEAST' TEN (10) FEET IN WIDTH, O TO THE LOT LINE IF IT IS LESS , KIN PACES. PARKING S THAN TEN (10) FEET, FROM THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES NO STEEPER THAT 21 FAMILY DETACHED 9.57 0.75 1 01 10 1 TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES T70 DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. !.... - 110 ,SINGLE .. 8.78 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY THIS AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE i....._ ... 24 230 18 24 242 2i1 _ . '... TRAVELWAYS SHALL BE 12' WIDE. DWELLING TO THE STREET. _1111... ,.-1111 - _ _,.. .....,,.. __�._. ... -. 1-111-1-11 ........ -. _... . I) ANY REQUIREMENT OF THIS PROFFER MAY BE WAIVED BY SUBMITTING A REQUEST FOR SPECIAL EXCEPTION WITH _ - ___-_ ' _ _1111. . 29. ° t S ARE NOT TO PARKING AREAS ARE NOT TO EXCEED 5 /o GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREA THE OVER -LOT GRADING PLAN, IF SUCH A REQUEST IS MADE IT SHALL INCLUDE A JUSTIFICATION FOR THE REQUEST 230 ; _ _ CONDOMINIUM /TOWNHOUSE /DUPLEX 5.86 0.44 0.52 5.67 4 84 ._ __ EXCEED 2% IN ANY DIRECTION. CONTAINING A VALID PROFESSIONAL SEAL FROM A PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR LAND " ,. , _ - _1111._.. -... 66 .. 387 29 . 34 374 319 SURVEYOR. IN REVIEWING A WAIVER REQUEST, THE. COUNTY ENGINEER SHALL CONSIDER WHETHER THE _11.11 m. -1111,.. _.. 30. PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED INV FRONT FOR WHEEL BEARING. DUMPSTER:1111, ALTERNATIVE PROPOSED BY THE OWNER SATISFIES THIS PURPOSE OF THE REQUIREMENT TO BE WAVED TO AT _- -.. _. _ __ _-_ _ _.__._ .___ _ m . __ LEAST AN EQUIVALENT DEGREE, 710 ,GENERAL OFFICE (GSF/1000) 11.01 1.55 i 1 49 .__ 2 37 0.98 -1111_- . ... ._. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" j) 1N THE EVENT THAT THE COUNTY ADOPTS OVERLOT GRADING REGULATIONS AFTER THE DATE THIS PROFFER IS . -- --- 1,000 11.01 1,55 1.49 2.37 '; 0.98 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT' STANDARDS. APPROVED, ANY REQUIREMENT OF THOSE REGULATIONS THAT IS LESS RESTRICTIVE THAN ANY REQUIREMENT OF __ = - ... - N .. .. _.. _------_ . _._ _.. 1 _1 1, . .. THIS PROFFER SHALL SUPERSEDE THE CORRESPONDING REQUIREMENT OF THIS PROFFER, SUBJECT TO THE � 11..1. 1..... _. . ...1-1 . - 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. ITRIPS GENERATED 616 47 59 617 530 STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE r . . ­. ...-.. _.,.. ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 4. IMPROVEMENTS TO SCOTTSVILLE RD AND AVON EXTENDED AT ITS SOLE EXPENSE, THE OWNER SHALL PLAN, DESIGN, BOIND AND CONSTRUCT THE IMPROVEMENTS SHOWN ON THE 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. COUNTY APPROVED ENGINEERING DRAWINGS TITLED DEVELOPMENT CONCEPT PLAN, SHEET 4 DATED 10.21.13 AND 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ANLL WATER SERVICE LATERAL TO BE TYPE' REVISED ON 8.29.14 AS PREPARED BY ALAN FRANKLIN PE, FOR BOTH SCOTTSVILLE ROAD AND AVON EXTENDED. THE K' COPPER TUBING. IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED TO THE COUNTY AND VDOT STANDARDS, INCLUDING THE DESIGN AND CONSTRUCTION OF RELATED DRAINAGE, SLOPE AND UTILITY EASEMENTS AS APPLICABLE. THESE 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM IMPROVEMENTS SHALL BE COMPLETED AND APPROVED BY VDOT AND THE COUNTY PRIOR TO THE FIRST CERTIFICATE OF 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL OCCUPANCY FOR ANY STRUCTURE ON THE PROPERTY. AS PART OF THIS PROCESS, THE DEDICATION TO PUBLIC USE SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE SHALL BE COMPLETED AT THE SAME TIME. THE OWNER SHALL OBTAIN APPROVAL OF ALL ROAD PLANS AND BOND PRIOR APPROPRIATE. TO THE ISSUANCE OF THE FIRST BUILDING PERMIT OR FIRST APPROVED SUBDIVISION PLAT, WHICHEVER COMES FIRST, TO ENURE THAT THESE IMPROVEMENTS CAN BE COMPLETED IN A TIMELY MANNER. THE IMPROVEMENTS SHALL BE 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED SUBGRADE DEEMED TO BE COMPLETE WHEN THEY ARE ACCEPTED INTO THE SECONDARY SYSTEM OF HIGHWAYS OR THE COUNTY ELEVATIONS. ENGINEER DETERMINES THAT THE ROADWAYS S ENT FOR TRAVEL AT ITS SOLE EXPENSE THE OWNER VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com IT E I�D\ IXD\ A , P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mke1Ier@terracomceptspc.o0rrn Alan Franklin PE, LLC Civil and Site Plan Engineering 427 CranberryLane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com LTH 0 j��r� l ✓�17 I Uc. No. 35326 W O ry , �`s'1 ON L ��� ISSUED: SCALE: 12-07-151 y _I I /-%F-"/-%F-" AND kaki , 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN 12 INCH OF REQUIRED FINISH ELEVATIONS. SHALL MAKE THE NEEDED IMPROVEMENTS, IF ANY ARE REQUIRED, TO THE PORTION OF THE LOT IMMEDIATELY ADJACENT TO THE SITE SOUTH ON ROUTE 20 THAT MAY BE NEEDED AS A RESULT OF WIDENING ROUTE 20. SHOULD 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED :SUBGRADE ELEVATIONS. THESE IMPROVEMENTS REQUIRE A RETAINING WALL AND / OR A REWORKING OF STAIRS, THESE IMPROVEMENTS SHALL I BE REVIEWED BY THE COUNTY ARCHITECTURAL REVIEW BOARD, SINCE ROUTE 20 IN AN ENTRANCE CORRIDOR ROAD. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.. G CU 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. PARKING PARKING RESIDENTIAL UNIT TYPE QTY. REQUIRED PROVIDED ON LOT 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY SINGLE-FAMILY DETACHED (2.00 SPACES/UNIT) 24 48 48 AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL W/ 2 -CAR GARAGE & 2 -CAR PARKING APRON (UNITS 54-69 % 83-90) Apron spaces not included in "Provided On Lot" FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECIT PRIOR TO PLANTING. PLANTING SHALL TOWNHOUSE W/ GARAGE (2.25 SPACES/UNIT) BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. WITH 2 -CAR GARAGE& NO PARKING APRON (UNITS 15-41) 27 61 54 WITH 1-CARGARAGE& 1 -CAR PARKING APRON (UNITS 1-14 &70-82) 27 61 55 Lot 82 has a 2 -Car Parking Apron 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY TOWNHOUSE W/O GARAGE (2.00 SPACES/UNIT) QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY CONGREGATE, SHARED PARKING LOT IN BLOCK B (UNITS 42-53) 12 24 46 Located in Block B Parking Lot PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND TOTAL: 194 203 ENTEND CONDUITS PAST BACK OF CURB O SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER + 10 Shared/Guest parking spaces in Block C adjacent to Road 'D' HAS INSTALLED GENERAL SERVICE. 213 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTO TEST. PARKING PARKING 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL NON-RESIDENTIAL UNIT TYPE SF REQUIRED PROVIDED DEVICES (MUTCD) STANDARDS. R&D FLEX OFFICE (PER ZONING REGULATIONS) TBD TBD TBD Non-residential uses will be limited by the availability of onsite parking CONGREGATE PARKING TO BE PROV IDED IN BLOCKS A, B, OR C 10 Radial parking spaces on Private Road 'D' serve as guest parking for Townhouse Units 1-40 and Townhouse Units 70-78 22 Extra parking spaces in Block B parking lot serve as guest parking for Townhouse Units 29-41, Tawnhouse Units 79-82, and a portion of future non-residential uses. VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com IT E I�D\ IXD\ A , P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mke1Ier@terracomceptspc.o0rrn Alan Franklin PE, LLC Civil and Site Plan Engineering 427 CranberryLane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com LTH 0 j��r� l ✓�17 I Uc. No. 35326 W O ry , �`s'1 ON L ��� ISSUED: SCALE: 12-07-151 y _I 0 dj k! 1 yt I \; t t i / 1 i '\i I } i } ", , l r R=788.51': ti \ — \,A=84.6§' \ T=42.38'i1 \ 0=84.64+ i \ DELTA= 6°09. 01 i 1 it TMP 90 t B JEANTT }SMITH D.B 71 Pi 579 D. . 534 P. X40 t i\ AV TMP 91-18 ( o� WENDELL W. WOOD ---640 i \ \ te, �" I D.B. 1727 P. 674 P. 677 PLAT - - i 1, 6 TMP 90-3511 �,� fi I '• - \I\ \ ®O :� ..-�;' — ,,/ T ' v: \ .n1i �I �(-[I'��,F--% x".�.— f✓"7 "' '.".i' .ter,.0._-`t-_____- \ ' ~�-j .,�/ C}`_ . '—. .:.•.,�-'n.✓"s'a ,f='/.'�"rn!`,",`��- -_s_r/e/'r '��s-,! _ r" _ ��e' -.,d,� _! %:. "r!'�y:''''.'�-r_,'rrs✓.;-i r -°'J-" r -;r'/ti---.-.p— ` !3 ,'62 (9,U9r-mi.-'S � j""'E/%f,y j/,j '� �'. \�1�l:()yt`l;/-�1-`: ,j! jft' ' f. /�!itr�tO% `t1f/� �t i,I,(J j'I�IfI '�,�'fj1'fr,�1/`I/ /�1 1- 'ir fi'' - '� �iI`�a�1l /i((; J ! j �i{/ �l '} 1t� ' "jI i�fl/ �1/'t��� %,i°l rlfij` r j/J1//f� / %ifj�' i —�?j'i j % ^I'/ � I ' ,/1 °�1' ,�'i (i1t �� � � .'i, ;' / s1' i.i '�• r`1_/ j ,//'° / .,% - fr r�fp''i t '] 1/ r/� /�' `Jf! 6' ` ••I '/ '/�i ' j �' 1�1 ' E // f } / /r-j%'/o f III /,_/-'-�" ' /` ` //ji�%\1�g _� rw\�i'( f'f',� f,.°t /j�;, �' �� / `i � ? ,r+J°r`/`.Y .`.. `�'"/,4� ,/ , y ''�� /`\..jLfj xj'".,„.s...�/t`" '``,.ti'�l,%,'.._"it`, '` l,-`-�1 ` \\, 1 ' '\\�,J' J �'Ja/ `'�'%`�". %^' 1 __J j`t`' I � •l ��� i- `i ' j tr�\�.—_,'i '•`tj (I i�; ' —� '-- ---1''I I` �_�f} _ ' � -r/tef \ f �d;;rtI ',l I \ +�t;,'l.iIi�t t��+ I ` j;` " c->' `-'I-. , I �,• L i I ;; "— '�I '._ d_ w�-.Ji. ' � ` afxp rD.�B,� . p- 1 � 7D\`7' , \ P + ..*r'5*r .8, 2 WILSON TERMINAL C RP. P 195 D.B. 1571 P. 245, 246 jt- PL A TD.B. B 44 D.B. 440P. 198 PLAT D.B. 279 P. 493 PLAT (i®B288 P. 347 COMM. OF VA A Zoned: LI b 1I Zoned: RA Comp, Plan: RA�mp. flan: Industria! Servir Co Commercial Use: Residential TMP 90-35A1/�MP,90-35-/zz DRIVES C. GENTRY "630 U4NE E AND ROWEN7. SNOW D.B. 657 P. 232 7D.B. 7D2 P. 792 D.B. 657 P. 234 PLAT D.EV 65�P234 PLA Zoned: jZo�ed: LI 'op. Plan: Inus @lal Sery'!an,:indusila;lJe /� S merarrL Use- am- Cor 13 i S62°.07'25"E � 2019>f4Ana fixr79 W'�ww 0\0 soft 56 •fl@ „z ,' 0 100 ,� j f 4\ ( % s.olLs - i :' ♦ iIii j f ( �' 1 SHE ♦ zml DMD ; TYP. z 1 R=2243.84' �1 i I_ A=85.66' 717 00 EX - HOUSE LO .- \ Lij O IENIAST61RE i I f �0 �`\ ` } ,co co 191h 11 J } OHE= OVERHEAD ELECTRIC 1 ! , ; t 1 B—N 014 ' "E I m OH = OVERHEAD TELEPHONE LINE i ( o r t r�, y ` l C t \ t 4 , i \ \ v A HA DRIVE PF PIPE FOUND i EDTA= 0,3 30 ' '\. `` r 7 t D. 102, P. 715 3 �' \ \G POP =POPLAR �® y1` i °D.B. W9 P. 616 PL\AT I 1 PTS = PROPANE TANK STEM e )-_ 1 :,R1 . RB = REDBUD cs % f SPR =SPRUCE 1 t 1 �1 i Con;�n: P. Pik Den'�' \ \ ` TMP 9.0% TC = TOP OF CURB j \ \ it Use:�Resid'ential �� ,� \ \ � �ROGEROSG ICKEDANTZ� TIF = TALL IRON FOUND I J J J TR = TREE (SPECIES UNKNOWN) 1 t 1244 P. 461 TV= OVERHEAD TELEVISION CABLE LINE G 4 _� j ' / tz �, ; 'i �' � � 1``'_ � � � D.B. 629 P. 616 PLAT = ' ~-` � � �.� � � O UGE= UNDERGROUND ELECTRIC D, B. 530 P. 16 LAT UP =UTILITY POLE VDHMF = VA, DEPT. OF HIGHWAYS MONUMENT FOUND i I f ( 1 I 1 I X \ 1 ` ` ` 1 1 \ \ iy S6Q m._._r, �oned�: R1 i i 11 GRAVEL �IVE WV= WATER VALVE j t tf I U O 0 j } I I I ( 1 e ! 1 Comp. Plan: Urban Dens ! ; !617.06= SPOT ELEVATION 1 " �� �' ` �� ti \ 36PINE/45 = 36" PINE WITH 45' CANOPY r I ( ' 1 I , \ �1 \t \\ i v \ iii 1 x Use: Redential NOTE: (D THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS ;' I j ++ �0 z i I n6 SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE I i i \i' i\ \ } \ �, _ _ oa LOCATED USING UTILITY COMPANY LOCATIONS, CITY AND UTILITY MAPS, AND FIELD VERIFICATION. THE 0\\ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION`�4 ' �I ❑OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. °7 � -- I HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL �' i I \ a \\ j f C' \ 0 1, ...\ ''`�~\ ``' �\\ j' ` ' '�,, � \ °•, \ \ �iso -- � j ¢ � r I� 7 DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL // ! UNDERGROUND UTILITIES. sh` 1� ! ,�� \ / ( , i. I 1 --�c "..— ( ` x SIJ NOTES SURVEY SOURCES: BOUNDARY & TOPOGRAPHIC: THOMAS B. LINCOLN LAND SURVEYOR, INC., MARCH 2007; AERIAL: LOUSIA AERIAL SURVEYS, INC., DATE OF PHOTGRAPHY:2007 DATUM: NAVD '88 BENCHMARK: SURVEY CONTROL POINT T-6 ON THE EAST SIDE OF AVON STREET EXT. NAIL AND FLASHER - ELEV. 649.10 FLOODPLAINS: NONE DRINKING WATERSHED: NONE SOILS: USDA: ALBEMARLE COUNTY- SHT. 20 58C = MYERSVILLE SILT LOAM, 7-15% 58D = MYERSVILLE SILT LOAM, 15-25% 72C3 = RABURN CLAY 0' 20' 40' 80' 960' VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com T1H XXJL'x -w `�D ID A jA CONCEPTS, P.C. 2046 ROOK QUARRY ROAD LOUISA, VIRGINIA 23093 PH- 434-531-36011 mkeller@terraconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ViH OF Alan G. Franklin � Lic. No. 35326 O W .. NAL ISSgJ1ED: SCALE: REVISIONS: 12-07-15 F) = 40 NOTES: 1. REFER TO THE CODE OF DEVELOPMENT AND PROFFERS SUBMITTED AS PART OF THIS APPLICATION. 2. TO ACCOMMODATE THE STEEP TOPOGRAPHY OF THE SITE, ALL PROPOSED ROADWAYS WITHIN THE DEVELOPMENT HAVE BEEN DESIGNED USING THE AASHTO GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS (ADT < 400) IN ACCORDANCE WITH THE NOTES IN TABLE 1 (GS-SSAR) OF THE VDOT SUBDIVISION STREET DESIGN GUIDE. (20 MPH DESIGN SPEED). ROADS WAN D 'B'ARE PROPOSED AS PUBLIC ROADS. 3. ROAD B MAY BE WIDENED TO PERMIT ON -STREET PARKING. AMENITY & GREEN SPACE CALCULATIONS J ONS TOTAL SITE AREA AFTER R.O.W. DEDICATION ON ROUTE 20 AND AVON STREET EXTENDED = 12.94 AC AMENITY SPACE REQUIREMENT ACRE TOTAL SITE ACREAGE 12.94 AMENITY SPACE REQUIREMENT x 20% AMENITY SPACE REQUIRED 2.59 AMENITY SPACE PROVIDED 2.83 GREEN SPACE REQUIREMENT ACRE TOTAL SITE ACREAGE 12.94 GREEN SPACE REQUIREMENT x 20% GREEN SPACE REQUIRED 2.59 AMENITY SPACE 2.83 MINUS PAVING & STRUCTURES 0.28 PERMEABLE AMENITY SPACE 2.55 PLUS ADD'L GREEN SPACE ADJACENT TO AVON STREET EXT. 0.45 TOTAL GREEN SPACE 3.00 *DOES NOT INCLUDE QUALIFYING GREEN SPACE ON LOTS OR IN R/W IN1\tel 1'li>1 1�_, 105 D1411101 l • 1 RESIDENTIAL NON-RESIDENTIAL NAME SIZE PHASE MIN. MAX. MIN. MAX. BLOCK A 0.6 AC. 2 01 12 O2 60K SF BLOCK B 1.4 AC. 2 01 48 O2 60K SF BLOCK C 3.3 AC. 2 01 30 O2 60K SF BLOCK D 4.6 AC. 1 14 40 0 0 BLOCK E 1.2 AC. 1 8 16 0 0 BLOCK F 0.7 AC. 1 6 16 0 0 BLOCK G 1.2 AC. 1 4 12 0 0 DEVELOPMENT AS NON-RESIDENTIAL USE 2PRESUMES A MIN. 10,000 SF OF NON-RESIDENTIAL IS BEING PROFFERED FOR SPRING HILL VILLAGE 105 D1411101 l • 0' 20' 40' 80' 160' VITO CETTA, AIA Planner and Developer 434-531-2192 V1tOCetta@me.co TIH JLX JLX TAIDIDA JIL CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 makeller@terracamceptspe.camn Alan Franklin PE, L. Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com x ox vI � Alan G. Franklin Uc. No. 35326 � W 1 O NA L ISSUED: 12-07-15 SCALE: REVISIONS: SHEET 1 0' 20' 40' 80' 160' VITO CETTA, AIA Planner and Developer 434-531-2192 V1tOCetta@me.co TIH JLX JLX TAIDIDA JIL CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 makeller@terracamceptspe.camn Alan Franklin PE, L. Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com x ox vI � Alan G. Franklin Uc. No. 35326 � W 1 O NA L ISSUED: 12-07-15 SCALE: REVISIONS: SHEET I I All?�') o' 20' 40' 10, 160' AVON PARK PHASE 1 1101111111111111111 O I I I I I I I I I I I I I I I 1 I I / / 0 O0 / TMP 90-33 JANE T. PACE D.B. 601 P. 320 / Zoned: R1 / Camp. Plan: Neighborhood Density Use: Residential I I _ \ a I LOT 63 I I 1 1�+ I - I \ U + \ TMP 90-33C 1 L /,• JEANNETTE D. SMITH \ x / / j I D.B. 3171 P. 579 v LOT 18 E' �s1 s D.B. 534 P. 240 L-11 tttttttat. 1,4 \ Zoned: R1 • T 28 \ Comp. Plan: Neighborhood Density 4-1 Use: Residential ...... - . • '-, ' -' AREA OF R.O. I I � rYiCill+ + 9 DEDICATIO 1 I STREET + � b \ / / TREE, TYP. + t • t DID D / + +SCR N G I + �pl;l� III jll(' i.�''llll ;� • / T / \ I 9 o \ + I LOT 23 /\ I I _ \ a I LOT 63 I I 1 1�+ I - I \ U + t .f 1 L LOT 18 E' �s1 s A. L-11 tttttttat. 1,4 • T 28 4-1 P � rYiCill+ + b I � b t • t DID D _i- + �pl;l� III jll(' i.�''llll ;� • LOT 22 / \ 9 o m LOQ" 11 I LOT -12,1 LOT --13-I I LOTf34 I LOT 23 /\ I I jl I I I N I r Lis / .. + / / ♦ / t LOT 1d 1 I LOT 24 + TMP 90-35A1 + <\ RIVES C. GENTRY LOT 25 11t ` \\ \ J �g I D.B. 657 P. 232 / ._ ♦ // LOT 9 \ ION I I TY — — D.B. 657 P. 234 PLAT + + STREET / \ \� \ \ t \ � 15 PETS K, 1 I - Zoned: LI Comp. Plan: Ind. Service LOT 8 \\ \\ �I_ Use: Commercial a + /A111\V T \ / LOT7 \\\ /^� �. v \\ \ \. \ / '� \ \ i _ ..; •...:-.: ..:.: '-„ _. �;. _,_ .. 2)-6'MAX. HT RETAINING WALLS I I _ \ a I LOT 63 I I 1 1�+ I - I \ U + SCREENING TREE, TYP. 1 +1 WA 6' MAX HT. RETAINING WALL TMP 90-35 I Zoned: LI lzs VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TEIR�A CONCEPTS, P.C. 2046 ROC{ QUARRY ROAD LOUISA, VIRGINIA 23093 4 mk-u-@ enaW-Pmp - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com t' I t .f LOT 26 LOT 18 E' �s1 s A. L-11 tttttttat. 1,4 • T 28 4-1 P b � b t • t DID D _i- LOT 22 9 JI LOT 23 LOT 24 LOT 25 11t J �g + SCREENING TREE, TYP. 1 +1 WA 6' MAX HT. RETAINING WALL TMP 90-35 I Zoned: LI lzs VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TEIR�A CONCEPTS, P.C. 2046 ROC{ QUARRY ROAD LOUISA, VIRGINIA 23093 4 mk-u-@ enaW-Pmp - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com t' I LOT 26 LOT 27 A. 1,4 • T 28 4-1 + SCREENING TREE, TYP. 1 +1 WA 6' MAX HT. RETAINING WALL TMP 90-35 I Zoned: LI lzs VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TEIR�A CONCEPTS, P.C. 2046 ROC{ QUARRY ROAD LOUISA, VIRGINIA 23093 4 mk-u-@ enaW-Pmp - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com NLTH OF I Cf r9 Nan G. Franklin Lic. No. 35326 w O $W rONAL EAG~ ISSUED: 12-07-I5 SCALE: 1" = 20' 1 REVISIONS: SHEET OF 24 ® 1,4 4-1 P b � b DID D NLTH OF I Cf r9 Nan G. Franklin Lic. No. 35326 w O $W rONAL EAG~ ISSUED: 12-07-I5 SCALE: 1" = 20' 1 REVISIONS: SHEET OF 24 ............... , S 0 BPF -0— 155E 30 560.99 is 10, 20' 40' M., RV sit 11 TMP 90-27A EDDIE L. AND MINNIE L. BEST LIFE ESTATE I D.B. 3728 P.43 1 D.& 320 P. 264 PLAT iF Udo co I? 1 Via, GW Zw 11F UP VDOT STD. 0CG-9B, TYP. D8L IODW29 558.04 m P `7 N ROUTE 20 IMPROVEMENTS (RIGHT AND LEFT TURN LANES) Z Ir— Z TRANSITIONAL PAINTSTRIPING 0 U VDOT STD. DEMO AND REPLACE STONE & Iz CG -7 SLATE STEPS & WALL, VDOT-S 0 LL FAREA WERE RLO TO BE WIDENROADIS MB F-1 A4B [:] EX. EOP GW UP / \ a.i Gw 7' DOUBLE SOLID YELLOW LINE (DSYL) SINGLE SOLID WHITE LINE (SSWL) SINGLE DASHED WHITE LINE (SDWL) VITO CETTA, ATA Planner and Developer 434-531-2192 vitocetta@me.com T E' CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@te,tr,aconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 1��III 1IM141011 80111 K-1 (11) 1113,11191 10311111402:11021 LTH OF Alan G. Franklin 11c. No. 35326 ON A L ISSUED - SCALE: REVISIONS: SHEET 12-07-15 199=20' 6" VDOT #21A TYPICAL PUBLIC STREET SECTION W/ NO PARKING s Im SCALE: Y4" = 1' (CURB O CURB) 30' ACCESS EASEMENT 5" 18' PARKING BAY 12' TRAVEL AISLE # 12' TRAVEL AISLE 18' PARKING BAY ol 6' O I @ I SIDEWALK 6' U SIDTWPnz LK , m CONCR SIDEW) TYP. TYP' CG -6, TYP. 6" VDOT #21A TYPICAL PARKING I T I' MAL rmi VH i C J I t(CC I/ I"''I- mrmINU LU I OLU 1 IUIV SPRING HILL VILLAGE (ROAD C, PARKIING COURTS) 1 I 6" VDOT #21A TYPICAL PRIVATE STREET SECTION W/ NO PARKING SCALE: Y4" = 1' SCALE: Y4" = 1' � SPRING HILL VILLAGE (ROAD F) SCALE: Y4" = V Q 1 <:/c c� Am 9A' TDA\/GI 1A1AV , PRIVATE ROAD E SPRING HILL VILLAGE MAY, TYP. SCALE: Y4" = 1' :ra r_rXVJ-A&rrr,VA kL TYPICAL PRIVATE ALLEY SPRING HILL VILLAGE MAY, TYP. SCALE: 4" = 1' VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TE�IDXX�DXA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 nikelller@terracoznceptspc.com Jan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22332 434-531-5544 clan@alanfranklinpe.com o��NLTH OF I Alan G. Franklin Uc. No. 35326 O � NAL ISSUED: 12-07-15 SCALE: AS SHOWN REVIISIONS: SHEET _'I e 1 e] M1 MR i f I i I 44 IPVI STA = 13+7 ! I j PVI ELEV - 550.65 A.D. = 5.92 I I { I I { ; K-16.88 I i i i r _58 l1 I ! I 00) + I r � I 57 4 i i PVi TA = 10+85 I I Ij I f PVI E EV = 533.85 I I j f AID. = 4.00 I ( 4 0 6' I y I I #= 17.50 I i i + zot 0 70.0000 VC > Ld LIJ C o ��- "CO LO w o l i co o m, n ----- I — — � ui ccf)4� a u o ,—i,,�'"i I I I j� I j I j j f I uj LLJ i � j I I j C) H d w U > �' I I j i +o LL' a w 6.00% I ��-_ _! — T-- I i �W { I I I I I ! -2.00% I .00°/ { I I j i I f I I i � � { j ! I ► ' � I ' I I I I I I I I __ �____ ___ _.__._____ __� ___._______.—__-...____ .__ __ _ _._. ___..__ ___ ____ ...__._-, __-.___.--_____...__._ __--_ ._ __________I____ __.___.__. _.__..___.__ ____. __. _ __I._w____.____. ______.___ _._...____. J. _. _ __._.... __.___ _-... _ __. __ _ ..__._ ____ __.... __ _ _ _ _ _ —T �...___________._-____._i � �.. �- i � �-- i ; I I i j � j � I 5 �.. �ju� H O c,�`oco �IcO N H�� �'� N to O'n '� Im M,m Nf�n �'� �o;� O@ N »1nn Oi� N O ry_(0 N, ti MIS m �y N r c� rn Icm co o 00 0� m �n r- w i� m �n r C� cy ao cn coo rn jcn Ico o d cq cv Itq a) c� HI�,� Ncnm 00I� mid �� nor °gym °�� �,o °ori tri �r N�� Nco N� nils bio �N "{� d �� O� �'�� O ai �i dI cfl co M M M M M Ch i { �r �r' �r fit �r ( �r �r a j ca w O co ri +�, m r . 'si r\ t\ o Mai Lo �,!� LNI LO �` �`� �I� �i� �, � � � �'im L � �'Im �' un `�I� �j� `�j ° SIL � � ; �I ; n �'I� �io�n �, , I i � I i i i I i X 61 J 60 RM a a 00 a 10+00 10+40 10+80 11+20 11+50 12+UU 12+4U 12+bu 1j+2U 1J+(dU 14+'UU 14+4U 14+?3U 15+20 15+50 16+00 16+40 ROAD 'A' PROFILE (PUBLIC); STA. 10+00 - 16+40 SCALE: 1"=20' H; 1"=10' V PVI STA = 20+30 _.____.- __.__ _P. -t_EL �! 2... I A.D. _ -9.92 K = 7.06 70.0000'Vc XH f I � I 550 I I I ! I I 650 W c`? I w j+ co i I I I cm �' I z j LO > m I S; W >' 540i,! `�-LLJ CC , 640 j I 0 CL J I i W i i I I i I � I I ��7- I T — i 2.00°° O i _ I I I I i 520 _.___ ._�.-_____..__. ._.___�_.._.-...._.--�__..._...___....__.�______._._-.____._-..____!__.-__.__ 520 i f `I I I ..............................._ __ ...........- ............. __ .. ( I +610 ._ _.___ __.. __.____.___.._. _ _ _ _ __ _.� ._-_-----._,__.__---_..�.____-1 ; 610 Lu i 600 I _ 500 L I I I j f 4 fI - I 590590 --.__ 580- I j { ' ____ _________ I __ __ __ _________ __ __ . __ I �y It N{m Oj.� b I o 0II�ICO @I cam IN L'o �Ico I't M N i 00 Ijm O IIco li jI0 o N rn o Ifl c� d- � m tNDcy) dn00 O�i 00 6 o 0!�fN Ld h O A tice M 00 00 00 0) 0 10) 0 � 0 o fl c9 o e o q eL L0 L L " LO c9 ce Ce (D co oadr I OhOMi II �MMi I f .16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 ROAD 'A' PROFILE (PUBLIC); STA. 16+40 - END SCALE: 1"=20' H; 1"=10' V VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com --` ID ID A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 nAeller@terraconceptspe.corm ►fan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alae@alanfranklinpe.com H 0r r Alan G. Franklin Uc. No. 35326 W .o w. NA L ISSUED: 12-07-Il5 SCALE: AS SHOWN REVISIONS: SHEET 7 * G Milo] • " 550 N 0 Q) --- - ------------------7-------------------------- - ---- ---- - - -- -- - _.. _... ' --------------....------------------------------------..... _. r - -- -- -- -- ---- - - E r -- -- - -,—----------- ------------ ---------- --- i r 3 I i I I � V I H.P. ELEVI 583.22 i' I I i I I I I 1 E I I I I I H.P. STA =113+06.67 1 I I i I I I I I I I I PVI STA r 13+40 i I I I i C} I i I I PVI ELEV 1= 584.05 I I I �" I I I I i I -1 -1- ( I i I I - I 1 I I A.D. 12.00 I I I I I K 33 --- — - -- - -- ---- -- --- -------------- ----- 610 { _ t I --,---- ---- --- -- --- -- ---- - I i 1 i I I I I I i '� ' ' j I I I ; 100.0 00' vC I I I c I I i I I I j } 1 I I ; I i I i s I i 1 f 1 I i I I I I i f ! I 3 I i 00 - r2 I I i I I 0 O I 6 I + � I I O O rl ( O ? 1 I I I i CV I i ! .�.1 O W ! 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Ln rn in d ; Ln N Ln Lo 1 m %! r -I ,y Ln I" c -I Orn t" I LO M LO J" Ln a0 Ln % Ln 0y i Ln O i Ln � LO 1 i I ! i I ! o I � � � % 1 >n CO Ln d. €n % Ln d. i LO 1� I � � Ln N co d d 00 N co O d 00 9 N c� O , d I a0 rl .� tc) 1s7 d� O O O O O O O O tl�00 i 0 r^I 1 �I r`I ti l R N I �7 fl O O lry c�i ri O to PO C77 16 I ' f DO f i 00 00 O 0� O r, O r, O , O t\ f ri Irl N Op N N 00 m 00 m QO CV =0 ri O 0� 00 O � CV O I pp t9 `F I- LO ! r- i r' � , r~ N r' 'Lir~ I ti m co L{� m ? m , n co 00 I.n m oo i co L� CO W � I c� r� r` r- h I` r I cfl 1 co O cfl �I LI �; LO lii ; i In Ln lSi I Ln lii In Ln In Ln Ln I tii LO Ln Ln Ln i In I Lin LO ! LO Ln L O Ln Ln LO LO LO I I 1 I 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 ROAD 'B' PROFILE (PUBLIC); STA. 10+00 - 15+40 SCALE: 1"=20' H; 1"=10'V -------------------- - -------------------------------------------- - - - - -, --- -- --- -- -- 3------ I I I i I I I I I � I I I d! -+ I I I 1 I I I i PVI STA = 1 i 15 9 I 1 I I I I i i — f i PVI ELEV - 5 6.55 I I I I 500 1 1 A.t7. - 6:t�0 � ; -j' I I I I 1 K= 17.0 1 1 I I 1 i I I ' I I I ! i I 1 ' I 102.0000'iVC 1 I l I I I E U I I E Q 1 I i I 580 -'-------------------- -- ---- ---'�----------- - i - -------------------------I----------- -o ---- -- ------'---- ----------- - ,- - - - -- - ---- - - - - ----------- �w -- --- j —, ! 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Lrj N Cj cd , M 1 til i Q t< I tLi Cd r i CSS d' L'0^ N (� I O Cp +� � O '{6 i , "I ! Ln CF Z ` �t � d � co YJIL Aplin � L LO LO h LO � � I iI € i I I I -----------'-"-----------I------------- -- - - =' ------------------- - ------------ ------------------.---------,------ - --- - --- -- - --- - -- - -- - -I- -------------i - - - ----- - --- ---- --- --- --`---- - - - - -- - --- - - - - 15+60 16+00 16+40 16+80 17+20 17+60 ROAD 'B' PROFIL.E (PUBLIC); STA. 15+40 - END SCALE: 1"=20' H; 1"=10'V •0 530 % 111) 09�11111111111111111111111111111111�•�rll 580 630 570 620 560 610 550 600 •lel 530 580 00 O I--------------------------- ------------------...---- - -------------r-------------- -------------- -- --- --- :----------------------------- -------------------------------------- -------`--------- I 1 -- -- - ------`------------I------------------------- ------------------------- - -I-------------- -----'---- ---------------- I I- II ---1 I I I I I I H.P. ELEV = 611.69 1 I i H.P. 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Franklin 'd Uc. No. 35326 � � W .o �. s J, o I���� . 1VA L . ISSUED- I!). 12-07-15 SCALE. AS SHOWN REVISIONS: I SHEET VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TK]R�A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH, 434-531-3600 wkdlee@[e ...mpupacom Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 a la n®ala nfra n klinpe.mm Alan G. Franklin �tl Lic. No. 353E6 O .A ISSUED: I2-07-15 SCALE: F, = 20' REVISIONS: SHEET OF 24 M o � b f� P bvm A� F� Alan G. Franklin �tl Lic. No. 353E6 O .A ISSUED: I2-07-15 SCALE: F, = 20' REVISIONS: SHEET OF 24 AVON PARK _ � � I / 629 _ IN OF I*•jI, � PHASE 1 — / TMP 90 33 JANET ACE- X 1579570.33 I I i / / 7.33/568.3 57 / D.B. 601 P. 320 I i g7 573 T— — �I f 'Coned R1— .i I •: 1 ��blo P / pqe --Comp. Plan: Neighborhood Density U se. Res'd6ntial Da r� • • •I 1 I 1 62975/619. �GI !p!• 1 LIY•f I • jS I 92• .• I, MWA / l -. 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RETAINING WALL\ I \ D \ \ 1 � I V A \TMP 90-35 \4oned: LI \ VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TEIIDXIjLDxA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA'VIRGINIA 23093 PH. 434-531-3610 -kelt r@te ...p paeom Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfmnklinpe.com Alan G. Franklin y Lic. No. 353P6 O ISSUED: 12-0715 SCALE: b" = 20' REVISIONS: SHEET OF 24 � � z Pq 0 ® f P Da r� I 1 Alan G. Franklin y Lic. No. 353P6 O ISSUED: 12-0715 SCALE: b" = 20' REVISIONS: SHEET OF 24 15-R II 11 15C0 ED30II INVOUT \ )i IF'560.99 54798 24" CMP 0 INV IN -1 - `UP TP 560 15"CMP RUSTED 42ELM45 546.85$ BPF OUTNOBOTTOM '#YVIN 7 558.65 48ELIV115C� �/W� FULL OF DEBRIS T.- IF INYOU ±551.07FUL-L 558.24 - "CM 'OF DEBRIS --- -------- --- --- 5 1\1v1-�-----qN—E- -9�?(TV INVIN±550.14 ........ FULL OF DEBRIS N-1 0 INV OUT ... - --------- --- - ----- 4552.74 INVIN IN T +553.00 8 INVOUT;j 0� P T UT 74 N U + 55. Jf,553,2 S El 11NVV-O -OU ........ MB15 CMPINV ---- 544. 98� ppj/- <F-0(11 1, GT- 5% FULL UGT; UGT UGT UGT GT 4/V UGT 550 1, UGT UGT UGT Gni" -EX— EO OH7-0 0 -c. r UGT tjG-r --'Z—U UGT J -ice,qk-LQHTI{ IF INV OUT .