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HomeMy WebLinkAboutARB201500148 Plan - Other (not approved) 2016-01-21 (3)1 x i. . .1. �D7T----' -'A VI'Df-'INIA A jD MAIIDX COUNTY, xxk..x N0V7F-`d"M'J0DEj11LDX 30, 2015 VICINITY MAP: SCALE: I" = 500' jr SHEET INDEX. SHEET 2 NOTES SHEET 3 EXISTING CONDITIONS SHEET 4 REZONING APPLICATION /BLOCK PLAN SHEET 5 SITE LAYOUT PLAN SHEET 6 SITE LAYOUT PLAN SHEET 7 ROUTE 20 IMPROVEMENTS LAYOUT PLAN SHEET 8 TYPICAL ROAD SECTIONS SHEET 9 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 SHEET 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 ..,FE1Tx3�xD%A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkener@terraconceptspc.com ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com o � � DID P4 z 44 P4 PH Pq z b p,LTH or' r an G. Franklin Lic. No. 35326 r�=x % 50 ti sI 0NA L ISSUED: SCALE: REVISIONS: 1 I _!_ I 12 -07 -15 36 � 111 G E1�TE�AE NOTES: PROFFERS: �PRO�ECT DATA: 0J/ 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 OR RENTAL DEVELOPER: DRIVE, CHARLOTTESVILLE, VA 22901 CETTA, 12, Ocetta@ UNITS). THE COMMUNITY COULD HAVE AS FEW AS 80 UNITS AND AS MANY AS 100 DWELLING UNITS. THE OWNER SHALL (T) 4 ac. (T) 434 - 531 -2192, vitocetta @mac.com 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 o PROVIDE 15 /o OF THE DWELLING UNITS CONSTRUCTED AS "AFFORDABLE HOUSING UNITS" WITHIN THE PROJECT IN THE FORM 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: SPRING HILL VILLAGE HOLDINGS, LLC AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND WORK. 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VA 22901 IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED THE ALBEMARLE COUNTY AFFORDABLE HOUSING POLICY DEFINES AFFORDABLE HOUSING AS THE FOLLOWING: AFFORDABLE 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 #: 90 -28 WITH SPECIFIED IMPROVEMENTS. 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 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 (PITI). HOUSING COSTS FOR TENANTS SHALL BE TENANT -PAID RENT AND TENANT -PAID UTILITIES PROPERTY ADDRESS: 1776 SCOTTSVILLE ROAD ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT WITH MAXIMUM ALLOWANCES FOR UTILITIES TO BE THOSE ADOPTED BY THE HOUSING OFFICE FOR THE HOUSING CHOICE BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER VOUCHER PROGRAM. PROPERTY SIZE: 12.991 ACRES (12.935 ACRES AFTER R.O.W DEDICATION ON ROUTE 20 &AVON ST.) NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES. CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. AFFORDABLE HOUSING IS DEFINED, FOR THE PURPOSE OF THIS POLICY, AS THOSE HOUSES AFFORDABLE TO THE FORTY PERCENT OF THE COUNTY POPULATION THAT HAVE HOUSEHOLD INCOMES AT OR BELOW 80% OF THE AREA MEDIAN INCOME. 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 SCHEDULE / ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL DESCRIPTION. HOUSING COSTS (RENT AND UTILITIES) FOR TENANTS WOULD BE $787 (50% MEDIAN INCOME). ZONING: SCOTTSVILLE BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 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 RENT OR MAGISTERIAL: NMD 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: URBAN DENSITY RESIDENTIAL 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 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 AFFORDABLE ON THE SITE PLANS OR PLATS. PERMITTED DENSITY: 7.7 DU /ACRE 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE ETC. PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH 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 DRINKING WATER MOORES CREEK WATERSHED: THE PROPER EXECUTION OF THESE PLANS. THE CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO EXCEED THE THEN - CURRENT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. 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 "NET WATER & SEWER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY (REQUIRES OFF -SITE SEWER EXTENSION) EXTENSION OF THE LINE. BE INCREASED UP TO THREE PERCENT (3 %). FOR PURPOSE OF THIS PROFFER STATEMENT, THE TERM RENT" 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH PROFFERS: SEE THIS SHEET REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. FOR -RENT AFFORDABLE HOUSING UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH SHALL APPLY FOR A PERIOD OF TEN (10) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY WAIVER / VARIANCE SEE ZMA201300017 FOR WAIVERS OBTAINED OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION THE COUNTY FOR EACH FOR -RENT AFFORDABLE HOUSING UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE REQUESTS: CHECKLIST. COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME "AFFORDABLE SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT NUM, DATED 3. ADDITIONAL 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "). SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEEYORYOR S, DATED 5/31/07 & 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 11/15/07. ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY OFFICE OF HOUSING, PROVIDE WRITTEN REPORTS DOCUMENTING RENTAL RATES AND OCCUPANCIES OF THE DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING AFFORDABLE UNITS. DATUM: USGS VERTICAL DATUM NAVD'88 ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE (B.) FOR SALE. ALL PURCHASERS OF FOR -SALE AFFOR ©ABLE HOUSING UNITS SHALL BE APPROVED BY THE BENCHMARK: SURVEY CONTROL POINT T -6, NAIL AND FLASHER; ELEVATION = 9.10 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 2 RIVANNA VILLAGE, LLC, 314 E. WATER STREET CHARLOTTESVILLE, VA 2 2902, 434 - 974 -7377 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 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 OWWNER THAT THE UNITS WILL BE AVAILABLE FOR SALE. 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 OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER DURING THIS PERIOD, THE 100 YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER 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 FEMA MAPS 51003CO295D, 02/04/2005 AND 51003CO325D, 02/04/2005 NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR 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 DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SALES PRICE FOR AFFORDABLE HOUSING UNITS (65% OF VHDA'S MAXIMUM SALES PRICE FOR FIRST -TIME HOMEBUYERS). 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. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF AREA STATISTICS: I LAND USE BREAKDOWN j SF AC COMMENCING GRADING OF THE SITE.. 3:1 OR BETTER ARE TO BE ACHIEVED. (C). CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE IMPERVIOUS AREA: 224,563 5.155 40% 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE HOUSING UNITS DURING THE AFFORDABLE TERM SHALL CONTAI N LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO T O NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY MS OF HIS PARAGRAPH 1. IN ADDITION ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT THE TER T ANON- IMPERVIOUS AREA: 338,890 I 7.780 1 60% REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AFFORDABLE HOUSING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND i I I E ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 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 )TOTAL SITE ACREAGE: ** i 5631453 12.935 100% PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE UNIT DURING THE AFFORDABLE TERM, "AFTER R.O.W. DEDICATION OWN ROUTE 20 AND AVON STREET 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM THE THEN - CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING THE CONVEYANCE AND PROVIDE THE NAME, 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. ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND D STATE THAT THE REQUIREMENTS OF THIS ASSISTING HIM /HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE PARAGRAPH 1C HAVE BEEN SATISFIED. SETBACKS: SEE LAYOUT PLAN SHEETS AND CODE OF DEVELOPMENT 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. CONSTRUCTION INDUSTRY (29 CFR PART 1926). 2. CASH PROFFERS FOR RESIDENTIAL UNITS. BEGINNING WITH THE THIRTEENTH RESIDENTIAL UNIT FOR WHICH A MAX. NUMBER OF EMPLOYEES: TBD 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 SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT CLASSIFIED AS AN AFFORDABLE HOUSING UNIT. THIS CASH CONTRIBUTION SHALL BE FOR THE PURPOSES OF AMENITY SPACE: SEE SHEET 4 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. OWNERS. 