±54j.765 FULL OF DEBRIS 15" PVC INV OUT 551.99 FULL OF DEBRIS of 10, 20' 40' 80' B t1'Q"RCP 1W -V -7— UGT 87 UGT UGT I 'WA � 0\, _I I I Ef M 5 m "19, Z GI/V DEMO AND REPO/ CE STONE & SLATE x, w STEPS & WALL 1 F 0 ------- -IF- TV \- ----- VDOT STD. CG -9 P. vV 1 INV LIT VDOT STD. hB, . ......... CG -7 I I I 70=1m VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TE11DX�]Dr\*1-..,A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconcepispe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ipmq%q�, 0H OF 't7� Alan G. Franklin hc. No. 35326 JYONAI, ISSUED: SCALE: REVISIONS. 12-07-15 P)®20' TIVIP 90-27A EDDIE L. AND co MINNIE L. BEST LIFE ESTATE I D.B. 3728 P. 453 I D..320 P. 264 PLAT Z GI/V DEMO AND REPO/ CE STONE & SLATE x, w STEPS & WALL 1 F 0 ------- -IF- TV \- ----- VDOT STD. CG -9 P. vV 1 INV LIT VDOT STD. hB, . ......... CG -7 I I I 70=1m VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TE11DX�]Dr\*1-..,A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconcepispe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ipmq%q�, 0H OF 't7� Alan G. Franklin hc. No. 35326 JYONAI, ISSUED: SCALE: REVISIONS. 12-07-15 P)®20' WP -2 ADJACENT TRAVEL LAE ASPHALT PAVEMENT WIDENING 12"A EDGE OF TEXISNG PAVEMENT CJS DETERMINED N FIELD) TACK COAT THE PROPOSED. - CONSTRUCTION JOINT EXISTING ASPI-IH-T LAYERS PROPOSED ASPHALT_ LAYERS - EXISTING SUBBASE PROPOSED SL.IRBASE -------------------------- COMPACTED ____ _ ____________ COWPEYCTED SUBGRA7E CONSTRUCTION JOINT DETAIL ®- REMOVE. EXISTING ASPHALT LAYERS TO EXISTING SUBHAEE 00 REPI_4CF WITH PROPOSED ASPHALT WIDENING. LAYERS ® PROPOSED MNWIM 1 jz NCH 7HGIK`A.,P- HALT %RFACE QQVHSE CSEE NOTE. 5) : x MINIMUM 12 INCHES,OR GREATER AS NECESSARY TO ABUT THEFULL THICKNESS OF', EXISTING ASPHALT LAYERS AS WFEWMID 13Y CORES -SSEE NOTE 31 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 DESTCH FORASPHALTPAVEMENT WIMMING SHALL MEET OR E)MEED THE DEPTHS AND TYPES OF THE LAYERS OF E10TING PAVEMENT. DESIGN, x URESSED N THE PAVEMENT SU63TJ1RF,1d� DRAINAGE OF THEE EXISTING AMU SHALL 6E AD_ 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AIV THICKNESS OF EXISTING PAVEMENT LAYERS. THESE GORES 'SHALL BE SPACED NO WORE THAN 500 FEET APART. 4. THEADJACENTTRAVEL LANE SHALL BE MILLED A. MINIMUM DEPTH OF I 1h INCHES AND REPLACED YHFH AN ,HALT SURFACE- COURSE TO MATCH THE PROPOSED PAVEMENT WIDENINGSURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEERMAYREQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO DE ADJUSTED - TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFA£E DRAINAGE. S. EXISTING PAVEMENT MARFW G!S AND MARKERS WITHIN THE PROJECT LIMITS SHALL 1E RESTORED SUBJECT TO, THE APPROVAL CF THE ENGINEER. - 7_ FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05tet OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING -A-19 FOOT STRAGHTEDGE.N ACCORDANCE WITH THE REQUIRIEENTS OF SECTION 315.07(x) OF :THE SPECIFICATIONS. Ny=rASPHALT PAVEMENT WIDEiUItGER7AJCE� ROAD AD BRIDGE STANDARDS - - WFET I OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC � 303X2 - VMMA DEE+AVIMENT OFF- TRANSPORTATION S.2. I } BARS A AND C aD BARS A 70 BE. EQUALLY S7>AmE1!7:i_- FOR NO, OF BARS _ CG -2 O CGS 4` - + _ - ",.. SEE TABLE .BELLOW. - - 2, SEE STANDARD CTr12 FOR CURB RAS DESIGN TO BE CC -12 GG -t2 �� CG -94 CG-sD CSEE NOTE 51 QPTIOFNA- UNPAVED SPACE - #. GENERAL NOTES= �- FLOW LINE L INTERVALS NOT EXCEEDING-- _r_ EIpMT E?tP#NSKDN _j 11/2 CG -2 �_� WIDTH DF TRAP CE SHALL NOT BE E U BEYOND THE R.AW LIRA CG -8 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DORIES_ r 7. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST? $ WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE -FULL WIDTH OF THE. 1D:7 MAY IN IN TIRE DIRECTION OF PEDESTRIAN 1!t CG -7 145 DOWELS, E" LONG'? PERMISSIBLE AT 12" D -C 5' MIN. C NSTRUGTION u _ r 4 MT+ ENTRANCE NOTES ( CG,•3 WIDTH OF - EN712ANCE _ - z WIDTH OF ENTRANCE _ -- - TRAGIC, -T SIDEWALK 4DVR6 R WIDTH OF ENTRANCE - j - - - - - - pR - ¢ .EXPANSION JOINT. a ADMITS OF PEDESTRIAN -''L`- I- LIMITS OF PEDESTRIAN OEPMTNTFDR W17HI4 THE LIMITS OF 7HE RADIO SHOULD BE INCREASED TO 7". tSEE CG -93) - NOTES: RAMP FLOOR BY 2 FOOT LENGFH TRAVEL, OTHER TYPE'S LSF MATT=RILL WITH THE TRUNCATED DOMES DETELCT ROLE TYPE - G CHNiGE __ - NOTES: 12`1MAX _ ® (rte Jto LIMITS OF PEO. -LIMITS QF PED;. - #' : ACT.£SS fti7UTE ® a ACCESS R(iUTE®'A7.€.0 OR NOTES, ® - - ---- ® ACCESS ROUTE - .ACCESS ROUTE a% MAIN.® - -�� - - D 7. THE DESIRABLE AD MAXIMUM ENTRANCE GRADE CHANGES WAfRNING- MAY' BE USED WITH THE APPROVAL OF THE ENGINEER. : PERPENDICULAR - 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 12:1 M,4>< -�, - YARD„ ETC. !' %1 TI PR P E S NG OR D 05E6 EXP,4NSKDN JOINT r- SIDEWALK ITR SIDEWALK SPACE a - UNPAVED. 'SP ALOE NON-TRAVERSASLE -' UNPAVED SPACE. MAAMIULE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED 1. THIS ITEM MY BE PRECAST OR BAST N PLACE.. w UNPAVED SPADE UNPAVED SPACE •.q,,"'Vk ��, z NGN-T ON -TRAVERSABLE J BANS A PLACED UNDER EACH & THIS ITEM MAY BE PRECAST OR QRST IN PLACE. 3. SLOPING SIDES' OF CURB RAMP. MAY BE POURED. MONOLITHICALLY WITH RAMP FLODR OR -BY USING PERMISSIBLE CONSTRUCTION. JOINT WITH. REQUIRED BARS, - _ 12" 2. CONCRETE TO BE DARES AL3 F CAST IN PLACE, � - - 1111TH BUFFER STRIP 8, WHEN -CG -11 LR ,USED FOR STREET CONNECTIONS THF - X/' � - - SEC'TIO'N, A - A- 2, GINORETE 7O 8E GLASS. Ag F CAST 1M Pl:+PCE. _ ES15LING ,OR PROPOSED - 0. OPTKMR FLOWLIE MAY REQUIRE YMRPING OF A 2. CONCRETE TQ BE CLASS A3 F CAST N PLACE, 4044 P31 F PRECAST. 4, IF RAMP FLOORISPRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SD _ E, WIN ,/ VP • 0.583 CU. FT. I 4400 PSI F PRECAST. _ 3. GDIENATKON CUBS i GUTTER HAVING A _ 1�'J / � 2,- 0„ � � FROM PICTORIAL VIEW IT IS SEEN THAT - V+ 4aTD+I)D PSI IF PRECAST. SIDEWALK OR SIDEWALK SPACE � rw-. ,��, PEDESTRIAN ACCESS.�r, i'�,Cii1TE DE•i-SIL Cuae INCLUDED IN 'As K • . t V • %N•2 N is v TYNR,p"YY 4 BARS 8 NO.. THAT ADJOINING FLARED SIDES CAN BECAST-IN PLACE AFTER PLACEMENT OF PRECAST RAhY FLOOR- PRECAST CONCRETE SHALL 8E CLASS A-4. ' a 27 RA0115 RAMP RAMP MIN BLI35TITUTIM VALUES- OF E1.EAENTARY VOLUMES' T"e 1i • 'Ty L z PEDESTRIAN ACCESS ROUTE DETAIL A� - .. 2" R ENTRANCE GUTTER- vj � MIN 3, COMBINATION CNDRB QUITTER HAVING A RADIUS 42.- FMEppT_HOD MANHOLE Di INLET 3414 FEET LESSMA dACONG FACE DF SHALL 5, µms' Vi , V EVe & V - INDICATE ELEMENTARY .VOLUMES L{jSEIN OCIPUTING V. �y J r EXPANSION JOINT - 3, CURB HAVING A RADIUS OF 3UO FEET OR LESS tALOHG FACE OF CURBS WLL BE PM FOR AS EXPANSION JOINT >• A� w !f+ AF RIGh'ACCE WAY 15 ED IF THE LIY - W - NDIC.KiES CLEAR WIDTH -OF SEEPS, 14 FEET. SEMEN OF 30Q FEET OR LESS SAAN6 FACE OF KPS) 5. REQUIRED BARS ARE 74 BE NO. 5 X 8" PLACED %' CENTER TO CENTER ALONG 1p••? MA�'t MINIMUM X•1-5 Ara H•7 N•B H-4 N•iD W11 N•12 N-12-25- BE S TIO RS III 06UTTkR, IM FOR RffNJN. COMBINATION ODOURS 6 SSEE Tp�LE) - GSEE 7JygLE1 %til %# ••+-� ra _ 2hR..ar 2 RADUL CURB_ TESTIEl�M PEDES ON �1 -+ w OR PEDESTRIAN ACCESS ROUTE I f1 EXTEND BEYOND EXISTING 19 - 4' SE ALL BE PAD FOR AS RAI IAL 00MAINKTK)N CURB & GUTTER, BOTH. SIDES DF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. CONCRETE COVER %'jz': '1 - I10111CATES LENGTH �OF BATS A,, IN- INCHES. L7 •:73r41ON •. E" r TRUNCATED DOMES 12.1 M'-.. `�•y `INH SEE SHEET I OF 5 FOR DETAILS '� B - 7 9 B 1 9 110 1 Ii 12 16, V a d . ADDNTIDNAL RIGHF-OF-WAY 15 RE UIRED--F THE LIMITS - - A A Q,, R, p ° w vri 4F PEDESTRIAN ACCESS ROUTE try EXTEND BEY[M10 L J EXISFINC OR PROPOSED VDOT RIGHT -OF WAY, 2'_ 11" n" •. W �} {-2 OR PROPOSED Y04r RIGHT -OF WAY. �na- - ti. CURB t CURB AND GV7PER SLOPE TRANSITIONS ADJACENT TO, CURB ftPNPS TYPE -- B_ - 4, FOR USE WETH STABILIZED -OPEN -GRADED- _ MINIMUM SIZE OF LANDING TO BE W -'1 FOOT X 4 FEET. P'HEFERA3LY ON THE HIGHT SIDE QMENUW. w w 2, eeiR: 3TEP9 LESS Tww 44 INLINE$ VINE HAVING ONE: WE OPEN. UTE FIR"A- ON EACH SCE - .}. THE DEPTH OF C MAY BE REDUCED K9 MUCH AS 3" d15"DEI'+'01D DR INCREASED ASMUCHAS ` h.' s ` 3. ODN STEPS LESS THAN 44 LACHES WIDE HAVING BOTH SEES OPEN. ONE HMDR A L CIN EACH SIDE. - QONCRETE TO BE CLASS A3 IF CAST IN -PLAICE, 4000 PSI IF PRECAST, 4. FOR USE WITH STABILIZED OPEN -GRAM YRANAQE LAYER, THE BOTTOM OF THE CURB 14 CUTTER ARE INCLUDED IN PAYMENT FOR CURB t CURB AND GUTTER, - - PARALLEL - CDN STET'S WORE _ THAN 44 INCHES. WIDE E,ti'F- LESS THAN 8B INCHES WIDE, ONE HANDRAILON 2WAG'E LAY€R THE BOTTOM Of THE CLftB Mir GUTTR BE CONSTRUCTED - �-D' MIN - REINFORCING BARS TO BE USED IN IMTALLATIDNS OF E OR MORE STEPS. S. ONN STEPS 93 N)R MORE 11502 WDE OPE HANDRAIL ON EACH SIDE, AM ONE IN I' MEdATE HANDRAIL LSOOATEO A°PROYIUATELY MIDWAY THE WIOTH. .. _ "C StRFACE ' A � -?: CURB INCLUDED IN u � � ENTRANCE GUTTER SPECIFICAmoN 3" %'° DEFTHD-IN ORDER THAT THE BOTTOM A, , d , CF CURB WILL 11016IME WITH TIE TOP OFA . . + 2 _ w ? Wl► 4tMl�iiRUCTED PARALLEL TO TI•E SLOPE 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE. PLANS OR AS DIRECTED - TO - - r "".T° ROAD AND BRDGE-STAIOA(DS PARALLEL TO THE SUME� OF SUBBASE 7O SHAPE Tq MATCH FACE - OF ROADWAY CURD. ,. _A' " w} w- N ,ALTA -d •c. a 3174 COURSE OF THEPAVEMENTSUBSTRUCTURE- G.' " b ' * • rr.I 0 LiQT.O3 AF SPAVESE £DLIRSES AAD TO THE DEPTH OF THE PKYEMENT. BY THE ENGINEER, THEY ARE 6E PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OFA HIGHWAY FACILITY -CROSSES SI CURB REGARDLESS OF WHETHER SIDEWALK IS IGHWAY , PROPOSED. D, WITHIN PEDESTRIAN CRQ55WALKS 1� COLI AND THE DEPTH OF ME PAVEMENT. BACK OF CURB 45 :I WITH BUFFER STRIP 2011 45 : `3'Me+ a +r ik,' a b•.' n e Z w ? [n (j w I;i • ti: p •p, o ®PEDESTRIAN ACCESS ROUTES PROVIDE A CCNTINVQUS OTHERWISE THE DEPTH 1$ TO DE 19" M 5110". t * HQ 0"WgCVMENT IN iFE PRICE N0 IS 70 BE MADE a .a' • DEPTH_ 'I ° ' " w FLAW LINE 'd 5" O - 5. ALLOWABLE CRITERIA Fitt THE USE OF CG -a OR NONEXISTENT. TREY MUST BE LOCATED AS SHOWN ON RAINS OR AS DIRECTED BY THE ENGINEER; AND SHOULD NOT 12;1 M%A:t 3_ ALLOWABLE CRNE:RIA FOR THE USE 4F CC -7 Ei BASED - � � �- '.d • 'r4 - _ AND SLIP RESISTANT Q FLOW LINE PATH A,CE5510LE �''•�`•' Q� a EOR A 6ECR�E OR IM INCREASE N b b. 5 "FACE = w ENTRANCE WIDTH '• r�> a N'. 19 BASED ON ROADWAY CLASSIFICATION 410 DESIGN SPEED KS $-IqWN N A4PENWK A OF BE LOCATED- BEHIND VEHICLE STOP LINES. EXiST14G LIGHT' POLES, FIRE - .�---�• �q )KX 'r• HYDRANTS, PROP INLETS, EEC. ACCESSIBLE ROUTES PROVIDE A CONTINUUMS 5' ;Y, - - ON ROADWAY CLASSIFICATION AND DESIGN 92EM - A$ SHOWN IN APFENODI A OF i'FE VODT-ROAD DESIGN 2 MA%.w PATH CONNECT+o-IG ALL ELEMENTS OF a. CONNErT NOSTABLE.ACCT , FACILITY THAT 'CAN -BE APPROACHED', ENTERED AND o USED BY PEDESTRIANS, IF ACCESS -ROUTE IS ADJACENT CG -2 S TO BE USED ON ROADWAYS MEETING , ;,� • . TO BE USEDW o DESIRABLE MINIMUM iB' -� EXPANSION XPAN L8N J4 NT ABSOLUTE MINIMUM 12 FIDES TRIAN ADCESa ROW7ES PROVIDE A CONTINUOUS t , - - ® UNQB51RUCTED, (FIRM AND 2' R THE ROAD DESIGN MAlNJA .N THE SECTION UNOBSTRCDCTEO. STABLE, FIRM AND SLP RESISTANT PAT pRCONNECTING ALL ACOESTRUC ELEMENTS. OF A FACILITY THAT CA)') BE APPROACHED, BRED- : MANUAL N THE SECTION ON URBAN OS STANDARDS. c MN, SECTION �_� o-�-== _ �, - : ENTRANCE WIDTH TO BACK OF CURB,MINIMUM IYIDTH HO+JLD BE 8, SECTION FF = -EXPANSION JOINT $ DESIRA9LE MINIMUM 76' THE R15 FOR CO -5 SHOWME IN I�,H P ' 1+'r a 0 STABLE, SLIP RESISTANT PATH, CONNECTING ALL A!,CCESSIBLE ELEMENTS- OFA �• ON OS DRUM STANDARDS: AND USED BY PEDESTRIANS, - - - . }�-' . , p� ' BASE r - o F - ABSOLUTE MINIMUM 12' APPENDIX A OF ?HE VDOT ROAD DESIGN MANUAL. 17i IN THE SECTION ON GS URBAN 'STANDARDS, •A 0. •1 EDGE CF PAVEMENT FACILTY THAT CAN BE JAF'PRpACI-[D, ENTERED MIN _ G e 4 AT TC ,.Y"'HIGHER THAN•.. 15. WHEN THE STANDARD IS TO BE TEM NTD EXISTING CURB, THE TRANSITION IS TO BWHINE MADE- WHIN _ _ _ Y WITHOUT BUFFER TRIP a s - -� 3 - 6.r . b ;,' Ii USED BY PEDESTRIANS, - - ,� B. RAMPS MAY BE :PLACED ONRADIALOR TANGENTIAL. SEC .TONS PROVIDED THAT EDGE OF PAVEMENT PLACED- WITHIN THE LIMITS OF THE CROSSWALK A)+O -. - - }BpA'RpRqIER TI�u. IN 'STANDARDS CNN BE MADE AT PERMISSIBLE •,T• IF PEDESTRIAN ROUTES WtE BEING - PROVIDED, A'.MINIMUM'4'.7RAV R IT��WIDTH-- BASE ago o,o:o " • ' � • o - " THE CURB OPENING IS AT . , 'SAME AS TOP OF CURB THAT THE SLOPE A7 THE DQNNECTION OF CURB OPENING IS ' RE RcyiL T TI CONS RUC OH - CROSSWALK D DED, E SALE , _ 15 REQUIRED WITH A MAX. 2% CR05S SLOPE. iY .THE PERPENDICULAR TO THE CURB. - 7. WHEN COMBINATION MOUNTABLE CURD AND GLITTER IS JOINT to � - EDGE QF. PAVEMENT IF PEDESTRIAN ACCESS ROUTES 19 ARE BEING HALF PLAN PROVIDED, A MINIMUM TRAVERSABLE WIDTH i5 SECTION B -D 9-. TYPICAL COHCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT - TYPE C C TRUCK PARALLEL $I PERPENDICULAR USED, TDE STANDARD ENTRANCE GUTTERS OR .STANDARD - } _ :(�. p' REQUIRED WITH A MAK. 2'Y. GROSS SLOPE_ , i,qp ACCOMMODATE THE FURNING REQUIREMENTS OF ANTICIPATED HEAVY TO STANQARD CC -13, COMMERCIAL ENTRANCE (HEAVY CcNwcTION FOR STREET INTERSEGTIOPS ARE TO 1NAVE - - SUEEASE r'. HALF PLAIi1 : s - TRAFFIC, REFER TRUCK TRAFFIC) FOR CONCRETE DEPTH, : - - - MOUNTABLE CURB CONFIGURATION NCQRPORATEOU SECTION D -.B -!• a- L.2r CROSSWALK 'Fa'A'*.. WHEN USED IN .CONJUNCTION WITH STANDARD . >5 'CURB ' ' • ' A • ' A •' WHEN USED IN CONJUNCTION WITH STANDARD £,-O„ - CC -3 OR THE CURB THIS l� Ts A D 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARIEC USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH _ _ - MTSEE CIF LA}O1HAG +WED; I'� �I SHkL EF TV060 FOR I I I f Snx 1. RE OEO FOR - CG -3 OR CG -7, THE FACE ON THIS STAJRQARQ IS T4 8E NFJU RTI TO MATCH THE :S� oho - MOUNTABLE L'11R8 CONFIGURATION, 2" RADIUS SUI STANDARD IS TO BE ADJUSTED TO MATCH IGI)R 71 THE MD1INTADLE CURE GgNFICtURATIQN. !MOUNTABLE D, d d d Q ¢ it WHEN ONLY ONE CURB RAMP, IS PROVIDED FOR TWO CROSSINGS IDIAOONAL), I { •':` 1 - asRlay.oruL�rz ertossw,ux ilAR CHO5SW�PLK '. : - - b � 4 A 4'x 4'LANDNG AREA SHALL 15E PROVIDED TO MM)EUVER A WHEELCHAIR NOTES FOR RAL NOTES ON THE DETECTABLE PRANG SURFACE wlTlN TT£ Ntiif�E"p T W , sswux AREA. cRP 1 P UNPAVED- SIDEWALK SPACE e AI- PAR I ABOL ., 6 - e INTO THE CROSSWALK WITHOUT GOING' INTO THE TRAVELWRY. THIS 4' x A' LANDING AREA MAY INCLUDE THE GUTTER.. PAN. TRUNCATED DOME Fn SEE SHEET 1 OF 5. - t THE REQUIRED TYPICAL PLACEMENT t-''. Cf A PAJ},SLLEL RAMP; NOTES; PA 51DEWP1.14 PARABOLIC 5E'rTION 1'E, - CURVE. F�L f SPA,CE CURVE p' _ ^$~ 12, ALL CASES -WHERE GURBRAMPS INTERSECT A RADIAL SECTION OF w THE DETECTABLE -s-I 'S -�'4 C -C - p - } LENGTH IS uMITEG TO I5 FEET, REGARDLESS OF THE AT INTENSE TIfN 6, -SURFACE NORMAL CUTTER ___ _ x g.�•a.a�q 2 D THE BOTTOM OF THE CURB AND QUITTER MAY BE CONSTRUCTED CURB AT ENTRANCES OR'. STREET CONNECTIONS. WARNING SURFACE SHALL HAVE A FACTORY- RADIUS OR BE FIELD - O sD i7 17.0 2 -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - - - _ _ Y` t �. t a• a > sLOFE. WITHIN CROSSWALK CURE 1. TFTS ITEM MAY EE, PRECJ6i OR CAST iV PLACE. - NORMAL GUTTER � � '- � = x `1'- 3" I'g ♦d i'i �A _ - • b- ' a - ° - [>" • a I � � � SECTION C-�C �- PARALLEL TO THE SLOPE OF THE 6ACK DF CURB. o o 4 C. p Q 4 4 0 J 0 a - 4 -�- is O fl 4 rq _0 4 O O 9 9 4 4 ❑ p O o LANDING RAMP - *4. - FJ _ - •i} •Ex +� V •jy •D 'T> I`- 411UFFER STRIP TYPE 6 PARALLEL d' SOEwaLk - APPLICATION MIIN MINIMUM.LENGTH ,A h b. ti, . 4,- 'moi}• TO 10%CHANGE g:Yq o3q bA �4 .,�.o qqo aga;.b4 gq. _ CLASS AL3 4H.E,S.',D CONC. '. ' > a 4F -Dg, TO 70% CHANCE q•^, e, 4 0 4So; go:eo4 os�. eg a U.. VCREGATE BASE CLASS R3 SH.E:S.) GONE. SUBBASE COURSES PROVIDED ,+v P O G7 g 4 P O Q P 4 O Qt3'O a Ey - - �(? © O 6 4 4 O 0 d O CD 6 KD A' D O - - d - • tI Q ' !1 -• d ,RAMP RDAU4f,4Y GRADE IN FEET uE.X 5S1�11. DIAGONAL PLACEMENT NT IN PERCENT - Yt:t Q 4" CURB 6". CURB - . 4 fi m 5, OATH � 2- CONCRETE 74 BE CLASS AJ .ff CAST IN PLACE, 4004 -PSI : IF PRECAST, •�„'.-. -� . $" AGER. BASE TYPE T SIZE 21U - e, tz - °' ,, - P I DINT QF GRADE CHMICE : '-�> s. n. • a:. �MINIMUM b .Q A;,-' BASE > +-. -TYRE ISIZE 21e hh • e', - p', , - 5'-d" - 5'-0" LES Pf11NT OF GRADE CHANGE , u, 12Y. MAIC. SLOPE b, DEPTH OF 7' THIS AREA MAY BECONCRETE IS MAINTAINED, AT THE OPTION OF THE CONTiTACTOR 54S -65F OF BASE DIAMETER -- o 0 0 0 o O 0 0 0 0 0 0 0 Q D } -' s > a h o } 1. 5 7 � : � 1� 3. CURB HAVING A RADIUS OF 304 FEET OR LESS CALONG 5'-.O" . 12x AAM. SLOPE ,. - - , li, • -,;.. FOR CURE AND CUTTER' ONLY IH - 1, � D �, - 2 - 5' 8. FACE OF CUF91 WILL RE.PAD FOR A9 RAI CURB. FOR CURB -AI'JD GUTTER ONLY ,ryF - - Y x 12. X MAXIMUM INCREASE N SL CPE AT MINIMUM tD'.NTERVALS FOR CURB DETECTABLE WARNING ci I B 9 x A 4"SOUS LWORIC. AREA N 4, THE; DEPTH OF am MAY BE REDUCED AS MUCH AS - - 5}JBBA?f SIDEWALK, AND GUTTER r - . x X M 3 MAXIMUM DECREASE IN SLOPE AT BACK OF CURB - f VARIABLE FULL WIDTH OF RAMP FLOOR. _. - 1 DIAMETER SEE, NOTE. 12. - r PAY - 3" 113'" DITI OR INCREASED ',MB MUCH AS 3" (12" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE a --FCR SIDEWALK CURE AND GUTT ER a x 12 7 MAXIMUM INCREASE, UIN SLOPE AT MINIMUM 10' INTERVALS _ - BUILT CONCURRENTLY - .. FOR FIRST 10 INTERVAL AND 8 x MAXIMUM DECREASE FOR SUCCEEDING MIINWUM 1D' INTERVALS LIMI I b THIS AREA MAY BE CONCRETE AT 7" 2,�rr GUTTERMAYBE CONSTRUCTED PARALLEL TO THE SLOPE OF _ SW,rL 9 1p 15 PERPEIU}CLLA CtiK75swALN X SHALL YRTH THE TOP OF A COURSE OF THE PAVEMENT. SUBSTRUCTUFE, OTHERWISE THE DEPTH IS TO BE 18" A5 SHOWN. NO BUILT Q-U-NTLY -x rsECT10N D -D B" Lil SECTION A�-A SECTION I] -D DETECTABLE WAR�Nx�E�N�{�1 TRUNCATED DOME DETECTABLE WARNING THE OPTION OF THE CONTRACTOR- - SUBBASE COURSES PROVIDED A M. DEPTH OF 7" 15. MAIN1TANEDTHE mTFC TNe uAAIAED- ENDICULLAAR CCERO5SY1ALIK a ti 19 pt955wALx AREA - - PRI MIS TO BE MAX FOR A p^. �,I � x. 3 X muViIMCM DECREASE IN SLOPE- FOR FIRST 10 INTERVAL AND - SECTION C C _ INSTALLED' ON A:RA RADIUS DETAIL DETAIL cApSSwNLK wITt1N T£ MARKED - - - WITH BUFFER fijTRIP. : CNOSSYALK AREAL �� OR NI "EASE IN DEPTH, 6 x MA3:Ih1AUM DECREASE FOR SUGGLEDING. MINIMUM 7U', INTERYfJ, S, 5. CC -3 i8 TO TSE USED ON ROADWAYS MEE7INNG THE -XVI -� SPECIFiCATICN CG -12 DETECTABLE WARNING SURFACE I REFERENCE \VDDT CG -1 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE $PEIDFICATION REFERENCE STANDARD ENTRANCE `UTTER Q OT \vD13T _ STANDARD ENTRANCE CUTTER REQUIREMENTS FOR CG -7 AS SHOWN N APPENDIX A BOND. AND BRIDGE STANDARDS `" - ROAD AND .BRIDGE STANDARDS OF THE: VDOT ROAD MANUAL IN THE SEOTN]N - ROAD AMD BRIO GE STANDARDS l TABLE ALTERNATIVE ROAD BRIDGE STANDARDS REFERENCE -_ SHEET 7 OF 5 REVISIONDATE SHEET 3 OF s. REVISION DATE CN S URBAN STANDARDS.ARDS, REVISION, DALE: iF CURB is EXTRUDED .AND SHEET 1 OF I REVISION DATE ( (GENERA! NOTES) Qs TYPE U (PARALLEL) APPLICATION 4. WHEN TUBS STANDARD IS TO IE TED INTO EXISTING - (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALKI - - ii 502. yIRp DEPARTMENT - CPF TRAANSPDR7ATIQN TRM CH IS BE MNGE WITTSRg,OPIEN�IE N STANDARDS CAN DE MADEAT YIRpNIA DEPARTMENT 4F 7RAN9SPDRT.4TION 542 502 VIRGINIA, DEPARTMENT OF TRANSPORTATION - 01!13 gt113. - VIRGINIA DEPPTiTMENT OF TR,NNSPORTATION 542 303,{75 203.07 203.02 203A3 °* STANDARD 611 CURB ''�w°i°T ROM ND BRIDGE STPNO,iR0.Pi SPECIFICATIONREH COMBINATION 5" CURB AND GUTTED ��� FROM ARD BRDGE 9TiWDAWgpS T RIDAQ AND BRIDGE STANDARDS COMBINATION 4" CURB AND OTTER SPECiTCATDN REFERENCE ��'� ROAD AND BRIDGE STANDARDS STANDARD 411 CUR8 �REf ENI 105 REVIISM DATE I SHEET I OF 1 105 REVISNDH DATE I SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 106 :.SHEET 1 OF -1 REVISION DATE 106 - - - - - - 902 VII DEPARTMENT OF TRM5FORTATION 502 VIRWHIA DEPARTMENT OF TRANSPORTATICIV VIb,7HA DEPARTMENT OF TRAM PORTA XIUH 502 VRGIHA DEPARTMENT OF TRAMPOMTATION 902 PD1.01 2O1.Q3 EDiDN 201,44 WP -2 ADJACENT TRAVEL LAE ASPHALT PAVEMENT WIDENING 12"A EDGE OF TEXISNG PAVEMENT CJS DETERMINED N FIELD) TACK COAT THE PROPOSED. - CONSTRUCTION JOINT EXISTING ASPI-IH-T LAYERS PROPOSED ASPHALT_ LAYERS - EXISTING SUBBASE PROPOSED SL.IRBASE -------------------------- COMPACTED ____ _ ____________ COWPEYCTED SUBGRA7E CONSTRUCTION JOINT DETAIL ®- REMOVE. EXISTING ASPHALT LAYERS TO EXISTING SUBHAEE 00 REPI_4CF WITH PROPOSED ASPHALT WIDENING. LAYERS ® PROPOSED MNWIM 1 jz NCH 7HGIK`A.,P- HALT %RFACE QQVHSE CSEE NOTE. 5) : x MINIMUM 12 INCHES,OR GREATER AS NECESSARY TO ABUT THEFULL THICKNESS OF', EXISTING ASPHALT LAYERS AS WFEWMID 13Y CORES -SSEE NOTE 31 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 DESTCH FORASPHALTPAVEMENT WIMMING SHALL MEET OR E)MEED THE DEPTHS AND TYPES OF THE LAYERS OF E10TING PAVEMENT. DESIGN, x URESSED N THE PAVEMENT SU63TJ1RF,1d� DRAINAGE OF THEE EXISTING AMU SHALL 6E AD_ 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AIV THICKNESS OF EXISTING PAVEMENT LAYERS. THESE GORES 'SHALL BE SPACED NO WORE THAN 500 FEET APART. 4. THEADJACENTTRAVEL LANE SHALL BE MILLED A. MINIMUM DEPTH OF I 1h INCHES AND REPLACED YHFH AN ,HALT SURFACE- COURSE TO MATCH THE PROPOSED PAVEMENT WIDENINGSURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEERMAYREQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO DE ADJUSTED - TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFA£E DRAINAGE. S. EXISTING PAVEMENT MARFW G!S AND MARKERS WITHIN THE PROJECT LIMITS SHALL 1E RESTORED SUBJECT TO, THE APPROVAL CF THE ENGINEER. - 7_ FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05tet OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING -A-19 FOOT STRAGHTEDGE.N ACCORDANCE WITH THE REQUIRIEENTS OF SECTION 315.07(x) OF :THE SPECIFICATIONS. Ny=rASPHALT PAVEMENT WIDEiUItGER7AJCE� ROAD AD BRIDGE STANDARDS - - WFET I OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC � 303X2 - VMMA DEE+AVIMENT OFF- TRANSPORTATION S.2. I } BARS A AND C aD BARS A 70 BE. EQUALLY S7>AmE1!7:i_- FOR NO, OF BARS _ CG -2 O CGS 4` - + _ - ",.. SEE TABLE .BELLOW. - - 2, SEE STANDARD CTr12 FOR CURB RAS DESIGN TO BE CC -12 GG -t2 �� CG -94 CG-sD CSEE NOTE 51 QPTIOFNA- UNPAVED SPACE - #. GENERAL NOTES= �- FLOW LINE L INTERVALS NOT EXCEEDING-- _r_ EIpMT E?tP#NSKDN _j 11/2 4. RADRN_ CI OR COMBINATION. CURB AND CUTTER �_� WIDTH DF TRAP CE SHALL NOT BE E U BEYOND THE R.AW LIRA NOTE. WIDTH "B* P -D" OR AS 1 ry - - MAINLINE ROADWAY 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DORIES_ r 7. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST? $ WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE -FULL WIDTH OF THE. 1D:7 MAY IN IN TIRE DIRECTION OF PEDESTRIAN 1!t - 145 DOWELS, E" LONG'? PERMISSIBLE AT 12" D -C 5' MIN. C NSTRUGTION u _ r 4 MT+ ENTRANCE NOTES - - - WIDTH OF - EN712ANCE _ - z WIDTH OF ENTRANCE _ -- - TRAGIC, -T SIDEWALK 4DVR6 R WIDTH OF ENTRANCE - j - - - - - - pR - ¢ .EXPANSION JOINT. a ADMITS OF PEDESTRIAN -''L`- I- LIMITS OF PEDESTRIAN OEPMTNTFDR W17HI4 THE LIMITS OF 7HE RADIO SHOULD BE INCREASED TO 7". tSEE CG -93) - MGEON L AVE �LMNE RAMP FLOOR BY 2 FOOT LENGFH TRAVEL, OTHER TYPE'S LSF MATT=RILL WITH THE TRUNCATED DOMES DETELCT ROLE TYPE - G CHNiGE __ - 8. PLAINS ARE TO INDICATE WHEN CONSTIRUCTiON OF A FLOW 12`1MAX _ ® (rte - LIMITS OF PEO. -LIMITS QF PED;. - #' : ACT.£SS fti7UTE ® a ACCESS R(iUTE®'A7.€.0 OR THE ENTRANCE. ® - - ---- ® ACCESS ROUTE - .ACCESS ROUTE a% MAIN.® - -�� - - D 7. THE DESIRABLE AD MAXIMUM ENTRANCE GRADE CHANGES WAfRNING- MAY' BE USED WITH THE APPROVAL OF THE ENGINEER. : PERPENDICULAR - 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 12:1 M,4>< -�, - YARD„ ETC. TABLE; THESE VALUES ARE NOT APPLICABLE TO STREET %1 TI PR P E S NG OR D 05E6 EXP,4NSKDN JOINT r- SIDEWALK ITR SIDEWALK SPACE a - UNPAVED. 'SP ALOE NON-TRAVERSASLE -' UNPAVED SPACE. MAAMIULE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED BARS B w UNPAVED SPADE UNPAVED SPACE •.q,,"'Vk ��, z NGN-T ON -TRAVERSABLE J BANS A PLACED UNDER EACH f - 3. SLOPING SIDES' OF CURB RAMP. MAY BE POURED. MONOLITHICALLY WITH RAMP FLODR OR -BY USING PERMISSIBLE CONSTRUCTION. JOINT WITH. REQUIRED BARS, - _ 12" STEP AM TWO ER � - - 1111TH BUFFER STRIP 8, WHEN -CG -11 LR ,USED FOR STREET CONNECTIONS THF i .. � - - SEC'TIO'N, A - A- -OF TB1E VDOT ROAD OESEDN MANDAL NCLVDND.STOMW SIGHT DISTMNGE AND K VA -UE REOLtRE NITS, ES15LING ,OR PROPOSED - 0. OPTKMR FLOWLIE MAY REQUIRE YMRPING OF A VI • 1DO.D MU FT.. 4, IF RAMP FLOORISPRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SD _ E, WIN ,/ VP • 0.583 CU. FT. I V4 _ 1�'J V4 • 0.7iE6: CII. FT.' � 2,- 0„ � � FROM PICTORIAL VIEW IT IS SEEN THAT - V+ BARS A.NO. _4 - o SIDEWALK OR SIDEWALK SPACE � rw-. ,��, PEDESTRIAN ACCESS.�r, i'�,Cii1TE DE•i-SIL Cuae INCLUDED IN 'As K • . t V • %N•2 N is v TYNR,p"YY 4 BARS 8 NO.. THAT ADJOINING FLARED SIDES CAN BECAST-IN PLACE AFTER PLACEMENT OF PRECAST RAhY FLOOR- PRECAST CONCRETE SHALL 8E CLASS A-4. ' a 27 PLM RAMP RAMP MIN BLI35TITUTIM VALUES- OF E1.EAENTARY VOLUMES' T"e 1i • 'Ty L z PEDESTRIAN ACCESS ROUTE DETAIL A� - .. 27 ENTRANCE GUTTER- vj � MIN R ID;RoS 42.- FMEppT_HOD MANHOLE Di INLET 5, µms' Vi , V EVe & V - INDICATE ELEMENTARY .VOLUMES L{jSEIN OCIPUTING V. SHEET 1 DF 1 J r EXPANSION JOINT MAX, EXPANSION JOINT >• A� w !f+ AF RIGh'ACCE WAY 15 ED IF THE LIY - W - NDIC.KiES CLEAR WIDTH -OF SEEPS, 14 FEET. SEMEN - 5. REQUIRED BARS ARE 74 BE NO. 5 X 8" PLACED %' CENTER TO CENTER ALONG 1p••? MA�'t MINIMUM X•1-5 Ara H•7 N•B H-4 N•iD W11 N•12 N-12-25- SSEE Tp�LE) - GSEE 7JygLE1 %til %# ••+-� W• y. 2 OF LMAG,- : TESTIEl�M PEDES ON �1 -+ w OR PEDESTRIAN ACCESS ROUTE I f1 EXTEND BEYOND EXISTING 19 - 4' � 5 -B BOTH. SIDES DF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. CONCRETE COVER %'jz': '1 - I10111CATES LENGTH �OF BATS A,, IN- INCHES. L7 •:73r41ON •. E" r TRUNCATED DOMES 12.1 M'-.. `�•y `INH SEE SHEET I OF 5 FOR DETAILS '� B - 7 9 B 1 9 110 1 Ii 12 - - - ADDNTIDNAL RIGHF-OF-WAY 15 RE UIRED--F THE LIMITS - - A A Q,, R, p ° w vri 4F PEDESTRIAN ACCESS ROUTE try EXTEND BEY[M10 L J EXISFINC OR PROPOSED VDOT RIGHT -OF WAY, 2'_ 11" W �} {-2 OR PROPOSED Y04r RIGHT -OF WAY. �na- 1NDICATES.LENGTH-OF - NOICATES ,LENGTH -OF BARS C, IN INCHES, L3:- 15,41ON ' ts" ti. CURB t CURB AND GV7PER SLOPE TRANSITIONS ADJACENT TO, CURB ftPNPS TYPE -- B_ - F'OLLOWING CONDITIONS; _ MINIMUM SIZE OF LANDING TO BE W -'1 FOOT X 4 FEET. P'HEFERA3LY ON THE HIGHT SIDE QMENUW. w w 2, eeiR: 3TEP9 LESS Tww 44 INLINE$ VINE HAVING ONE: WE OPEN. UTE FIR"A- ON EACH SCE - THIS ITEM MAY BE PRECAST OR .CAST N PLACE; - 3. ODN STEPS LESS THAN 44 LACHES WIDE HAVING BOTH SEES OPEN. ONE HMDR A L CIN EACH SIDE. - QONCRETE TO BE CLASS A3 IF CAST IN -PLAICE, 4000 PSI IF PRECAST, ARE INCLUDED IN PAYMENT FOR CURB t CURB AND GUTTER, - - PARALLEL - CDN STET'S WORE _ THAN 44 INCHES. WIDE E,ti'F- LESS THAN 8B INCHES WIDE, ONE HANDRAILON IN INCHES WILL 'BE EQUAL TO WIN WITH A MINIMUM SPACINGOF 8'. - �-D' MIN - REINFORCING BARS TO BE USED IN IMTALLATIDNS OF E OR MORE STEPS. S. ONN STEPS 93 N)R MORE 11502 WDE OPE HANDRAIL ON EACH SIDE, AM ONE IN I' MEdATE HANDRAIL LSOOATEO A°PROYIUATELY MIDWAY THE WIOTH. - - -?: CURB INCLUDED IN u � � ENTRANCE GUTTER SPECIFICAmoN 2 _ w ? REFERENCE 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE. PLANS OR AS DIRECTED - TO - - r "".T° ROAD AND BRDGE-STAIOA(DS 105 SHAPE Tq MATCH FACE - OF ROADWAY CURD. REVISM DATE w} w- N ,ALTA -d •c. a 3174 - VIRGINIA IDEPARTM[.WY OF TRANSPORTATION rr.I 0 LiQT.O3 BY THE ENGINEER, THEY ARE 6E PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OFA HIGHWAY FACILITY -CROSSES SI CURB REGARDLESS OF WHETHER SIDEWALK IS IGHWAY , PROPOSED. D, WITHIN PEDESTRIAN CRQ55WALKS 1� BACK OF CURB 45 :I WITH BUFFER STRIP 2011 45 : `3'Me+ - Z w ? [n (j w I;i • ti: p •p, o ®PEDESTRIAN ACCESS ROUTES PROVIDE A CCNTINVQUS w FLAW LINE 'd 5" O OR NONEXISTENT. TREY MUST BE LOCATED AS SHOWN ON RAINS OR AS DIRECTED BY THE ENGINEER; AND SHOULD NOT 12;1 M%A:t 72;� NA71 _ AND SLIP RESISTANT Q FLOW LINE PATH A,CE5510LE �''•�`•' Q� a = w ENTRANCE WIDTH '• r�> a N'. BE LOCATED- BEHIND VEHICLE STOP LINES. EXiST14G LIGHT' POLES, FIRE - .