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 START OF CONSTRUCTION. THOUSAND FOUR HUNDRED SIXTY AND 57/100 DOLLARS ($20,460.57) CASH FOR EACH NEW SINGLE - FAMILY DETACHED 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. EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 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 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART 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 OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE IN ORDER TO BE CONSISTENT WITH CURRENT STATE LAW. MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 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 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 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE BOUNDARY LINE OR A NATURAL WATERCOURSE. THE MARSHALL AND SWIFT BUILDING COST INDEX ( "MSI "). IN NO, EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THIS PROFFER. THE ANNUAL ADJUSTMENT STRUCTURE. 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 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 CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 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 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 DECOMMISIONING AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 3 GRADING PLAN (HEREINAFTER TIRE N OVER-LOT T37D CT ®T]ES CONTROL BOND. REQUIREMENTS OFT IS PARAGRAPHS WITH ON FOR SUBDIVISION PHASE OF THE PROPERTY THEE CG -9(A, B OR C). PLAN SHALL SHOW EXISTING AND PROPOSED TOPOGRAPHIC FEATURES. THE PLAN SHALL BE APPROVED BY THE COUNTY 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT ENGINEER PRIOR TO APPROVAL OF AN EROSION AND SEDIMEN -T CONTROL PLAN. NO BUILDING PERMIT SHALL BE ISSUED FOR ANY DWELLING ON A LOT WHERE THE COUNTY ENGINEER HAS DETERMINED THE LOT GRADING IN NOT CONSISTENT 1. REFER TO THE CODE 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. 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 OR STABILIZATION M AT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTHI AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL a)THE PLAN SHALL SHOW ALL PROPOSED STREETS, BUILDING SITES, SETBACKS, SURFACE DRAINAGE, DRIVEWAYS, TRAILS AND OTHER FEATURES THE COUNTY ENGINEER DETERMINES ARE NEEDED TO VERIFY THAT THE PLAN 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 AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. SATISFIES THE REQUIREMENTS OF THIS PROFFER. DESIGN GUIDE. (20 MPH DESIGN SPEED). ROADS 'A' APVD'B' ARE 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 TO A SCALE NOT SMALLER THAN (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 CONTOUR INTERVALS NOT GREATER THAN TWO (2) FEET. ALL 3. ROAD B MAY BE WIDENED TO PERMIT ON- STREET PARKING. STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. AND VOID. CONCENTRATED SURFACE DRAINAGE OVER LOTS SHALL SE CLEARLY SHOWN WITH THE PROPOSED GRADING. ALL PROPOSED GRADING SHALL BE DESIGNED TO ASSURE THAT SURFACE DRAINAGE CAN PROVIDE ADEQUATE RELIEF 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. 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 GRADIENT OF THREE (3) FEET OF HORIZONTAL DISTANCE FOR EACH ONE (1) FOOT OF VERTICAL RISE OR FALL (3:1). 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 CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN APPROPRIATE BY THE COUNTY'S PROGRAM AUTHORITY INI ITS APPROVAL OF AN EROSION AND SEDIMENT CONTROL 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 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. BE 8'X 18' AND ADJACENT TO A F X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN 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 OR CD -2 CROSS - DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL THE ROAD PROFILES. DIRECTED TO A DRAINAGE WAY OUTSIDE OF THE LOTS. TIM (� P �T�° El NEE RA �jj° RATION �T ESTI��Y�IAT,■ /(� �° S TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON fI NO SURFACE DRAINAGE ACROSS A RESIDENTIAL LOT SMALL HAVE MORE THAN ONE -HALF (1/2) ACRE OF LAND `Lr � o 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 TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO g) ALL DRAINAGE FROM STREETS SHALL BE CARRIED ACROSS LOTS IN A STORM SEWER TO A POINT BEYOND THE REAR CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS j SATURDAY SUNDAY 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30 CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. OF THE BUILDING SITE. (PER UNIT) AM (PER UNIT) PM (PER UNIT) # h) THE PLAN SHALL DEMONSTRATE THAT AN AREA AT LEAST TEN (10) FEET IN WIDTH OR TO THE LOT LINE IF IT IS LESS 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY THAN TEN (10) FEET, FROM THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES NO STEEPER THAT I ' PARKING SPACES. TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. 210 SINGLE - FAMILY DETACHED 9..57 0.75 1.01 10.1 8.78 THIS AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE 24 i 2;30 i 18 24 242 211 2 8. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE -WAY DWELLING TO THE STREET. i TRAVELWAYS SHALL BE 12' WIDE. i) ANY REQUIREMENT OF THIS PROFFER MAY BE WAIVED BY SUBMITTING A REQUEST FOR SPECIAL EXCEPTION WITH I 1 I 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO 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 I 66 I 3187 29 34 i 374 I 319 CONTAINING A VALID PROFESSIONAL SEAL FROM A PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR LAND EXCEED 2% IN ANY DIRECTION. SURVEYOR. IN REVIEWING A WAIVER REQUEST, THE COUNTY ENGINEER SHALL CONSIDER WHETHER THE 30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. ALTERNATIVE PROPOSED BY THE OWNER SATISFIES THE PURPOSE OF THE REQUIREMENT TO BE WAVED TO AT I 6 710 T2ENERAL OFFICE /1000) 1 111.01 I 1.55 1.49 2.37 0.98 LEAST AN EQUIVALENT DEGREE. (GSF 1 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" j) IN THE EVENT THAT THE COUNTY ADOPTS OVERLOT GRADING REGULATIONS AFTER THE DATE THIS PROFFER IS 1,000 1 111.01 1 1.55 1.49 i 2.37 j 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 I THIS PROFFER SHALL SUPERSEDE THE CORRESPONDING REQUIREMENT OF THIS PROFFER, SUBJECT TO THE 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. TRIPS GENERATED 616 1 47 1 59 617 1 530 1 STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL W/ VDOT STANDARD PBA BEDDING. 4. IMPROVEMENTS TO SCOTTSVILLE RD AND AVON EXTENDED AT ITS SOLE EXPENSE, THE OWNER SHALL PLAN, DESIGN, BOND 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 . ALL 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 W COPPER TUBING. IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED T(O 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 OCCUPANCY FOR ANY STRUCTURE ON THE PROPERTY. AS PART OF THIS PROCESS, THE DEDICATION TO PUBLIC USE 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SHALL BE COMPLETED AT THE SAME TIME. THE OWNER SHALL, OBTAIN APPROVAL OF ALL ROAD PLANS AND BOND PRIOR SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE TO THE ISSUANCE OF THE FIRST BUILDING PERMIT OR FIRST ,APPROVED SUBDIVISION PLAT, WHICHEVER COMES FIRST, APPROPRIATE. TO ENSURE 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 Y2 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 ROADWAY IS SAFE AND CONVENIENT FOR TRAVEL. AT ITS SOLE EXPENSE, THE OWNER SHALL MAKE THE NEEDED IMPROVEMENTS, IF ANY ARE REQUIRED, TO THE PORTION OF THE LOT IMMEDIATELY 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. ADJACENT TO THE SITE SOUTH ON ROUTE 20 THAT MAY BE NEEDED AS A RESULT OF WIDENING ROUTE 20. SHOULD THESE IMPROVEMENTS REQUIRE A RETAINING WALL AND / OR A REWORKING OF STAIRS, THESE IMPROVEMENTS SHALL 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 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. 5. PAIRKIN O CALCULATIONS: 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED PARKING PARKING CORRESPONDING ELEVATIONS. 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 NIT) 24 48 48 AMILY DETACHED (2.00 SPACES/UNIT) W/ SINGLE-FAMILY 2 CAR PARKING APRON (UNITS U 69 % 83 90) Apron spaces not included in "Provided On Lot" AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL TOWNHOUSE W/ GARAGE (2.25 SPACES /UNIT) FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL 27 61 54 BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. WITH 2- CAR GARAGE& NO PARKING APRON (UNITS 15 -41) WITH 1 -CAR GARAGE& 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 OR 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. 1 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. PARKING PARKING NON- RESIDENTIAL UNIT TYPE SF REQUIRED PROVIDED 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL R &D FLEX OFFICE (PER ZONING REGULATIONS) TBD TBD TBD Non - residential uses will be limited by the availability of onsite parking DEVICES (MUTCD) STANDARDS. CONGREGATE PARKING TO BE PROVIDED 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, Townhouse Units 79 -82, and a portion of future non - residential uses. VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com T E il LD% il FD\\ A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com 110 P4 0 PH 1,4 DID LTH OF I r Alan G. Franklin Lc. No. 35326 W I 0 NAL ISSUED: SCALE: REVISIONS: Il2- 07 -151 OF 241 0 1 i o 1 TMP 91 -18 1 I o o ss 10 1 WENDELL W. WOOD \ D.B. 1727 P. 674 P. 677 PLAT -sao_ / /6$ 0 0 0 0/ h / } , ( TMP 90135V AZ � I I D.B. 1707 P. 582 WILSON TER INAL CORP. % % / ! D.B. 1571 P. 245,246 PLAT _ _ -�--I ( I i --- I D.B. 44 P.'195 / D.B. 288 P. 347 COMM. OF VA I -- i- —/ I \ \� \\ D.B. 440 . 