�---�• �q )KX 'r• HYDRANTS, PROP INLETS, EEC. ACCESSIBLE ROUTES PROVIDE A CONTINUUMS 5' ;Y, - - 2 MA%.w PATH CONNECT+o-IG ALL ELEMENTS OF a. CONNErT NOSTABLE.ACCT , FACILITY THAT 'CAN -BE APPROACHED', ENTERED AND o USED BY PEDESTRIANS, IF ACCESS -ROUTE IS ADJACENT o DESIRABLE MINIMUM iB' -� EXPANSION XPAN L8N J4 NT ABSOLUTE MINIMUM 12 FIDES TRIAN ADCESa ROW7ES PROVIDE A CONTINUOUS t , - - ® UNQB51RUCTED, (FIRM AND UNOBSTRCDCTEO. STABLE, FIRM AND SLP RESISTANT PAT pRCONNECTING ALL ACOESTRUC ELEMENTS. OF A FACILITY THAT CA)') BE APPROACHED, BRED- : - c MN, SECTION �_� o-�-== _ �, - : ENTRANCE WIDTH TO BACK OF CURB,MINIMUM IYIDTH HO+JLD BE 8, SECTION FF = -EXPANSION JOINT $ DESIRA9LE MINIMUM 76' STABLE, SLIP RESISTANT PATH, CONNECTING ALL A!,CCESSIBLE ELEMENTS- OFA �• AND USED BY PEDESTRIANS, - - - - r - o F - ABSOLUTE MINIMUM 12' EDGE CF PAVEMENT FACILTY THAT CAN BE JAF'PRpACI-[D, ENTERED MIN _ G e 4 AT TC ,.Y"'HIGHER THAN•.. _ _ _ Y WITHOUT BUFFER TRIP - -� 3 USED BY PEDESTRIANS, B. RAMPS MAY BE :PLACED ONRADIALOR TANGENTIAL. SEC .TONS PROVIDED THAT EDGE OF PAVEMENT PLACED- WITHIN THE LIMITS OF THE CROSSWALK A)+O -. - PERMISSIBLE •,T• IF PEDESTRIAN ROUTES WtE BEING - PROVIDED, A'.MINIMUM'4'.7RAV R IT��WIDTH-- ago o,o:o " • ' � • o THE CURB OPENING IS AT . , 'SAME AS TOP OF CURB THAT THE SLOPE A7 THE DQNNECTION OF CURB OPENING IS ' T TI CONS RUC OH - CROSSWALK D DED, E SALE , _ 15 REQUIRED WITH A MAX. 2% CR05S SLOPE. iY .THE PERPENDICULAR TO THE CURB. - JOINT to � - EDGE QF. PAVEMENT IF PEDESTRIAN ACCESS ROUTES 19 ARE BEING HALF PLAN PROVIDED, A MINIMUM TRAVERSABLE WIDTH i5 SECTION B -D 9-. TYPICAL COHCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT - TYPE C C TRUCK PARALLEL $I PERPENDICULAR - } _ :(�. p' REQUIRED WITH A MAK. 2'Y. GROSS SLOPE_ , ACCOMMODATE THE FURNING REQUIREMENTS OF ANTICIPATED HEAVY TO STANQARD CC -13, COMMERCIAL ENTRANCE (HEAVY - r'. HALF PLAIi1 TRAFFIC, REFER TRUCK TRAFFIC) FOR CONCRETE DEPTH, : - - - SECTION D -.B -!• a- L.2r CROSSWALK 'Fa'A'*.. WHEN USED IN .CONJUNCTION WITH STANDARD . >5 'CURB ' ' • WHEN USED IN CONJUNCTION WITH STANDARD £,-O„ - CC -3 OR THE CURB THIS 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARIEC USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH _ _ - MTSEE CIF LA}O1HAG +WED; I'� �I SHkL EF TV060 FOR I I I f Snx 1. RE OEO FOR - CG -3 OR CG -7, THE FACE ON THIS STAJRQARQ IS T4 8E NFJU RTI TO MATCH THE :S� oho - MOUNTABLE L'11R8 CONFIGURATION, STANDARD IS TO BE ADJUSTED TO MATCH IGI)R 71 THE MD1INTADLE CURE GgNFICtURATIQN. !MOUNTABLE it WHEN ONLY ONE CURB RAMP, IS PROVIDED FOR TWO CROSSINGS IDIAOONAL), - asRlay.oruL�rz ertossw,ux ilAR CHO5SW�PLK '. : - - A 4'x 4'LANDNG AREA SHALL 15E PROVIDED TO MM)EUVER A WHEELCHAIR NOTES FOR RAL NOTES ON THE DETECTABLE PRANG SURFACE wlTlN TT£ Ntiif�E"p T W , sswux AREA. cRP 1 P UNPAVED- SIDEWALK SPACE e AI- PAR I ABOL ., 6 - e INTO THE CROSSWALK WITHOUT GOING' INTO THE TRAVELWRY. THIS 4' x A' LANDING AREA MAY INCLUDE THE GUTTER.. PAN. TRUNCATED DOME Fn SEE SHEET 1 OF 5. - t THE REQUIRED TYPICAL PLACEMENT t-''. Cf A PAJ},SLLEL RAMP; PA 51DEWP1.14 PARABOLIC 5E'rTION 1'E, - CURVE. SPA,CE CURVE p' _ 12, ALL CASES -WHERE GURBRAMPS INTERSECT A RADIAL SECTION OF w THE DETECTABLE -s-I 'S -�'4 C -C - p - LENGTH IS uMITEG TO I5 FEET, REGARDLESS OF THE AT INTENSE TIfN NORMAL CUTTER ___ _ x g.�•a.a�q CURB AT ENTRANCES OR'. STREET CONNECTIONS. WARNING SURFACE SHALL HAVE A FACTORY- RADIUS OR BE FIELD - O sD i7 17.0 2 -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - - - sLOFE. WITHIN CROSSWALK CURE - NORMAL GUTTER � � '- � = x `1'- 3" _ - • b- ' a - ° - [>" • a I � � � SECTION C-�C �- THE 6ACK DF CURB. o o 4 C. p Q 4 4 0 J 0 a - 4 -�- is O fl 4 rq _0 4 O O 9 9 4 4 ❑ p O o LANDING RAMP - *4. - FJ _ - 411UFFER STRIP TYPE 6 PARALLEL d' SOEwaLk - APPLICATION MIIN MINIMUM.LENGTH ,A h b. ti, . 4,- 'moi}• TO 10%CHANGE g:Yq o3q bA �4 .,�.o qqo aga;.b4 gq. _ CLASS AL3 4H.E,S.',D CONC. '. ' 4F -Dg, TO 70% CHANCE q•^, e, 4 0 4So; go:eo4 os�. eg a U.. VCREGATE BASE CLASS R3 SH.E:S.) GONE. P O G7 g 4 P O Q P 4 O Qt3'O a Ey - - �(? © O 6 4 4 O 0 d O CD 6 KD A' D O - - ,RAMP RDAU4f,4Y GRADE IN FEET uE.X 5S1�11. DIAGONAL PLACEMENT NT IN PERCENT - Yt:t Q 4" CURB 6". CURB - . 4 fi m 5, OATH � •�„'.-. -� . $" AGER. BASE TYPE T SIZE 21U - e, tz - °' ,, - P I DINT QF GRADE CHMICE : '-�> s. n. • a:. -TYRE ISIZE 21e hh • e', - p', , - 5'-d" - 5'-0" LES Pf11NT OF GRADE CHANGE , u, 12Y. MAIC. SLOPE b, 54S -65F OF BASE DIAMETER -- o 0 0 0 o O 0 0 0 0 0 0 0 Q D - 1. 5 7 � : � 1� - 5'-.O" . 12x AAM. SLOPE ,. - - , li, • -,;.. FOR CURE AND CUTTER' ONLY IH - �, - 2 - 5' 8. FOR CURB -AI'JD GUTTER ONLY ,ryF - - Y x 12. X MAXIMUM INCREASE N SL CPE AT MINIMUM tD'.NTERVALS FOR CURB DETECTABLE WARNING ci I B 9 x A 4"SOUS LWORIC. AREA N - - SIDEWALK, AND GUTTER r - . x X M 3 MAXIMUM DECREASE IN SLOPE AT BACK OF CURB - f VARIABLE FULL WIDTH OF RAMP FLOOR. _. - 1 DIAMETER SEE, NOTE. 12. - r PAY 3 - K J7510E OF rRAv"?)Ar f A +' 54UARE LANAI EA NG AR "T- -- $ 12 sI A L ee FRDMED FOR F OUTSIDE Or, TRAVELMAY a --FCR SIDEWALK CURE AND GUTT ER a x 12 7 MAXIMUM INCREASE, UIN SLOPE AT MINIMUM 10' INTERVALS _ - BUILT CONCURRENTLY - .. FOR FIRST 10 INTERVAL AND 8 x MAXIMUM DECREASE FOR SUCCEEDING MIINWUM 1D' INTERVALS LIMI I b _ SW,rL 9 1p 15 PERPEIU}CLLA CtiK75swALN X SHALL BUILT Q-U-NTLY -x rsECT10N D -D SECTION A�-A SECTION I] -D DETECTABLE WAR�Nx�E�N�{�1 TRUNCATED DOME DETECTABLE WARNING mTFC TNe uAAIAED- ENDICULLAAR CCERO5SY1ALIK a ti 19 pt955wALx AREA p^. �,I � x. 3 X muViIMCM DECREASE IN SLOPE- FOR FIRST 10 INTERVAL AND - SECTION C C _ INSTALLED' ON A:RA RADIUS DETAIL DETAIL cApSSwNLK wITt1N T£ MARKED - - - WITH BUFFER fijTRIP. : CNOSSYALK AREAL 6 x MA3:Ih1AUM DECREASE FOR SUGGLEDING. MINIMUM 7U', INTERYfJ, S, -XVI -� SPECIFiCATICN CG -12 DETECTABLE WARNING SURFACE I REFERENCE \VDDT CG -1 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE $PEIDFICATION REFERENCE STANDARD ENTRANCE `UTTER Q OT \vD13T _ STANDARD ENTRANCE CUTTER SPEGIFICATiON BOND. AND BRIDGE STANDARDS `" - ROAD AND .BRIDGE STANDARDS ROAD AMD BRIO GE STANDARDS ROAD BRIDGE STANDARDS REFERENCE -_ SHEET 7 OF 5 REVISIONDATE SHEET 3 OF s. REVISION DATE IDs REVISION, DALE: -SHEET 1 OF -1 .AND SHEET 1 OF I REVISION DATE ( (GENERA! NOTES) Qs TYPE U (PARALLEL) APPLICATION - (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALKI - - ii 502. yIRp DEPARTMENT - CPF TRAANSPDR7ATIQN 7rn YIRpNIA DEPARTMENT 4F 7RAN9SPDRT.4TION 542 502 VIRGINIA, DEPARTMENT OF TRANSPORTATION - 01!13 gt113. - VIRGINIA DEPPTiTMENT OF TR,NNSPORTATION 542 303,{75 203.07 203.02 203A3 WP -2 ADJACENT TRAVEL LAE ASPHALT PAVEMENT WIDENING 12"A EDGE OF TEXISNG PAVEMENT CJS DETERMINED N FIELD) TACK COAT THE PROPOSED. - CONSTRUCTION JOINT EXISTING ASPI-IH-T LAYERS PROPOSED ASPHALT_ LAYERS - EXISTING SUBBASE PROPOSED SL.IRBASE -------------------------- COMPACTED ____ _ ____________ COWPEYCTED SUBGRA7E CONSTRUCTION JOINT DETAIL ®- REMOVE. EXISTING ASPHALT LAYERS TO EXISTING SUBHAEE 00 REPI_4CF WITH PROPOSED ASPHALT WIDENING. LAYERS ® PROPOSED MNWIM 1 jz NCH 7HGIK`A.,P- HALT %RFACE QQVHSE CSEE NOTE. 5) : x MINIMUM 12 INCHES,OR GREATER AS NECESSARY TO ABUT THEFULL THICKNESS OF', EXISTING ASPHALT LAYERS AS WFEWMID 13Y CORES -SSEE NOTE 31 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 DESTCH FORASPHALTPAVEMENT WIMMING SHALL MEET OR E)MEED THE DEPTHS AND TYPES OF THE LAYERS OF E10TING PAVEMENT. DESIGN, x URESSED N THE PAVEMENT SU63TJ1RF,1d� DRAINAGE OF THEE EXISTING AMU SHALL 6E AD_ 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AIV THICKNESS OF EXISTING PAVEMENT LAYERS. THESE GORES 'SHALL BE SPACED NO WORE THAN 500 FEET APART. 4. THEADJACENTTRAVEL LANE SHALL BE MILLED A. MINIMUM DEPTH OF I 1h INCHES AND REPLACED YHFH AN ,HALT SURFACE- COURSE TO MATCH THE PROPOSED PAVEMENT WIDENINGSURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEERMAYREQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO DE ADJUSTED - TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFA£E DRAINAGE. S. EXISTING PAVEMENT MARFW G!S AND MARKERS WITHIN THE PROJECT LIMITS SHALL 1E RESTORED SUBJECT TO, THE APPROVAL CF THE ENGINEER. - 7_ FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05tet OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING -A-19 FOOT STRAGHTEDGE.N ACCORDANCE WITH THE REQUIRIEENTS OF SECTION 315.07(x) OF :THE SPECIFICATIONS. Ny=rASPHALT PAVEMENT WIDEiUItGER7AJCE� ROAD AD BRIDGE STANDARDS - - WFET I OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC � 303X2 - VMMA DEE+AVIMENT OFF- TRANSPORTATION i S.2. I } BARS A AND C aD BARS A 70 BE. EQUALLY S7>AmE1!7:i_- FOR NO, OF BARS _ CG -2 O CGS 4` - + _ - ",.. SEE TABLE .BELLOW. - - 2, SEE STANDARD CTr12 FOR CURB RAS DESIGN TO BE r A -T- _ CSEE NOTE 51 QPTIOFNA- UNPAVED SPACE - A FLOW LINE L INTERVALS NOT EXCEEDING-- _r_ EIpMT E?tP#NSKDN _j 11/2 4. RADRN_ CI OR COMBINATION. CURB AND CUTTER �14_44 SHALL NOT BE E U BEYOND THE R.AW LIRA NOTE. WIDTH "B* P -D" OR AS 1 ry - - MAINLINE ROADWAY PLACEMENTEP EXCEPT FOR REPLACEMENT PURPOSES. 1!t - PLAN VIEW 1! ENTRANCE NOTES - - - 5. WH}�ENryT�FE ENTRANCE RADDII CANQT AGCOM{AEM�ODATE THE - TRAGIC, -T SIDEWALK 4DVR6 - MANN -FE R(DADWAY.$LQIE - - - - t01PNfJBOI..IC CIIRVE (ENTRANCE ONLY) - - OEPMTNTFDR W17HI4 THE LIMITS OF 7HE RADIO SHOULD BE INCREASED TO 7". tSEE CG -93) - MGEON L AVE �LMNE SECTION ,A4 -A G CHNiGE __ - 8. PLAINS ARE TO INDICATE WHEN CONSTIRUCTiON OF A FLOW METHIOD OF TREATMENT IN DROP INLETS (rte Y2 ELEV, I PROPOSED OR THE ENTRANCE. - - a% MAIN.® - -�� - - D 7. THE DESIRABLE AD MAXIMUM ENTRANCE GRADE CHANGES DABS A MCI 0 Ex1S7R10 WALK, - _ SLOPE CHANGE 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 11 YARD„ ETC. TABLE; THESE VALUES ARE NOT APPLICABLE TO STREET ONE BAR B TO BE MAAMIULE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED BARS B 5 M BANS A PLACED UNDER EACH f - 12" STEP AM TWO ER - 8, WHEN -CG -11 LR ,USED FOR STREET CONNECTIONS THF i .. MN WN L41N0-'AL3 SHOWN. - - SEC'TIO'N, A - A- -OF TB1E VDOT ROAD OESEDN MANDAL NCLVDND.STOMW SIGHT DISTMNGE AND K VA -UE REOLtRE NITS, re 0. OPTKMR FLOWLIE MAY REQUIRE YMRPING OF A VI • 1DO.D MU FT.. :.VI BARS C#_i _ ,/ VP • 0.583 CU. FT. I V4 V3 - 0.750'CU. FT. 1�'J V4 • 0.7iE6: CII. FT.' 12" FROM PICTORIAL VIEW IT IS SEEN THAT - V+ BARS A.NO. _4 - o EI PROPOSED 'As K • . t V • %N•2 N is v TYNR,p"YY 4 BARS 8 NO.. OR EXIST. SIDEWALK a 27 PLM ;� OR SMOLDER. BLI35TITUTIM VALUES- OF E1.EAENTARY VOLUMES' T"e 1i • 'Ty V _10130 W.I. - .. 27 SECTA-A- MIN R ID;RoS V - INDICATES TOTAL VOLUME OF STEPS N CUBIC YARDS. FMEppT_HOD MANHOLE Di INLET Vi , V EVe & V - INDICATE ELEMENTARY .VOLUMES L{jSEIN OCIPUTING V. SHEET 1 DF 1 HUMBER OF BARS- A MAX, TH ROUND ROOD - W - NDIC.KiES CLEAR WIDTH -OF SEEPS, 14 FEET. SEMEN - X•1-5 Ara H•7 N•B H-4 N•iD W11 N•12 N-12-25- SIOE'WAJ.5. N - INDICATES NUMBER OF STEPS IN IASTA.LATKIN MILUSIVE W• y. : 4 S 5 S B. 7.. 7 -- a OF LMAG,- : 19 - 4' � 5 -B - '1 - I10111CATES LENGTH �OF BATS A,, IN- INCHES. L7 •:73r41ON •. E" W -T '� B - 7 9 B 1 9 110 1 Ii 12 - - - -IBARS A, IN INCHES. L2 - 12W +..9" 1NDICATES.LENGTH-OF - NOICATES ,LENGTH -OF BARS C, IN INCHES, L3:- 15,41ON ' ts" - - HeJNNDR.WL IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RISERS, AND WILL MEET THE - F'OLLOWING CONDITIONS; A LANDING IS TO BE PROVIDED WIEREI2 OR MORE STEPS ARE REQUIRED, 1.0)M STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES ENCLOSED. AT LEAST ONE HAD2AL. MINIMUM SIZE OF LANDING TO BE W -'1 FOOT X 4 FEET. P'HEFERA3LY ON THE HIGHT SIDE QMENUW. 2, eeiR: 3TEP9 LESS Tww 44 INLINE$ VINE HAVING ONE: WE OPEN. UTE FIR"A- ON EACH SCE - THIS ITEM MAY BE PRECAST OR .CAST N PLACE; - 3. ODN STEPS LESS THAN 44 LACHES WIDE HAVING BOTH SEES OPEN. ONE HMDR A L CIN EACH SIDE. - QONCRETE TO BE CLASS A3 IF CAST IN -PLAICE, 4000 PSI IF PRECAST, FOR 9TNLR TWIUTJ1$ THE APPHQXI SPACING OF 8A'RS A4. - CDN STET'S WORE _ THAN 44 INCHES. WIDE E,ti'F- LESS THAN 8B INCHES WIDE, ONE HANDRAILON IN INCHES WILL 'BE EQUAL TO WIN WITH A MINIMUM SPACINGOF 8'. E:ACH SIDE- -. REINFORCING BARS TO BE USED IN IMTALLATIDNS OF E OR MORE STEPS. S. ONN STEPS 93 N)R MORE 11502 WDE OPE HANDRAIL ON EACH SIDE, AM ONE IN I' MEdATE HANDRAIL LSOOATEO A°PROYIUATELY MIDWAY THE WIOTH. FOR TAB771_ATNOH Or CONCRETE A40 STEEL QUANTITEES SEE SNEER 2. N.DF+ SPECIFICAmoN REFERENCE - - - - STANDARD CONCRETE STEPS FOR 2:1 SLOPE - - r "".T° ROAD AND BRDGE-STAIOA(DS 105 REVISM DATE SHEET 1 OF 2 3174 - VIRGINIA IDEPARTM[.WY OF TRANSPORTATION LiQT.O3 i CLASS b • b:: e. CON SECTION: C -C ENTRANCE VOLUME CGd1 I Ox jr A XXSTREET APPROACH SAME "FACING (RADIUS TO BE AS IIAS IEEE GENERAL NOTES MAINLINE ROADWAY E 3) NOT(n - SHOWN ON PLANS) - --IRA1DIUS TO. BE AS 'SHOWN ON PLAINS) J. 'WHEN- USED H COUJIM TION WITH SrNCARD CO -3- OR. CG -7j THE CURSTANDAR D15 FACE ON THIS STD S TQ RE ADJIUTO TO MATCH TIRE MCUNTAPI.E CURB CG -2 O CGS 4` - + _ - CCNPIGLRATIpN. ax 2, SEE STANDARD CTr12 FOR CURB RAS DESIGN TO BE SIQEWAJS USED WITH. THIS STANUARD. SIDEWALK CSEE NOTE 51 QPTIOFNA- UNPAVED SPACE - 3, MAINLINE PAVEAENF SHALL BE CONSTRUCTED TO WE FLOW LINE - R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION INTERVALS NOT EXCEEDING-- REQUIRED FOR MAINLINE PAVEMENT IIMAINLINEPAVEMENT WHICH CBE EIpMT E?tP#NSKDN OMITTED IN THE ENTRAtII I JQI IT - 4. RADRN_ CI OR COMBINATION. CURB AND CUTTER . SHALL NOT BE E U BEYOND THE R.AW LIRA NOTE. WIDTH "B* P -D" OR AS 1 ry - - MAINLINE ROADWAY PLACEMENTEP EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYM& SECTKXN. A - - - PLAN VIEW 1! ENTRANCE NOTES - - - 5. WH}�ENryT�FE ENTRANCE RADDII CANQT AGCOM{AEM�ODATE THE - TRAGIC, -T SIDEWALK 4DVR6 - MANN -FE R(DADWAY.$LQIE - - - - t01PNfJBOI..IC CIIRVE (ENTRANCE ONLY) - - OEPMTNTFDR W17HI4 THE LIMITS OF 7HE RADIO SHOULD BE INCREASED TO 7". tSEE CG -93) - MGEON L AVE �LMNE SECTION ,A4 -A G CHNiGE __ - 8. PLAINS ARE TO INDICATE WHEN CONSTIRUCTiON OF A FLOW METHIOD OF TREATMENT IN DROP INLETS (rte LINE IS REQUIRED TO PY'COVI}E POSITIVE DRAINAGE ACROSS MANUNE RWWAY - - �'� - - - _ - -- - - -- NOTE 77 THE ENTRANCE. - a% MAIN.