198 PLAT D.B. 279 P. 493 PLAT \ i on Zoned: RA honed: LI I I P \ k Comp. Ian: Industrial Servic� w k \ \\\ \ \ / = 1 1 1 Comp. Plan: RA Use Commercial % 1 r � o Use: Residential 1 \ R= 788.51' \ 1 0 t A =84. `so =42.3 ' \ a 84.64 \ CB =Np4 °09'18 "E \ DELT 6009, 90 B JEAN TT .jSMIT' `� \ D.B 71 PJ 579 \\ D. . 534 P. 40 \ ­14. J � ,TMP 90 -35A1 rMP,90 -3� RIVES C. GENTRY sso -� �� -� �/� j /� DUNE F^ AN9 ROWEN". D.B. 657 P. 232 °® f�-� '� /� / / / / / D.E. 7,02 P.4 P 1� 60/ D.B. 657 P. 234 PLAT /�/� D�! 65 2L/� / h ® J Zoned: LIB� /� r- j / / /�/ ���j / �Zo�d: L \ )comp. Plan: In stfial /'� '�' Co Plan• Indus rial �e�ice Use C m ei ��6z i � / /-� p WCoo/mer 'a / '� '�i '600 // /� / / / /U � / / �`�`f �•n,.rti ® 62_19' �63�° 2'Cr""E / /•• f �"�� 5}.01' ® / > \� 1 Ii \ 1 S6247'25 "E Offlelim-3 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: ALBEMARL.E COUNTY- SHT. 20 58C = MYERSVIILLE SILT LOAM, 7 -15% 58D = MYERSVIILLE SILT LOAM, 15 -25% 72C3 = RABURN CLAY 0' 20' 40' 80' 160' VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com TEj1LD%11DXA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com O��LTH OF �, j�� r UO ✓,y Alan G. Franklin I ic. No. 35326 W .O W. I ONA L ISSUED: SCALE: REVISION SHEET 12 -07 -15 1" = 40' OF 24 VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com T E �j DLX �j DL% A CONCEPTS, P.C. 2046 ROCK QUARRY !ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkelier @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com �i J _ J • i LTH Op r Alan G. Franklin hc. No. 35326 W 1P s ,O W, 101VAL ISSUED: 12 - 07 -15 SCALE: 1" = 20' REVISIONS: SHEET OF 24 OQ� 0' 20' 40' sof 1 AVON PARK PHASE 1 I � I � �"A TMP 90 -35A1 RIVES C. GENTRY D.B. 657 P. 232 1 D.B. 657 P. 234 PLAT Zoned: LI Comp. Plan: Ind. Service Use: Commercial - 6' MAX. HT RETAINING WALLS X u +1 11 6' MAX HT. RETAINING WALL TMP 90 -35 Zoned: LI 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 @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com 1 ► � J �i TH OF r 0 � olmmMm1 Uc. No. 35326 W .O W, 'Z&NAL ISSiTED: SCALD: REVISIONS: I SHEET 12 -07 -15 F) =20' OF 24 LV 11 I I LOT 26 LOT 27 sic LOT 18 p..} " ". }�. �'-iT I LOT 19 : nilx -{,_� a ` 1 ' ,` 92_48' VARIES LOT 21 a gn ({ a T 22 o I0u- L_LO_ _ 0 Q — — — =<� w LOT 23 I Q a o I I ` IN Mg. — LOT 24 LOT 25 J Y h / .o a ' SIDE SETBACK, TYP. X u +1 11 6' MAX HT. RETAINING WALL TMP 90 -35 Zoned: LI 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 @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com 1 ► � J �i TH OF r 0 � olmmMm1 Uc. No. 35326 W .O W, 'Z&NAL ISSiTED: SCALD: REVISIONS: I SHEET 12 -07 -15 F) =20' OF 24 LOT 26 LOT 27 sic X u +1 11 6' MAX HT. RETAINING WALL TMP 90 -35 Zoned: LI 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 @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com 1 ► � J �i TH OF r 0 � olmmMm1 Uc. No. 35326 W .O W, 'Z&NAL ISSiTED: SCALD: REVISIONS: I SHEET 12 -07 -15 F) =20' OF 24 11 IF rr S rr 0 BPF O 15CED30 560.99 MB I, _ OFD 0' 10' 20' 40' 80' <j «:j Iffi nm) 11 1 Hll ms-1 "*A\ A I mu VDOT STD. CG -7 5 -M O MB D MB 0 UP UP GW UP 11 X Gw FIFFIFF FIFFIFFIFFIFFIFF-FIFFIFFIFFIFFFFFFIFF .. _ I I IDOUBLE SOLID YELLOW LINE (DSYL ) SINGLE SOLID WHITE LINE (SSWL) I I SINGLE DASHED WHITE LINE (SDWL) i ROUTE 20 IMPROVEMENTS Z O (RIGHT AND LEFT TURN LANES) F- — — UP IPF ' TMP 90 -35V WILSON TERMINAL CORP. :. D.B. 976 P. 474, 477 PLAT � D.B. 440 P. 195 a D.B. 440 P. 198 PLAT ADJUST EXISTING ENTRANCE TO PARHAM �b x CONSTRUCTION AS NEEDED � i /• f �' —VDOT STD. _ CG -7 TRANSITIONAL PAINTSTRIPING •..�,,� UP z v y AREA WHERE ROAD IS �� �""- _ 1 GW — — — - - _ SDWL z TO BE WIDENED -• a % i W � 4 02 ,f •► UP 1 1 TEL PE TIE TO EXISTING ... EOP / IF _ OS TRANSITION El DOUBLE SOLID YELLOW LINE (DSYL) MB SINGLE SOLID WHITE LINE (SSWL) —� I SINGLE DASHED WHITE LINE (SDWL) 0' 10' 20' 40' 80' ROUTE 20 IMPROVEMENTS LAYOUT PLAN e NORTEK 7 VITO CETTA, AIA Planner and Developer 434 - 531 -2192 vitocetta @me.com TE11Dx1jDrxA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller@terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com i i • LTH OF O G'f Alan G. Franklin hc. No. 35326 w o w. '�IPLONAL IISSUED: SCALE: REVISIONS: SHEET 12 -07 -15 P) = 20' OF 24 0 TYP. CG -6, TYP. 6" VDOT #21A , TYPICAL PUBLIC STREET SECTION W/ PARKING ON ONE SIDE ONLY SPRING HILL VILLAGE (ROAD B OPTION) SCALE: 4" = 1' CONCF SIDEW, TYP. 6" VDOT #21A TYPICAL PUBLIC STREET SECTION W/ NO PARKING -qPRINC; HII i VII I AnF (PnAD A_ POAD B) SCALE: Yd " =1' r -'� TYPICAL F'I-lIVA I t 51 Ktt I /IF'HKKIlvla W I Jtl: I IvIv SPRING HILL VILLAGE (ROAD C, PARKING COURTS) 6" VDOT #21A TYPICAL PRIVATE STREET :SECTION W/ NO PARKING SPRING HILL VILLAGE (ROAD F) 8 SCALE: X" = 1' SCALE: Y" = 1' 9d' TRAVFI WAY' � PRIVATE ROAD E SPRING HILL VILLAGE :WAY, TYP. SCALE: X" = V 16' TRAVELWAY VDOT STD CG -6, TYP. PAVING SECTION 2" SM -9.5A 8" VDOT #21A 2.00% TYPICAL PRIVATE ALLEY SPRING HILL VILLAGE DRIVEWAY, TYP. SCALE: X" = 1' VITO CE., I' A Planner and Developer 434 - 531 -2192 vitocetta @me.com TEIJFD\*, % �j DL% A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com Pq 0 w PP PH o��,LTH OF r UO �� Alan G. Franklin Uc. No. 35326 W �sI ()NA L ISSUED: I2 -07 -I5 SCALE: AS SHOT REVISIONS: 0 I *8 10 OF 24 590 • , 570 560 550 540 530 520 630 L1 610 B off 590 570 It- . i 570 X60 530 ME 0 TEJILDXIJLD%A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 ' PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com Lane Crozet, VA 22932 434 - 531 -5544 clan @alanfranklinpe.com 'I"k tiTH Op r Alan G. Franklin �Lc. No. 35326 W .o w, ass j o NAL ISSUED: Il2 -07 -15 SCALE: AS SHOWN REVISIONS: SHEET IM STA = 13 +7 P V1 ELEV = 550.9 5 A.D. = 5.92 K = 16.88 01 vc o 0) --' + (6 PVI TA = 10 +85 LO PVI E EV = 533.85 a w _ AD. =4.00 o LO =17.50 (N+� LO � 7 .0000' VC > a o Lo w O IN ~ ri '�/ TH Lu L o ,n ° a0', Q J W O M L0 LO r M cy) � — _ —� --� ' _ �! Zu + u 0 m 5 o_ J ' ' "" _-- — ++ M 'u5 _ w �� w r+ > _ w w -2.00% )�2 00 (rj�yj HL0 �iri M (Z) NN u) Mroo tri CO 1"� O(0 O mid o0 NLO (tjLO HLO ooh -1 rrLO oS00 m N'n In �LO ti pLO 00� O %rtLO (dni M� (h NLO NCO lc) Mic) N(c) ti ooLO Nti r" Mai r-- N rnN �0 �N co �N (O erLO aid (O �� Rio No �� M H00 Sri (O �ti o� O 00 ni(o LO tQcm (o00 co tiN N 000 CO Orn Mti O) (+? d (0 ti i �. , M M M uiLO M 26 �LO M 2� uim �M �F �M �m �h �m Z0) CI �m d Zo �L �! �L �L ZIt �L �L Ch �L �LO ln•r �� �L �! Diu') (D cfl ofri cfl �i � M � LO co to r\ W ad ti ( �M �LO Lr) etc) �LO �(O �(0 �(0 �(O DLO DLO �~ �~ it) 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 15 +60 16 +00 16+ ROAD 'A' PROFILE (PUBLIC); STA. 10 +00 - 16 +40 SCALE: 1 " =20' H; 1"=10'V PVI STA = 20 +30 PA P1 PV r%9q RA A .D. _ -9.9 2 • K = 7.06 70.0000' VC � rZ i 650 LO (D m � w o N C5 � + N O.> O I W � O 640 W w o-_ w � 2.00% — 630 o 620 Q H 610 uj J U _ 600 a 590 580 570 ' %-1 � O) o 0) 100 () ,(q LO oLO O '�t Mm C0 LO N Lc) CO H CD 06 oor` aM LO oti 00 'qt cc--I 00 IN Ln Nr-1 W o a� o N (Z) 00 O 'n CO Lc)o O FN N ':T o M (acYi i LO a0 DD o O 0 'n ti (o ofl O O) N oo O � 2 N O cfl o� O oo O Oo O o O% � (d oI;t I rr `� oo rci 2 c c-i � O N rci f ti(fl m o N N 00 O N(O N (N 0 m M od Nd M fh �M i M LO LO Lo LO Lf) LO O O O O O O O O O (oodfl O O (No O O C. O O O (D CO LO 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 EN D SCALE: 1 " =20' H; 1 " =10' V . i 570 X60 530 ME 0 TEJILDXIJLD%A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 ' PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com Lane Crozet, VA 22932 434 - 531 -5544 clan @alanfranklinpe.com 'I"k tiTH Op r Alan G. Franklin �Lc. No. 35326 W .o w, ass j o NAL ISSUED: Il2 -07 -15 SCALE: AS SHOWN REVISIONS: SHEET 610 590 • 570 560 550 n K 4': 590 570 560 550 540 530 Lr 570 560 550 540 530 0 10 +00 10 +40 10 +80 11 +20 ROAD 'B' PROFILE (PUBLIC); STA. 10 +00 - 15 +40 SCALE: 1"=20'H; 1 " =10' V 11 +60 12 +00 PVI STA = 1 +15 H.P. ELEV = 611.69 PVI ELEV = 556.55 H.P. ELEV = 583.22 H.P. STA = . K = 17.0 m PVI STA 11 +80 H.P. STA = 13 +06.67 102.0000' VC PVI ELEV = 612.75 0 a PVI STA = 10+55 PVI STA 13 +40 A.D. = 17.00 cn O 0 LO W PVI ELEV = 584.05 to -H A.D. = 3.00 w Z J 0 �- LO K = 10.0 LL O M 60.00 30, VC + w + LO N + J ILO z a Z LO A.D. = 12.00 L - o LLI fn O ' LO ai w U & ■ U-1 O N �O + K = 13.33 U a N W W - m II o ` 100.0 00' VC - 2. 60% o - Z Z + O Q .J W II Q J W IL J W V..i — -- - �_ If J U) i J W J ~ J 0 0 11 ` ` v F- Q 3.95% O O Z CL o Oo 0 Q) O Lpm N N O o O O M NI— aS 00 LO cfl co lt) LO co� crj LO rn o00 LO r� O cfl 00 cd H ►� O LO W LO LO LO LO J p 0 � Ln O 00 Ln LO LO LO .00% N � N 0d O 00 O 00 LA 0o a0 00 � M O 0d M N ^ N O N co > w M � Lq cd 00 � c! M N c0 cfl � Q r� oo CI ai N C! m cry T �FA<<EY �� .