® - -�� - - D 7. THE DESIRABLE AD MAXIMUM ENTRANCE GRADE CHANGES - - _ SLOPE CHANGE 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 11 D TABLE; THESE VALUES ARE NOT APPLICABLE TO STREET _ _ .SLOPE. TO DRAIN - TD AVERT OF OUTLET PGE MAAMIULE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED CONNECTIONS. 5 M M, FOR f - cDiAwE>arIAL ENTRRA IcE INTERSECTION NOTES - 8, WHEN -CG -11 LR ,USED FOR STREET CONNECTIONS THF CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE CONNECTION MUST BE QESUGNED IN ACD0FdDANCtI WITH AASHTO POLICY ANID THE APPLICABLE REQUIREMENTS - - SEC'TIO'N, A - A- -OF TB1E VDOT ROAD OESEDN MANDAL NCLVDND.STOMW SIGHT DISTMNGE AND K VA -UE REOLtRE NITS, ' 0. OPTKMR FLOWLIE MAY REQUIRE YMRPING OF A - A - PORTION OF CUTTER. TOPROI POSITIVE DRAINAGE _ ACROSS THE INTERSECTION. - - -- INIXVWANIY TO BEST FIT TH£ PAATIOLLAR FLET AA OUTLET ALLOWABLEENTRANCE GRADE E CHANGES s C NFIGURATIDFI AND FLOW LINES, CLASS b • b:: e. CON SECTION: C -C ENTRANCE VOLUME ORADI� ,D IAMGE DESIRABLE MAXIMUM HIGH .MORE THM4 1500- VPD Ox 3 x (EDM.I,M 500-1500 VPD 330E 8X LOW' LESS THAN WO VPD -Eax ax HOTEr ALLOWABLE ENI GRACE TARLE ts'NOT APPLICABLE TO STREET: CONNECTIONS RSPIECIFICAMONMETHOD OF TREATMENT ROAD � �E STANDAIRDS }2 (COiNNECTiDN FOR STREET INTERSECTIOONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF I VIRGINIA DEPARTMW Or '.TRANSPORTATION 203,04- MAX 6 •t1"MAN.S'-0" GRIPPING FRAIL FUR KETMJING SEE RAD S HR -1 �J I�4Vj ` 04. Y, NPS- PIPE PICKET - WALL DETAILS. I I l 4,fe' D,G. W SOLID -PICKET - MAX 6 U' MAX. 6--0'. DIA SOLD STEEL SMOOTH R UND ROD (TVP.) OR 1" STANDARD PIPE, GROUNDING. ELECTRODE ANCHOR _ BPLTS 4" O.C. ULE BO PIPE 2• I" ll OF N fSHAPE IPF SHAPE TOCgMT OF PIPPEE i v RAL EXPANSION -JOINTS AT 1 INTERVALS NOT EXCEEDING-- 3" MAX. 30 FEET. 1'-3" FOS TS : 2" MIN NPS (2.375" O.D:1 SCHED RETAINING WALL - RAILS :2` LAIN NP$ t2 375"OD.l5CHE Du EXPANSION JOINT - PICKETS :3j'q'" IN. NPS SLED D,D,Y OCHE LTR MIH. SOLID STEEL SMOG HR -1 TYPE KPEDESTRIAN: RAILING : ANCHOR ki-TS iFOR USE ALONG SIDEWALKS AiJ:RAMPS) SEE ROADWAY PLANS OR TYPICAL. SECTIONS 3" min, � 12" FOR DISTANCE TO IY2" NPS SCHEDULE- 4D PIP I, I CONCRETE STEPS GRPPINC RAIL USE PATH, PgSTS 7{?''. NIM. NPS X1.4[]" D.O.) SCHEDULE $4PIPE WA PATH, GRDUN]ING OR - RMLS IV2" MIN. NPS 0.90" O.OJ SCHEDULE 40 .PIPE U - - - 12" 2fa ran. ELECTMnE HR -1 TYPE I HANDRAIL (FOR OR USE ALONG STEPS) SC)LID STEEL - NOTES -- DOTH ROUND RO 1.. THE C0147RATOR SHALL SUBMIT DRAWINGS DETAILING ALL hSPECTS OF FABRICATION AND-IN5TALLATION OF RAILING. - CONCRETE FOOTING TO `:' INCLUDING CONCRETE FOUNDATIONS: FOR APPROVAL BY THE BE DESIGNED BASED CN'GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION SHOP CPAW14CS SHALL SOIL CONDITIONS,- 2" ANCHKDR BOLTS (FDR USE ALONG SIDEWALLKS AIHD.RAMPS).. BE SIGNED AND. SEALED BY A PROFFES$IOHNAL ENGINEER, HOLDING A VALID LICENSE- TO PRACTICE ENGINEERING IN MIN C RIPPING -RAL SHALL BE INSTALLED WHENTH£COMMONWEALTH OF YIRCI IA. THE SIUEWALK OR RAMP GRADES ARE EQUAL 2, ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO OR GREATER THAN 55 PERCENT. GRIPPING; ACCORDANCE WTH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS, FOR USE WITH TYPE IN IIIRALINC-SI RAIL WILL BE INCICENTAL. TO THE COST OF : TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND THE RAILING, - . DRAINAGE HOLES FOR GALYANIZNG:SHALL BE INCLUDED IN TRE SHOP DRAWINGS. 3, ALL FASTENERSSEALBE IN ACCCRDWE WITH ASTM A307;, ASTM A4.553, AND ,ASTM-FB44. ALL ANCHOR BOLTS SHALL BE IN SEeE ROAD PLPt15 KCCIURDANCE WITH AASHT4 M;( 14, GIRME 3ki- �. 4Y2".LO,C. }AOI" NPS PIPE PICKET - FCOR RETNNING 4.A CHEMICAL ANCHOR SYSTEM FROM VDQT'$ APPRQVEU MATERIAL 4111," O.C. K" SOLID PICKET 4 WIALL DETAILS_ LIST MhY BE USED IN LEU OF CAST- IN PLACE ANCHORS AND SHALL BE .INCLUDED IN THE SHOP DRAWINGS. 5, PQ$TS SHIA-L BE MITERED TQ MATCH GRACE OF RAMPS, 510EWAL,KS, AND STEPS. 5. HWNDRhLL5 SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. E. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY- BONDED. GROUNDING MATERIALSINSTALLATIONTO BE IN ACCORDANCE WITH ST'D, FE -8 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU - I OF DESIGNING AND FPBHICATING THE RAILING. COrUMENTATION FROM ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE INTERVALS SNOT EXCEEDING 1 D" MAx. BOLTS INSTALLLATIONT WITH eDRAILING AW GSSAND EM SHALL APPR APPROVED BY THE SUBMITTED EER INITH THE 30 FEET..- - ACCURLIANCE WITH NOTE 1. I-?" POSES H2" MIN: NPS 12.3,75" M1.1 SCHEDULE . BID PIPE 11 HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS :2 • MIN. NPS 52.375'• O.D.I SCHEDULE- 41) PIPE THE VIRGINIA UNIFORM 5TATEWICE BUILDING CODE. EXPANSION JOWL PICKETS IV." MIN. NPS 51,05" O.D.D SCHEINJILE 40 PIPE' II• THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR MIN.50LID STEEL SMOOTH RCUND ROM G.ROUHUIHG PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT - HR -1 TYPE III BICYCLE RAILING FOR VEHipJLAR PROTECTION STA14DARO GUARDRAIL SHOULD TOR USE ALOHIG SEARED USE PATHS) BE USED. SPLOFICATICNN - A COPY OF THEORIGINALSEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE, '1'A„ D= REFLRENCE. STANDARD H)ANDRA+IL 11. ROAD AND BRIDGE STANDARDS 705 METHOD OF 1 OC ATINI(G A}�y,.IlD ERECTING REVISION DATE SHEET I OF 1 .238 METHOD v L s�+v t V 1`17v �. 304, VIRGINIA DEPARTMENT OF 'TRANSPORTATION - - 7l11 - $01.05 IS•1 ' I" ll OF N fSHAPE IPF SHAPE TOCgMT OF PIPPEE I „ i I L I I l'. .5s SLO 4 RH TO INVERT SECTION ,A4 -A PTRAINSIAM TERs •• METHIOD OF TREATMENT IN DROP INLETS ]DIFFERENT SRES OF' - PIPES ARE ENNCOLINTERED. - - SHAPING Or MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 11 THIS DRAWING 19 TO APPLY TO THOSE STRUCTURES SPECIFIED_ ON PLANS OR WHERE INVERT OF PIPE. IS ABOVE NMT OF STRUCTURE. : _ _ .SLOPE. TO DRAIN - TD AVERT OF OUTLET PGE MAAMIULE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED fJ N ACCORDANCE WITH APPLICABLE STMOARD OR SPECIAL DRAWING. f - THE INVERT SHAPING AS DETALED HEREOM IS TO CONSIST OF A D PORTLI CEMENT COPICRETE MIX 001HPORMING TO CLASS A3 OR CLASS C"UEXCEPT TENT 2U OF COARSE AGGREGATE MAY HE : UP TO 4" IN DIAMETER AND COiNSSIST OF STONE, BROKEN BRICK. ORMN GONCRETE - 1 I 1 + ;• � - - ♦ ,: - OR BROKEN 4ONGIRETE BLOCK; THE SURFACE F SHAD, BET LE SMOOTHBYMENS OF HAMA TROWELLING. NOW I I I. ' OF TIECOARSE AGGREGATE SHAT REMAIN rxpcsEO. .._;�.•_ DETAILS QF INVERT WADING AS SHOWN HEREON ARE POR.E)AMPI.E PURPOSES ONLY. EACH MANHOLE OR DROP INLET 19 TO BE SHAPED - - -- INIXVWANIY TO BEST FIT TH£ PAATIOLLAR FLET AA OUTLET C NFIGURATIDFI AND FLOW LINES, LE 40 PIPE PLM METHOD OF TREATMENT IN MANHOLES X vmT STANDARD OF4 5HAPING MIN R ID;RoS DOLE 40PIPE3" FMEppT_HOD MANHOLE Di INLET SHEET 1 DF 1 REVISION DATE MAX, TH ROUND ROOD : 101B.D5 - HR -1 TYPE KPEDESTRIAN: RAILING : ANCHOR ki-TS iFOR USE ALONG SIDEWALKS AiJ:RAMPS) SEE ROADWAY PLANS OR TYPICAL. SECTIONS 3" min, � 12" FOR DISTANCE TO IY2" NPS SCHEDULE- 4D PIP I, I CONCRETE STEPS GRPPINC RAIL USE PATH, PgSTS 7{?''. NIM. NPS X1.4[]" D.O.) SCHEDULE $4PIPE WA PATH, GRDUN]ING OR - RMLS IV2" MIN. NPS 0.90" O.OJ SCHEDULE 40 .PIPE U - - - 12" 2fa ran. ELECTMnE HR -1 TYPE I HANDRAIL (FOR OR USE ALONG STEPS) SC)LID STEEL - NOTES -- DOTH ROUND RO 1.. THE C0147RATOR SHALL SUBMIT DRAWINGS DETAILING ALL hSPECTS OF FABRICATION AND-IN5TALLATION OF RAILING. - CONCRETE FOOTING TO `:' INCLUDING CONCRETE FOUNDATIONS: FOR APPROVAL BY THE BE DESIGNED BASED CN'GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION SHOP CPAW14CS SHALL SOIL CONDITIONS,- 2" ANCHKDR BOLTS (FDR USE ALONG SIDEWALLKS AIHD.RAMPS).. BE SIGNED AND. SEALED BY A PROFFES$IOHNAL ENGINEER, HOLDING A VALID LICENSE- TO PRACTICE ENGINEERING IN MIN C RIPPING -RAL SHALL BE INSTALLED WHENTH£COMMONWEALTH OF YIRCI IA. THE SIUEWALK OR RAMP GRADES ARE EQUAL 2, ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO OR GREATER THAN 55 PERCENT. GRIPPING; ACCORDANCE WTH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS, FOR USE WITH TYPE IN IIIRALINC-SI RAIL WILL BE INCICENTAL. TO THE COST OF : TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND THE RAILING, - . DRAINAGE HOLES FOR GALYANIZNG:SHALL BE INCLUDED IN TRE SHOP DRAWINGS. 3, ALL FASTENERSSEALBE IN ACCCRDWE WITH ASTM A307;, ASTM A4.553, AND ,ASTM-FB44. ALL ANCHOR BOLTS SHALL BE IN SEeE ROAD PLPt15 KCCIURDANCE WITH AASHT4 M;( 14, GIRME 3ki- �. 4Y2".LO,C. }AOI" NPS PIPE PICKET - FCOR RETNNING 4.A CHEMICAL ANCHOR SYSTEM FROM VDQT'$ APPRQVEU MATERIAL 4111," O.C. K" SOLID PICKET 4 WIALL DETAILS_ LIST MhY BE USED IN LEU OF CAST- IN PLACE ANCHORS AND SHALL BE .INCLUDED IN THE SHOP DRAWINGS. 5, PQ$TS SHIA-L BE MITERED TQ MATCH GRACE OF RAMPS, 510EWAL,KS, AND STEPS. 5. HWNDRhLL5 SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. E. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY- BONDED. GROUNDING MATERIALSINSTALLATIONTO BE IN ACCORDANCE WITH ST'D, FE -8 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU - I OF DESIGNING AND FPBHICATING THE RAILING. COrUMENTATION FROM ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE INTERVALS SNOT EXCEEDING 1 D" MAx. BOLTS INSTALLLATIONT WITH eDRAILING AW GSSAND EM SHALL APPR APPROVED BY THE SUBMITTED EER INITH THE 30 FEET..- - ACCURLIANCE WITH NOTE 1. I-?" POSES H2" MIN: NPS 12.3,75" M1.1 SCHEDULE . BID PIPE 11 HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS :2 • MIN. NPS 52.375'• O.D.I SCHEDULE- 41) PIPE THE VIRGINIA UNIFORM 5TATEWICE BUILDING CODE. EXPANSION JOWL PICKETS IV." MIN. NPS 51,05" O.D.D SCHEINJILE 40 PIPE' II• THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR MIN.50LID STEEL SMOOTH RCUND ROM G.ROUHUIHG PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT - HR -1 TYPE III BICYCLE RAILING FOR VEHipJLAR PROTECTION STA14DARO GUARDRAIL SHOULD TOR USE ALOHIG SEARED USE PATHS) BE USED. SPLOFICATICNN - A COPY OF THEORIGINALSEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE, '1'A„ D= REFLRENCE. STANDARD H)ANDRA+IL 11. ROAD AND BRIDGE STANDARDS 705 METHOD OF 1 OC ATINI(G A}�y,.IlD ERECTING REVISION DATE SHEET I OF 1 .238 METHOD v L s�+v t V 1`17v �. 304, VIRGINIA DEPARTMENT OF 'TRANSPORTATION - - 7l11 - $01.05 IS•1 ' I" ll OF N fSHAPE IPF SHAPE TOCgMT OF PIPPEE I „ i I L I I l'. .5s SLO 4 RH TO INVERT SECTION ,A4 -A PTRAINSIAM TERs •• METHIOD OF TREATMENT IN DROP INLETS ]DIFFERENT SRES OF' - PIPES ARE ENNCOLINTERED. - - SHAPING Or MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 11 THIS DRAWING 19 TO APPLY TO THOSE STRUCTURES SPECIFIED_ ON PLANS OR WHERE INVERT OF PIPE. IS ABOVE NMT OF STRUCTURE. : _ _ .SLOPE. TO DRAIN - TD AVERT OF OUTLET PGE MAAMIULE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED fJ N ACCORDANCE WITH APPLICABLE STMOARD OR SPECIAL DRAWING. f - THE INVERT SHAPING AS DETALED HEREOM IS TO CONSIST OF A D PORTLI CEMENT COPICRETE MIX 001HPORMING TO CLASS A3 OR CLASS C"UEXCEPT TENT 2U OF COARSE AGGREGATE MAY HE : UP TO 4" IN DIAMETER AND COiNSSIST OF STONE, BROKEN BRICK. ORMN GONCRETE - 1 I 1 + ;• � - - ♦ ,: - OR BROKEN 4ONGIRETE BLOCK; THE SURFACE F SHAD, BET LE SMOOTHBYMENS OF HAMA TROWELLING. NOW I I I. ' OF TIECOARSE AGGREGATE SHAT REMAIN rxpcsEO. .._;�.•_ DETAILS QF INVERT WADING AS SHOWN HEREON ARE POR.E)AMPI.E PURPOSES ONLY. EACH MANHOLE OR DROP INLET 19 TO BE SHAPED - - -- INIXVWANIY TO BEST FIT TH£ PAATIOLLAR FLET AA OUTLET C NFIGURATIDFI AND FLOW LINES, SECTION B-®: PLM METHOD OF TREATMENT IN MANHOLES X vmT STANDARD OF4 5HAPING �W�E R ID;RoS FMEppT_HOD MANHOLE Di INLET SHEET 1 DF 1 REVISION DATE INVERTS - VIRGINIA DEPARTMENT OF TRANSPORTATION - 302 : 101B.D5 - cVE3ANIC!ION JOINT 11_11 PLAN 11/4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5'0.C.; TVP err ;Dir err � �. �r Ari, _tri ' rr'' ori :Dir .. . - 'IE#�VGC\.NFAY►','+FaLI'S(i.... ... .. _ •. .c1'+K.�Yi'4'�1 0TH TROWELED EDGE; AL D BROOM FiNISH; TYP. rercrr-IJDICULAM TO DIRECTION OF TRAVEL 1/2" EXPANSION JOINT W/ 1/2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF6"X6°W1,4XW1.4W/2" MIN. COVER COMPACTED VDOT ##21A STONE BASE •_. 4e ul col ON •t.a _ �Ll CONCIR:IE SIDEWALK-BBROOM FINISH WITBJ TOOLED EDGES FLAK, SEC JL ION P-019 N.T.S. VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com T7r__'-':zk�lDxl'DxA CONCEPTS, PPC. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PT -I. �3�-531-360'0 II nikeHer@terraconceptspc.com Alan Franklin PE, LI Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com /57��LTH OF r� Alan G. Franklin Tic. No. 35326 '<LONAL SCS I'E ii ' D : SCALE ISI I ' : I O SHEETvvlwu.0 La B L PLANTING & MAINTENANCE M EASEMENT OVER LOTS TO BE PROVIDEDFO FERIMETE LANDSCAPING LOT 61 LIL - D + LOT 60 20' DRAINAGE EASEMENT, TYP. B D D I+ TALL SCREEN LOT 59 FENCE B L w -C I �B D ID+ I TMP 90-35V xB I WILSON TERMINAL CORP. D.B. 440 P. 195 D.B. 440 P. 198 PLAT Zoned: Ll Comp. Plan: Industrial Service Use Commercial +Dj PLANTING & MAINTENANCE EASEMENT OVER LOTS TO BE co PROVIDED FOR tt PERIMETER LANDSCAPING I+D co I', w -C I �B D ID+ I TMP 90-35V xB I WILSON TERMINAL CORP. D.B. 440 P. 195 D.B. 440 P. 198 PLAT Zoned: Ll Comp. Plan: Industrial Service Use Commercial +Dj co I +D 201 CSAI ASEM NT, y + co UGT-- UGT — UGT— UGT— UGT — UGT UGT UGT LIGT UGT UGT TMP 91-18 X-- WEN�ELL W. WOOD u P Zoned: RA mp. Plan: RA U 'e: Residential 01 10, 20' x 40' 80, i VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P - C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mke11er@terraconceptspc,com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �NvTx or, Alan G. Franklin hc. No. 36326 'G rq, J IfLONAL ISSUED - SCALE: REVISIONS: 12-07-15 P) = 20' I Ogg Of 10` 20' 40' 8 AVON •rte PHASE 1 fl 0 TIE TO ACSA WATERLINE 'rte RETAINING WALLS''— JANE T. PACE /TMP 90-33 +D L (2) - 6' MAX. HT i RETAINING WALLS 1 6" CURB +DI Co. L" +1 20' DRAINAGE EASEMENT, TYP, 20' ACSA EASEMENT, TYP. 6' MAX HT. RETAINING WALL ITMP 90-35—Zoned: Ll VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P.C. � 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH, 434-531-3600 mkeller@erraconceptspDc.com Alan Franklin PE, LLCM Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com LTH OF Alan G. Franklin Lic. No. 36326 W t�J,s1 O NAL 12 -07-15 P) = 20➢ Ali 0 1111`ii &Folillill q� ' IN M, _Ltul 0, 1 ! I i1c, I 181,11W �&tw NO 31110,1111] VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mke11er@1erraconceptspc,com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ��TH OF V/ Alan G. Franklin Uc. No. 35326 W �ss 10NAL ISSUED. 12-07-15 SCALE: REVISIONS. GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. r mm OPTION 2: DIAGONAL Word SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB -o 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). STAKING (FOR EVERGREENS 1) STAKE & GUY PEI; IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYINC THAN 3" TAPERING UP TO 1" AT TREE TREE. SET STAKES 1 COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. GUYING A MININUM C COMPACT EXCAVATED SOIL HEIGHT OF TREE AN[ TO FORM ROOTBALL PIT ON THE LOWEST BRANC "11- �. 12" 2.3" DOWNHILL SIDE OF FINISHED GRADE =ill=III_ PLANTING AREA EIIEEIli i-1 11=1 i L PLANTING SOIL MIX '11=ilhlllli .:.::_ : .•.;. AROUND EDGE REMOVE TQPi f OF B RLAP L�IIi"Ii1 1I ~, •.:, .'..:: ENTIRE AREA L IV B&LAP AND/ORAL aN-BIODEGRADABLE (VIII=11-11 ihlll mil ® TO BE PACKAGING AFTER FINAL =III=141=T :":'=' III=IIIE1(I=III- = MULCHED PLACEMENT OF ROOTBALL 11=(II III=I1 :;.:.:•,• :t:: iL=III-III-III=ill=111=1 =III -I 11•ml 11 • � III -1 I 1®I 111 -III-_ I I - I 1 I• ®I 11=1 I I=i i i� ? �I �:- I 11-1! I -11_1----i11=1 I I>=�'' EIJI: I=144 -PI - I I=IIB- l ff SCARIFY BASE OF PIT. BREAK=III®III =(11111 11�:I�I IIImIII--IIIA Ill=ill=Ill -=i 11=(I ISI I f�i 11=1 11=1 I i=1 I i=1 I I 1 E I 1 I I I I i�l I I=I I -I (I=111=1 i IA I I I ml I I -IIIA THROUGH AND LOOSEN ALL +iI 141 111=1f'-"�'il=ill=lil=1111fiili=11f=111-_ HARDPAN (REMOVE AS - _ -it=lig-a a��®�� NECESSARY) TO FACILITATE RETURN EXCAVATED SOIL MPACT PROPER DRAINAGE ON A SLOPE LIGNEEDED TLY TO BRING PIT BACK TO FINISHED GRADE. ROOTBALL PITS PREVENT TREE FROM SETTLING IN FUTURE a N1�'{oil . '� 10609631 ml t���. VVLI IVhI LL., JVIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING, 2. GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS 19 STAKES ON "HIGH" - SIDE OF TREE ONLY. FINISHED GRADE -J -,{4EE11_tE' 1{I_ REFER TO TREE A ROOTBALL PIT DETAIL 19 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA NkIf musimmossiffmommom J1ili\ ► M MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE L__ _ MULCHED SECTION A9 ���T��N L-001 1SECTION N.T.S. PLAN L-002 N.T.S. L7 SECTION PLAN L-003 N.T.S. a ■ PLANTING SOIL MIX • 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2-3"; a D TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH ° ° FINISHED GRADE -1'liln�rl'41 I 111=Iii=(II_- 1 -E Ell �i i �-Ti -tie_ .. t i*✓� �i �/, ��' , �. CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE A n11 7� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. MULCH FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE L PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB RUB P1LANTING (SINGLE & DOUBLE ROWS) SECTION, PLAN L-004 ivN.T.S. a ■ PLANTING SOIL MIX • (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. ■ GROUND COVER s (AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. MULCH FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE L PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB RUB P1LANTING (SINGLE & DOUBLE ROWS) ` //\\/,,��i/\\//f,',\%/'''',`/\''=j\�/°e\/\`'/ .,moi\\/\'�/`\�/\%';`/\�/ r I_ .11 I- III; ► I 1-I i 1=I 11= I 11=1 I I. `.f 11=11 I I I 1-1 i I -I l I -I 11-1 I El I I -I I I l 11-- ISI i !® I , [- r -; EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD-PAN"'� CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA DETAIL L-014 N.T.S. NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 1i�2 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF 12 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE 2 TREES ARE _ PLANTED O W FINISHED = GRADE `t RNif i�i�a?i,%1 1Pir1 til u�1'ii`'lislr HEI I I- -I 11-( I I --I I I_I 11 1 I -III --I 11-I I I -I tiI =ill=ii%I U-1III=f 111 111 ilf =IT ...._ 11=11 I• --I I 1=1! 1=1 . REFER TO ml11=111--_ � 1:111-I11�111=111- -11( 1 1 1=11 [ ®1 i Isl 11-I 1(III-111 a •I ((. ®1 11-1 I I= I I ROOTBALL DETAIL.; "--=II1=1I11=1IIEIII-1 ElIElII---III.-11[-1I(- TYP. "-' 1 I --'III =1 111! 1= I i 1-1! 1-i i 1-1 I i 1 I ® u n a sii-aTi d a o r NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) - TYP. EXISTING GRASS TO REMAIN SECTION, PLAN L-004 ivN.T.S. N.T.S. ■ PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. GROUND COVER 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. (AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED, INSTALL MULCH LAYER (AS SPECIFIED) PLANTS &MULCH. WATER THOROUGHLY. 2411 I USE EXCAVATED SOIL TO 01 (UNLESS OTHERWISE FINISHED EDGE NOTED) ' =1111=1111= dill==111 TRENCH EDGE DOWNHILL SIDE. (TYP.) _ t.. Nts ` //\\/,,��i/\\//f,',\%/'''',`/\''=j\�/°e\/\`'/ .,moi\\/\'�/`\�/\%';`/\�/ r I_ .11 I- III; ► I 1-I i 1=I 11= I 11=1 I I. `.f 11=11 I I I 1-1 i I -I l I -I 11-1 I El I I -I I I l 11-- ISI i !® I , [- r -; EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD-PAN"'� CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA DETAIL L-014 N.T.S. NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 1i�2 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF 12 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE 2 TREES ARE _ PLANTED O W FINISHED = GRADE `t RNif i�i�a?i,%1 1Pir1 til u�1'ii`'lislr HEI I I- -I 11-( I I --I I I_I 11 1 I -III --I 11-I I I -I tiI =ill=ii%I U-1III=f 111 111 ilf =IT ...._ 11=11 I• --I I 1=1! 1=1 . REFER TO ml11=111--_ � 1:111-I11�111=111- -11( 1 1 1=11 [ ®1 i Isl 11-I 1(III-111 a •I ((. ®1 11-1 I I= I I ROOTBALL DETAIL.; "--=II1=1I11=1IIEIII-1 ElIElII---III.-11[-1I(- TYP. "-' 1 I --'III =1 111! 1= I i 1-1! 1-i i 1-1 I i 1 I ® u n a sii-aTi d a o r NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) - TYP. EXISTING GRASS TO REMAIN STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) 1___1. m c~\ STAKE GALV. WIRE HOSE 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. FINISHED-' !III II!"Illi GRADE IM 1i=311=i ':ELI m 111 TREE (AS SPECIFIED ON DWGS.) I:ZtI�I.:- � ► c 4", TYP. STAKING ENLARGEMENT 450 DABS PLANTING & STAKING IN EXISTING (*'F� VEGETATED AND MULCHED PLANTING AREAS 19 SECTION L=006 N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". ROW PERENNIALS / SHRUBS (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR TRENCH 12" DRAINAGE "I I EDGE (TYP.) FINISHED c� GRADE :::.:..... -... cy) _=1111= 1111-1111 ` 3! .. ` :.; . \ \ .. \, \/ -1111= Jill /\\//\//\//\////\/ PERENNIAL \///l//////\\/\\//\\//\\//\\//\\l\\%i\\/\\/\\/\\ \\ \\ \\ SOIL MIX= _ =1111=1111=1111=1111=1111=1111= 1111=1111= (AS SPECIFIED) III=1111=1111=1111=1111=1111=' =1111=1111=1111=1111=11111=1111=1111 1111=1111=1111=11 '11-IIu=_1111=1111=1111=1111=1111=III' =1111- -1111=1111=1111=1111=1111=1111=1111=IIII=11n=" 1=1111=1111=1111=1111=1111=1111= 111=111 .=1111=1111=1111=11111=1111=1111=Ilii= ' CULTIVATE SOIL WITH ROTOTILLER BREAK: THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REM(OVE AS NECESSARY TO PROVIDE GOOD (PERCOLATION & POSITIVE DRAINAGE, UNDISTURBED SUBGRADE Kk'�� MASS PERENNIAL BED PLANTING DETAIL L-008 N.T.S. TYPICAL STAKING: -I(i �i1111_111i 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE w -lil- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO --J GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF .Y2 TREE HEIGHT ROOTBALL DETAIL 19 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) wk -STAKE '--GALV. WIRE �-HOSE STAKING ENLARGEMENT G MASS PLANTING AND STAKING ON SLOPE 19 % SECTION NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 19 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL P!T DETAIL 19 SECTION IIS •1•I''I`:f: ''I,.�\V�l•I. ILCH LAYER LTIVATED SOIL SECTION, PLAN L-004 N.T.S. ■ TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING f`. STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) 1___1. m c~\ STAKE GALV. WIRE HOSE 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. FINISHED-' !III II!"Illi GRADE IM 1i=311=i ':ELI m 111 TREE (AS SPECIFIED ON DWGS.) I:ZtI�I.:- � ► c 4", TYP. STAKING ENLARGEMENT 450 DABS PLANTING & STAKING IN EXISTING (*'F� VEGETATED AND MULCHED PLANTING AREAS 19 SECTION L=006 N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". ROW PERENNIALS / SHRUBS (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR TRENCH 12" DRAINAGE "I I EDGE (TYP.) FINISHED c� GRADE :::.:..... -... cy) _=1111= 1111-1111 ` 3! .. ` :.; . \ \ .. \, \/ -1111= Jill /\\//\//\//\////\/ PERENNIAL \///l//////\\/\\//\\//\\//\\//\\l\\%i\\/\\/\\/\\ \\ \\ \\ SOIL MIX= _ =1111=1111=1111=1111=1111=1111= 1111=1111= (AS SPECIFIED) III=1111=1111=1111=1111=1111=' =1111=1111=1111=1111=11111=1111=1111 1111=1111=1111=11 '11-IIu=_1111=1111=1111=1111=1111=III' =1111- -1111=1111=1111=1111=1111=1111=1111=IIII=11n=" 1=1111=1111=1111=1111=1111=1111= 111=111 .=1111=1111=1111=11111=1111=1111=Ilii= ' CULTIVATE SOIL WITH ROTOTILLER BREAK: THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REM(OVE AS NECESSARY TO PROVIDE GOOD (PERCOLATION & POSITIVE DRAINAGE, UNDISTURBED SUBGRADE Kk'�� MASS PERENNIAL BED PLANTING DETAIL L-008 N.T.S. TYPICAL STAKING: -I(i �i1111_111i 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE w -lil- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO --J GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF .Y2 TREE HEIGHT ROOTBALL DETAIL 19 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) wk -STAKE '--GALV. WIRE �-HOSE STAKING ENLARGEMENT G MASS PLANTING AND STAKING ON SLOPE 19 % SECTION NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 19 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL P!T DETAIL 19 SECTION IIS •1•I''I`:f: ''I,.�\V�l•I. ILCH LAYER LTIVATED SOIL L-007 19 DETAIL L-011 N.T.S. N.T.S. VITO CETTA, AIA Planner and Developer 434-531-2192 vltOCetta@me.00111 CONCEPTS, P.C. 2046 ROCK QUARRY .ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terracomceptspe.coma Alan Franklin PE, LL Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o� NLTH 0 Alan G. Franklin hc. No. 35326 W 1PITZO NAL ISSUED: AS SRN SCALE: REVISIONS: 5WE SECTION, PLAN L-004 N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. I USE EXCAVATED SOIL TO 1111-1111= FORM ROOTBALL PIT ON ' =1111=1111= dill==111 .:• .,��• . DOWNHILL SIDE. _ SHRUB PLANTING ON SLOPE 1111=III II- 1111-1111_Iln= Jill _I11 llt=_i111=1111=1111=1111=1111=.`; _ f, > (SET PLANTS PLUMB) 1114_1111=1113=1411=1111=14 , MULCH LAYER (AS SPECIFIED) -1111-IIII_illl-1111-_1111 =1111=1111- - 1111= PLANTING SOIL MIX I=1111=1111=1111=1111= =,4Y: '' 24" `'.,:., (AS SPECIFIED) 11=1111 =1111=1111=1111-1111 :` "II=1111=1111=1111=1111= - TRENCH '" 1111-1111=1111=1111 _ _ 11= EDGE =III' =1111=1111=1111=11 -, (TYP) ADD EXCAVATED SOIL TO BRING TOP •'- � �`' 1{11=1111=IIII�1111 '`' OF ROOTBALL TO FINISHED GRADE. - 4 MIN. TAMP LIGHTLY PRIOR TO SETTING SHRUB TO PREVENT SETTLING. i=1111- =1111=III 11=1 11- =1111=1111= -_ „ ''II=1111= SET TOP OF ROOTBALL - ''=1111=1111=1111= --1111-1111- LEVEL WITH FINISHED GRADE. MI AHI SHRUB PLANTING ON SLOPE DETAIL L-010 N.T.S. TRENCH EDGE (TYP) 1" X 4" GALW. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC (COATED FENCE (2 1/2' ABOVE); ROW SPACING TENSION FENCE BETWEEN POST PRIOR 2' MAX. TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1� LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO 1111=1111= '=1111=1111= ;;•: FORM ROOTBALL PIT ON DOWNHILL SIDE. 1111=III. _ JUNIPER PLANTING ON SLOPE 1111=I1u=u1I=1111-1111 � �~ SET PLANTS PLUMB ( ) III=1111=1111=1111=1111= 111=_``:,;; 1111=1111=1111=1111=1111=11 =:;:' -�' MULCH LAYER (AS SPECIFIED) -1111=1111=1111=1111=1111= - 30" PLANTING SOIL MIX �=1111=1111=1111=1111= (AS SPECIFIED) '11=1111=1111=1111=1111=1111 :'>.:., -''; '11=1111=Illi=Illi=1111= - TRENCH nil-11i1=1111=III' II_ EDGE -111' =1111:=1111=1111=11 ;: (TYP) ADD EXCAVATED SOIL TO BRING TOP =111I111111111-=1111-=1111 OF ROOTBALL TO FINISHED GRADE. 4" (MIN. TAMP LIGHTLY PRIOR TO SETTING -III - _ 11=1111 SHRUB TO PREVENT SETTLING. ,i °1111=III =1111=1111_ _ SET 'III=1111_ TOP OF ROOTBALL '' =1111=1111=1111= `�Iil=11i1- LEVEL WITH FINISHE=D GRADE. 3 1/2" MIN. I SHRUB RUB (JUNIPER) PLANTING ON SLOPE L-007 19 DETAIL L-011 N.T.S. N.T.S. VITO CETTA, AIA Planner and Developer 434-531-2192 vltOCetta@me.00111 CONCEPTS, P.C. 2046 ROCK QUARRY .ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terracomceptspe.coma Alan Franklin PE, LL Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o� NLTH 0 Alan G. Franklin hc. No. 35326 W 1PITZO NAL ISSUED: AS SRN SCALE: REVISIONS: 5WE VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkelleT@terraconcepLspe.com ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com CAlauni ���� ��rklin6 Wk4 ISSUED: 12-07-15 SCALE: X99 = 209 REVISIONS: mmmmmmj VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TEIJDLNIID%A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkefler@teTraconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com TH OF P" el Alan G. Franklin Lic. No. 35326 J, ONAL ISSUED: 12-07-15 SCALE. 199 = 20' REVISIONS: aw9mm MATCHLINE - SEE SHEET 19 FOR CONTINUATION VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com T ­AID'A r7r,lxxx CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconceptspe.com Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com of@I,TH OF V Alan G. Franklin Lic. No. 35326 J, s I ONA L ISSUED: 12-07-15 SCALE: F) ® 20' REVISIONS: UNKNOWN TMP 91®16A 50� WrN R D B. 317 P. 552, 554 PLAT WALLACER HUGHES AND VD B . 