� W Z + O If) �(3) c I II In II LO vi L0 nj LO M LO It L0 Lo L0 � L{j �L0 LO LO In �- W LO LO LA LO M LID LO LO LO LO LO LO LO ui LO II `� b ►O � OaO 0 00 O o r\o N �i 00 M Lti n M a � ujJ w Lti i N r" �4 O OO M �t of 4) N 00 LO 1" LO H lC . CC G Z Q w (fli Ln 0 co W (O 0 co co M 0 0 O O o O c- co o � O O O cc r LO O O i M O %O O 00 l O o co co LO _--- — — _ 2.00% — _ 0%— - - - - - -- - - -- QLO N 'q LO OLn 00 OpLO � CF10 (aLO DO �i CpLO N �i I'Ln CO OLO O 00LO � 00 00 LO I\LO N 0) O O LO O c �i LO NLO d Lo 00 p��I .� a HLO ci H to ni OM LC) �i M O LO c�LO O ai O I" LO o0LO O L�LO O ni OIL O �i OL O O O ►� 00 f\ 00 oS O 00 Op ti 00 00 a0 00 O 00 of O O L� O I� O cI (� cI Op N Op N Op N Op M Op M Op N Op Op O Op O N O U LO LO LO LO LO LO LO LO In In 0 LO m LO LO LO In Ln LO LO LO LO LO LL) LO In LO 530 0 10 +00 10 +40 10 +80 11 +20 ROAD 'B' PROFILE (PUBLIC); STA. 10 +00 - 15 +40 SCALE: 1"=20'H; 1 " =10' V 11 +60 12 +00 15 +60 16 +00 16 +40 16 +80 ROAD 'B' PROFILE (PUBLIC); STA. 15 +40 - END SCALE: 1 " =20' H; 1 " =10' V 17 +20 17 +60 12 +40 590 640 580 630 570 620 560 610 550 600 540 590 530 580 a C 13 +20 13 +60 14 +00 1 E, A 02� 1 • �� •/� 590 570 560 550 Ln O O LO PVI STA = 1 +15 H.P. ELEV = 611.69 PVI ELEV = 556.55 H.P. STA = . K = 17.0 m PVI STA 11 +80 102.0000' VC PVI ELEV = 612.75 0 a PVI STA = 10+55 A.D. = 17.00 cn 0 LO W O + to -H A.D. = 3.00 w Z J 0 �- LO K = 10.0 LL O M 60.00 30, VC + w o LO N + J ILO z a Z LO a a L - o LLI fn O ' LO ai w U & ■ U-1 O N �O + LO LO U a N W W - m II o ` (0 - 2. 60% o - Z Z + O .J W II Q J W IL J W V..i — -- - �_ If J U) i J W J ~ J 0 0 ` ` v F- Q 3.95% o Oo 0 Q) O Lpm N N O o O O M NI— aS 00 LO cfl co lt) LO co� crj LO O �y O op r� O cfl 00 cd H ►� O O W LO LO LO LO Ln LO LILT Ln LO LO LO .00% N � N 0d O 00 O 00 LA 0o a0 00 � M O 0d 15 +60 16 +00 16 +40 16 +80 ROAD 'B' PROFILE (PUBLIC); STA. 15 +40 - END SCALE: 1 " =20' H; 1 " =10' V 17 +20 17 +60 12 +40 590 640 580 630 570 620 560 610 550 600 540 590 530 580 a C 13 +20 13 +60 14 +00 1 E, A 02� 1 • �� •/� 590 570 560 550 Ln O O LO 10 +00 10 +40 ROAD 'D' PROFILE (PRIVATE) SCALE: 1"=20'H; 1"=10'V 10 +8(0 11 +20 H.P. ELEV = 611.69 H.P. STA = 11 +67.65 m PVI STA 11 +80 PVI ELEV = 612.75 0 PVI STA = 10+55 A.D. = 17.00 0 PVI ELEV = 606.50 K =.3.53 LJ A.D. = 3.00 w Z K = 10.0 O M 60.00 30, VC Lo N + ILO z a a a a L - o i O ' LO ai w U & w U-1 O N �O + U a N W W - m o - 2. 60% o - Z Z + O IL J W Ir W If J W Lu i J W ~ J uj v —_ 3.95% cs, CO cv v� �^rM rl oo c I O O cci - .00% N � N 0d O 00 O 00 LA 0o a0 00 � M O 0d M N ^ N O N co t-1 � O O rn 00 M � Lq cd 00 � c! I- H M N c0 cfl M O O M � �t ni r� oo CI ai N C! m cry T �FA<<EY �� .� �r �r b� �(3) 0 bT-i LO LO vi L0 nj LO M LO It L0 Lo L0 � L{j �L0 LO LO In LO LO LO LO LA LO LO LO LO LO LO LO LO LO LO LA LO LO b ►O � OaO 0 00 O o r\o N �i 00 M Lti n M Lti n N�F Lti n nr"i Lti i N r" �4 O OO M �t of 4) N 00 LO 1" LO H lC . LO OO r I M I,LM O onCA � (fli Ln 0 co co 0 co (O 0 co co M 0 0 O O o O c- co o � O O O cc r LO O O i M O %O O 00 l O o co co LO 10 +00 10 +40 ROAD 'D' PROFILE (PRIVATE) SCALE: 1"=20'H; 1"=10'V 10 +8(0 11 +20 10 +00 10 +40 ROAD 'C' PROFILE (PRIVATE) SCALE: 1" =20' H; 1 " =10' V HIGN-069j, 11 +20 MQP0111 12 +00 12 +40 .4 13 +20 13 +60 570 560 550 530 11 +60 12 +00 12 +40 12 +80 630 590 [:00] 13 +20 VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com T7-z%'D`A CONCEPTS P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com U 1 �. l_ r o�'4 ,LTH OF � j�� r Alan G. Franklin Lc. No. 35326 W .O W, '�&LONAL ISSiJED: 12 -07 -15 SCALE: AS SHOWN REVISION OF 24 m 0 0 LJ w Z O M J � w ILO z a a i Ln li w U & w W W - m - 2. 60% o - Z %--I + LO _ J Lu O 0 i ~ II J v —_ 3.95% cs, CO cv v� �^rM rl oo c I O O cci M co O cfl M O ao N � N 0d O 00 O 00 LA 0o a0 00 � M O 0d M N ^ N O N co t-1 � O O rn 00 M � Lq cd 00 � c! I- H M N c0 cfl M O O M � �t ni r� oo CI ai N C! m cry M �� �� .� �r �r b� �(3) 0 bT-i LO LO vi L0 nj LO M LO It L0 Lo L0 � L{j �L0 LO LO In LO LO LO LO LA LO LO LO LO LO LO LO LO LO LO LA LO LO 10 +00 10 +40 ROAD 'C' PROFILE (PRIVATE) SCALE: 1" =20' H; 1 " =10' V HIGN-069j, 11 +20 MQP0111 12 +00 12 +40 .4 13 +20 13 +60 570 560 550 530 11 +60 12 +00 12 +40 12 +80 630 590 [:00] 13 +20 VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com T7-z%'D`A CONCEPTS P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com U 1 �. l_ r o�'4 ,LTH OF � j�� r Alan G. Franklin Lc. No. 35326 W .O W, '�&LONAL ISSiJED: 12 -07 -15 SCALE: AS SHOWN REVISION OF 24 15"R .