25VAIGRESSIEGRESS ESMT IDA M. HUGHES TMP 91-16B D. B. 317 P. 552, 554 PLAT 321 250 D. B. 396 P. 116 D.B. 317 P. IN PL, T 552, 554 PLA T 01 10, 01 40' 80, ALFRED L. AND JOYCE W. BERRY 25VAIGRESSIE GRESS ESVI T Z D. B. 402 P. 389 C.B. 321 P. 250 PLAT GW c RIM 499.00 INV. IN 490.83 GW INV. OUT 490.63 w - Z 50'OUTLOT I- — ..... — LN \1 P: V'" NV. 0 Z UIQ s s 6 LF OF 11 ss OHE OHT-6�1 TV 8" PVC S...S.'OFF-SITE' PVC Osi 0 LL UP U 01 -IE OHT 01 TV OHE --VuRil 77---D 0 P IGW --2 RIM w _ - _ Q x co HTAW�Z �9INV. IN 488.47 1 VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com T 7T-1 IHN�D�D JJI JL\JL\A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA 'VIRGINIA 23093 PH, 434-531-3600 nikeller@terraconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com MOUNTAINS MANAGEMENTC0. LLC D.B. 3480 P. 68 D.B. 2940 P. 532-533PLATD.B. 1080 P. 173 PLA T 1=x1. U Tiij -1 x ILL 120 �F OF 8" PV-pVC c S.S.,OFIF- I'TPIM"498.43 SMH INV. 48737 -jNV. GJJT 48-71 7 - --- - ---- - )10 488'' 0 "62 1� .6\11 W�T&jj R\jjjj'j oil W\)I V s s s s s s s s s s s s s ------ s s s s s s s --s 20'SANITARY SEWER EASEMENTD.B. 2940 R 532 Mf IBM 10 1OF-111) [oil a I mem I \\10 1 m I rsvyl 106amm � I R\T, m, A I m I Imm I 01 10, 20 40' 80, O� 'N VTH OF, C05 �Z 9 �d Lc. No. 35326 r-4 ti LONAL ISSUED - SCALE: REVISIONS: 12-07-15 11 99 = 20' APPROX. LCCA TION 15' MEPCO EASEMENTD.B. TMP 9f -16A I TMP 3479 P 336 91-16A2 ALBEMARLE CARTEIR MOUNTAINS MANACYEMENT CO., LLC D.B. 3480 P. 31,44 TEL PED PLAT Z" Mf IBM 10 1OF-111) [oil a I mem I \\10 1 m I rsvyl 106amm � I R\T, m, A I m I Imm I 01 10, 20 40' 80, O� 'N VTH OF, C05 �Z 9 �d Lc. No. 35326 r-4 ti LONAL ISSUED - SCALE: REVISIONS: 12-07-15 11 99 = 20' FOR ALL BENDS r -- - -- MIN A r X45 IN T SECTION 1-1 45° Ell w/111 FOR TEE OR WYE FITTINGS WIDEN TRENCH ,.. ACCOMMODATE < ANCHOR IF REQUIRED. BEDDING AS REQUIRED FIG. W-3 TD -14 450 MAX SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS I VOL. SIZE OF (FEET) I CU.YD. (FEET) I CUND. BEND - L; H T i L W...V H T _ .............. _.__ .. - _....�....._ _..---- _.11__..11..-._ _ -.. -- . ._ . - 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 3 2.60 1 0.15 I 2.00 ; 2.25 2,50 0.15 I 221/2 1.50 2.00 2.52 0.10 i I 111/4 1.50 2.00 _11.11..1111 .11..11 1111_ 1111__.1111__..1111 2.50 0.10 11.....11.._ _.-.I -- --_ _ 90 3.66 3.16 3.21 0.48 .............._...._ 8„ 45 1 2.66 2.66 ( 2.77 0.26 221/2 1 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 1 0.13 90 3 3 3.42 ' 0.83 10 & 12 3.33 3.58 ; 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 I 2.86 0.24 111/4- 1.83 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED 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 FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. A CONCRETE THH UST EEOC S 22) SECTION GOOD FOUNDATION MATERIAL * STABLE SOIL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL * 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 UNSTABLE8" $" SOIL MI MY 'STABLE SOIL OR R( INITIAL BACKFILL. #68 STONE G� UNDER -CUT CONDITION DDING ATONE NOTE: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6"' LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWVED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. TONE STABLE SOIL OR ROCK U-002 N.T.S. FIG. W-2 TD -13 FIG. W-5 TD -17 TD -18 NOTE: HYDRANT MUST BE FIG. W-4 KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- NOTES: MUELLER CENTURION (A-423) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP OR APPROVED EQUAL THE LOCAL STANDARD. FREE OF CONCRETE. PLACE 5' GALV. " WITNESS" POST PAINTED j` LENGTH OF BRANCH VARIES I 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE t" BLUE TO INDICATE VALVE LOCATION AS f 6 MIN I 2' To 10' FIRE HYDRANT INCLUDING DITCHES ) DIRECTED, MARKER LOCATION MAY BE SUBJECT (270°) O /i 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE TO HIGHWAY DEPARTMENT APPROVAL. HYDRANT AND VALVE BOX. 7 CU. FT. = 18" VALVE BOX GRAVEL 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOTALLOWED IN THE FINISHED GRADE "�'-� � ���� I- ~�=-- DITCH. 36"MIN 6" GATE I 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS t/'; 9 VALVE WHERE WEEP HOLES ARE ABOVE THE PREVAILING �..- U. *ix� `. A 8 X 6 GROUNDWATER ELEVATION. IF 4 F 9 r. TEE BE IN WET AREAS, THE WEEP HOLES I QUED SHAL SHALL PLUGGED AND THE HYDRANT SHALL BE 1 2500 P.S.I. CONCRETE 1 O BASE AND THRUST PUMPED DRY. � ')'� r^, � `�.=�� BLOCK AGAINST r ADJUSTABLE VALVE BOX W/ LID UNDISTURBED STABLE I I BIINGHAM & TAYLOR FIG. NO. 4905 SOIL. STEEL PILE I U (SCREW TYPE) OR APPROVED EQUAL u 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING Z CV CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT co TYPICAL EI7E HYD7ANT ASSEI\V� DLY <I WATER M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA THRUST BLOCK <I < NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIIX (6) INCHES ABOVE GRADE. B TYPICAL GATE VALVE 22 DETAIL FIG. W-7 TD -20 141 2°' COVER LIFT NOTCH 12 1/2" � 12 3/8" U-004- N.T.S. -®04N.T.S. 18" METER BOX CASIT IRON LID NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM 2. AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OF BRIICK AND/OR BLOCK TO INCREASE DEPTH TO 24" 1$" 2 FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 6" EXTENSION 3" 6" BROOKS 2200 SERIES PIPE SLOT (2 PLACES) TYPICAL METER ]BOXES (5/8" e 1" METERS) ?2�.)DETAIL U-003�� DETAIL U-018 N.T.S. N.T.S. FIG. W -7B TD -22 60" 36" q z d 17.5" 60 Ilk z il WINGNUT LOCKING ASSEMBLY CV rl 4 '- BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE'VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF M)ASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 1b�I"I-�\1.A1IMl I'";\.�\l I. 1E" 1 3 7 CERTIFICATION OF 95% COMPACTION REQUIRED GALVANIZED STEEL E W12 X 14 (MIN. SIZE & MIN. PENETRATION INTO Ufa SOIL, OR AS APPROVED BY TH SERVICE AUTHORITY. SIDEE VIEW ji 4' MINIMUM M II I � 1"1IM I �rI l''� l:>I I. 1 11 1..�\1"I:.� ❑ 0 1" TYPE "K" SOFT COPPER 1"x1"x1" TEE ❑ 0 NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER ❑ (D FIG. W-6 TD -19 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON LID FINISHED GRADE C'11m ilhll I€I I I lli I I 1= l 10"-15 BROOKS 2200 SERIES BOX WITH 1/4 BEND COUPLING (IF REQUIRED) LOCKWING EXTENSION OR APPROVED EQUAL IN MUELLER N0. H-15069 (1") BALL VALVE UNPAVED AREAS NO. H-15068 (11/2", 2" (INLET & It' -1 I FORD NO. L02-44 (1") OUTLET) 1111; NO. L02-66 (11/2") z I ; COPPERSETTER (PLACED ON STONE) N0. L02-77 (21) I {_ I 1 McDONALD 20-209 WWDD 33 OR OR APPROVED EQUAL^I I APPROVED EQUAL m I SAI_ METER 4" STONE BEDDING BRICK AS CORPORATION STOP (1", 11/2", 2") NECESSARY MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL E TYPICAL SERVICE LATERAL INSTALLATION 22 SECTION UT N.T.S. 51Lt bVi(AINUM P VALVE THE SAID WATER MAIN WATER I VARIFS M.J. PLUG RVV NKLYG TO TEE (COAT RODS WITH BITUMINOUS PAINT) DN -LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE BOX11E, 9 j- NO. 57 STONE M.J. FITTING i'IL,1� 13 a 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS ay°u, Tiw VARIES VARIES 2" GALV. OR BRASS PIPE 5° 2" THREADED TAP PLUG DEAD END (TYPE "A1l) 22 DETAIL 22DETAIL N- 2� DETAIL N.T.S. 22 j TYPICAL FIG. W-8 TD -16 U-014 N.T.S. VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com TEXIDX 11 DLXA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconcepts2c.com Alan Franklin PE, LLU Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com NVTH OF V� fir` Alan G. Franklin hc. No, 35326 W O W.. ti I�IPLONAL ISSUED: 12-07-15 SCALE: AS SHOWN 12EVISdON FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. 112" MIN. 16" MAX 511-4'-0" STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 3'-0" MIN. VARIES a-- H 12" L L j. �-,}-.{rte-•}�. _ ? "���--. ?-C }w MIN. 6" BEDDING W/ NO. 68 STONE NOTES: 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. l� Ilt .1\ 01 [41 SECTION SLOPED AREA 0 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA 2'-0" "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED F.!")UAL CAST IN PLACE a. PRECAST REINFORCED CONCRETE SECTIONS ' WITH "0" RING SEALS OR APPROVED EQUAL G J O THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. o s "r. 5" MINIMUM ELEVATION DIFFERENCE w 12"MIN 12"MIN ACROSS M.H. FROM INLET TO OUTLET o SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH _ TRANSITION OF FLOW BETWEEN INLET b a. & OULET PIPE SHALL BE PROVIDED. ., �` ci ) 'g`7 9y ` ` 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHEIR MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BIE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FORT ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. FIG. S -1-A TD -1 U-005 N.T.S. �ECT�®1�! TJ-Ol(D N.T.S. 12 FIG. S -1-B TD -2 ;ONC. BASE 1 SLOPED TO FLOW 4EL 1/4": 1' MIN ►wo BRANCH . NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECTION I CONNECTION °' BOOT" WITH STAINLESS STEEL ''I INSTALLED BAND OUTLET 13TYPa MANHOLE P1I.d�AN SHOWING BRANCH TIE-IN 23 DETAIL e PLAN VIEW U-006 N.T.S. 23f% SECTION U-016 N.T.S. FIG. S-4 TD -8 PROFILE SPACING SPACING — SPACING m -- o Z D.I. PIPE N o ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH MANHOLE. a a. S�OOE o DITCH _ 6" MIN. LINE 24" VARIES D.I. PIPE 6" GRADE SPACING ----- '. 20% TO 35% NOT OVER 36' 2500 PSI CONCRETE A _ 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PLAN TYPICAL ANCHOR �NCHORDETAIL FOR (�G SEWERS ON GRADES OF®®AND GREATER 21 23 / P]LAN, PROFILE N.T.S. FIG. S-2 TD -6 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 AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. D❑ 2' MIN SALT —/ TREATED 2x4 FINISHED GROUND MARKER R I I PLUG END OF MAIN LINE SERVICE LATERAL 45° SECTION I IN LINE WYE -TEE PLAN R VARIES DETAIL U-011 N.T.S. .S. EXISTING MECHANICALEXISTING j GRADE 1'-0" PIPE JOINT �� GRADE MECHANICAL PIPE JOINT 2" CL. 81' GRIFFIN 20' 2" CL. LONG SPAN D.I.P. e 2 31� A t. n wn L 1, `. II 21— 0II G PIER SPACING APPROX. 17'0.C. 1HI S.S. AERIAL CROSSING o PIER/ANCHOR SPACING �.23_.) DETAIL .T. N.T.S.S. O East Jordan Iron Works 00104316 D 27 1/2" DIA [699mm] 26 1/4" DIA [667mm] 24" DIA I [606mm] _ 28 7/16" DIA [722mm] 36" DIA [914m m] FRAME SECTION (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" 11/2" [38mm] 2" (51mm) LETTERS (RECESSED FLUSH) (2) CLOSED PICKHOLES 11/2" [38mm] (2) CORED PICKBARS 11/8" (29mm) DIA BOSS 7" [178mm] 26" 11/2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" NEOPRENE GASKET [79mm] { /// a , 5/8'• [16mm] 23" [584mm] 25" [635mm] O.D. OF GASKET GROOVE SECTION 23 ) DETAIL STAINLESS STEEL STANCHION SADDLE SPECIFICATION FIG S -ID TD -25 U-007 N.T.S. MANUFACTURER: FM STAINLESS, LLC - (705) 536-1881 ITEM #: 59C-8 MATERIAL: 304/316 STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE. S.S. AERIAL CROSSING - STANSION SADDLE DETAIL D-003 N.T.S. VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PEI. 434-531-3600 rnkeller@terraconceptspc.COM Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com TH OF v � Alan G. Franklin 94 hc. No. 35326 �s I SNA L ISSUED: Il2-0745 SCALE: AS SHOWN R]EVdSd01>1 NOTES: 1.OPEN CUTS IN PAVED AREAS `-' WITHIN EXISTING VDOT RIGHT- SHALL BE BACKFILLED REMAINING REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. ". NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE y DIMENSION BOTTOM OF THE TRENCH SHALL 24"MIN BE SCRAPED AND COMPACTED, INTIAL BACKFILL* AND ALL STONES REMOVED OR EMBEDMENT 8"MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE * THOROUGHLY COMPACTED SHALL BE PROVIDED. SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE 3.WHERE ROCK IS ENCOUNTERED 01 HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE — — — MINIMUM 6" BEDDING OF N0. 58 BEDDING 6" MAX S TONE. - 4" MIN FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE :. , „(ALL PIPE) TYPICAL SEWER PIPE INSTALLATION IN TRENCH 23f% SECTION U-016 N.T.S. FIG. S-4 TD -8 PROFILE SPACING SPACING — SPACING m -- o Z D.I. PIPE N o ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH MANHOLE. a a. S�OOE o DITCH _ 6" MIN. LINE 24" VARIES D.I. PIPE 6" GRADE SPACING ----- '. 20% TO 35% NOT OVER 36' 2500 PSI CONCRETE A _ 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PLAN TYPICAL ANCHOR �NCHORDETAIL FOR (�G SEWERS ON GRADES OF®®AND GREATER 21 23 / P]LAN, PROFILE N.T.S. FIG. S-2 TD -6 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 AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. D❑ 2' MIN SALT —/ TREATED 2x4 FINISHED GROUND MARKER R I I PLUG END OF MAIN LINE SERVICE LATERAL 45° SECTION I IN LINE WYE -TEE PLAN R VARIES DETAIL U-011 N.T.S. .S. EXISTING MECHANICALEXISTING j GRADE 1'-0" PIPE JOINT �� GRADE MECHANICAL PIPE JOINT 2" CL. 81' GRIFFIN 20' 2" CL. LONG SPAN D.I.P. e 2 31� A t. n wn L 1, `. II 21— 0II G PIER SPACING APPROX. 17'0.C. 1HI S.S. AERIAL CROSSING o PIER/ANCHOR SPACING �.23_.) DETAIL .T. N.T.S.S. O East Jordan Iron Works 00104316 D 27 1/2" DIA [699mm] 26 1/4" DIA [667mm] 24" DIA I [606mm] _ 28 7/16" DIA [722mm] 36" DIA [914m m] FRAME SECTION (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" 11/2" [38mm] 2" (51mm) LETTERS (RECESSED FLUSH) (2) CLOSED PICKHOLES 11/2" [38mm] (2) CORED PICKBARS 11/8" (29mm) DIA BOSS 7" [178mm] 26" 11/2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" NEOPRENE GASKET [79mm] { /// a , 5/8'• [16mm] 23" [584mm] 25" [635mm] O.D. OF GASKET GROOVE SECTION 23 ) DETAIL STAINLESS STEEL STANCHION SADDLE SPECIFICATION FIG S -ID TD -25 U-007 N.T.S. MANUFACTURER: FM STAINLESS, LLC - (705) 536-1881 ITEM #: 59C-8 MATERIAL: 304/316 STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE. S.S. AERIAL CROSSING - STANSION SADDLE DETAIL D-003 N.T.S. VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PEI. 434-531-3600 rnkeller@terraconceptspc.COM Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com TH OF v � Alan G. Franklin 94 hc. No. 35326 �s I SNA L ISSUED: Il2-0745 SCALE: AS SHOWN R]EVdSd01>1