- INVOUT ,,11 IF ' 547.98 24" CMP INV /N 546.8550 BPF mrl -OVA o m s I SO 15CED30 ► �- 0 OHE OH7V 560.99 \ \ \ Oy�O/yyT Up TP 560 15 "CMP RUSTED \ \ _ OUT NO BOTTOM 42ELM45 V IN \ '"� — — `" -�� — - FULL OF DEBRIS 558.65 48ELM50 1551.07 FULL \ IF GW _ 9FD €BRLS� — OH 558.24 INV /N 1550.14 \ ' — FULL OF DEBRIS - — — - INV OUT — - - x+552.74 INV IN IN UT - - 553.00 - _55 .8 /I f' V OU I 550 5553. S El IN�OU — -- MB -_ 544.981 — PPS <FO GT _ _ -UST_ _ UGTT U T f UGT U_UGT �_� -- .- GT — 550 -- _` PP UGT — UGT -- --_ UGT UGT ` � - -OHTOH UGT ----_" UGT <F C ,y �I U GT -- UGT - - Z U T/ TP UP INV OUT 1549 65 FULL OF DEBRIS 15" PVC INV OUT 551.99 FULL OF DEBRIS F 80, I IF I I f I ► o GW I m zw DEMO AD REP CE STONE &SLATE STEPS & �ALL I E MB M 2" -RCP RvV -- UGTT .87 UGT - ---_ -- UiGT - p TMP 90 -27 ROGER SCHICKEDANTZ D.B. 1244 P. 461 s60 D.B. 629 P. 616 PLAT B 530 P. 164 PLAT Zoned: R1 Comp \Plan: Urban Density e: Residential OHE — _ C /---PEMO AND REPLACE STONE & G S E STEPS & WALLOV9 -S 860- z 5" CMP- -- — !�- L UGT UGT OH- T ?HTV 11111liq 11 \llI ~� �,1 :A\" 11 - ��1�I I ■II VITO CETTA, AIA Planner and Developer 434 - 531 -2192 vitocetta @me.com TA JLX "D�DA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com J 1. .., •% �/ 1 1.,TH OF r Alan G. Franklin Ilc. No. 35326 W l o NA L SCALE: REVISION 12 -07 -15 P) =20' TM P 90 -27A EDDIE L. AND / / MINNIE L. BEST CO LIFE ESTATE ► 4 / I D.B. 3728 P.453 ► rn I D.B. 320 Q (0 / P. 264 PLAT / Q 0 os ► o GW I m zw DEMO AD REP CE STONE &SLATE STEPS & �ALL I E MB M 2" -RCP RvV -- UGTT .87 UGT - ---_ -- UiGT - p TMP 90 -27 ROGER SCHICKEDANTZ D.B. 1244 P. 461 s60 D.B. 629 P. 616 PLAT B 530 P. 164 PLAT Zoned: R1 Comp \Plan: Urban Density e: Residential OHE — _ C /---PEMO AND REPLACE STONE & G S E STEPS & WALLOV9 -S 860- z 5" CMP- -- — !�- L UGT UGT OH- T ?HTV 11111liq 11 \llI ~� �,1 :A\" 11 - ��1�I I ■II VITO CETTA, AIA Planner and Developer 434 - 531 -2192 vitocetta @me.com TA JLX "D�DA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com J 1. .., •% �/ 1 1.,TH OF r Alan G. Franklin Ilc. No. 35326 W l o NA L SCALE: REVISION 12 -07 -15 P) =20' DG -n a•1 WP -2 A XMSTREET APPROACH s►LIEE SURFACING GENERAL NOTES OtAl TO BE AS I CI AS MAIENE ROADWAY Cl NOTE 41 i WHEN USED N CON•N.NCTION WITH STANOAP6 III SHOWN ON PLANS q - URMALS; TO BE AS CR CG -7 THE CURB FACE ON THIS STANDARD IS TO f ADJACENT TRAVEL LANE ASPHALT PAVEMENT Wl WHO - - - - - - 1SHOWN ON PLAIIM BE AI7JU�Tm 4 MATCH TIE ICLNTABI.E CURB l'I (SHAPE P ELEVATION CG- OR CO-8 CONFIGURATION. 1, OF Y ST PIP OF 12"a � L - - - - � � LARGEST PIPE. EDGE OF EXISINO PAVEMENT f 1 0S DETERMINED N IELIN (�I 2. SEE WITH STANDARD 00.12 FOR CURB RAMP DESIGN TO BE r� "- CON TO SIDEWALK USED WITH THIS STANDARD. CONTOUR I I OF PPE NOTE 51 I C7PTIOVAL UNPAVEDD SPACE TACK COAT THE PROPOSED PROPOSED ASPHALT LAYERS S. MAINLINE PAVEMENT 8HIN1 CONSTRUCTED TO THE I {.n CONSTRUCTK)N JOINT EDSTNG ASPIVH.T LAYERS , _ M" I F1.ON LINE RAW LINE (EXCEPT ANY SUBORADE STABILIZATION --- „-- ---- - - - - --- �- - REOIJRIED FOR M*LI E PAVEMENT WHICH CAR BE { o ' tM11TTE0 IN THE ENTRANCEJ 1 JOINT- MN CT ( E1PiNSICN I EXSTNG SASE PROPOSED SUBBASE NT - '�T 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SF1M 1 NOT BE CONT57RIJCTED BEYOND THE RAMP LINE j _ WOTE WIDTH -B` 2'-D" OR AS W MAINUDE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. _„----- .- ,- --- - -- -- SHOWN ON TYPICAL SECTIOFL A � � + COMPACTED SUBGRRADE • ti PLAN VIEW ENTRANCE NOTES J01hIT DETAIL B. WHEN THE ENTRANCE RAIk cANNaT ACCOMMODATE THE • • ". SLOPE D tiRA TO INVERT CONSTRUCTION T TIRi� �Eq(JWfNTFS OF AHTICLT'ATED HE Y TRUCK OF OUTLET ® REMOVE E1t15'FING A4HALT LAYERS TO EXISTING SUPPOSE AND REPLACE WITH PROPOSED ASPFIALT WIDENING LAYERS MAINLINE ROADWAY 'SLOPE I TRAFFIC, TIRE DEPTH FOR SEiEWALK i CBRIdPS '*'.`.`,�1�•+� SECTION A -A WITFRt TI4E ARTS OF THE RAOASHDILO BE ® PROPCTSED MMNINUM 1 Ifz NCV THICK ASPHHALT SURFACE CC%,PSE: (SEE NOTE ES) 1101 PARABOLIC. CURVE )ENTRANCE OtNLY1 - INdUEASEO �0 7 ". (SEE CG -13) � " • ' - EDGE OF PAVEMENT OR SOil LOPE M CHANGE QI D R. PLA+l9 ARE TO INDICATE W71EEN CONSTRl1 TM OF A FLOW x NNNIMUM 12 NCHES,OR GREATER AS NECESSARY TO ABUT THE (PULL THICKNESS OF EXISTING ASPHALT LAYI]RS OpT115NA. TLOW LINE - D (SEE urc IS REQUItLO TD FRONDS POSlTIYE 1DRAINAGE AtROSi TRJH5ITIDN BETWEEN METHOD OF TREATMENT IN DROP INLETS PS OETEHAINED BY CORES (BEE NOTE 3] - -- -- - - - - -.- - NOTE 71 THE EHIRANCE. PPE WHIT E WI F MAINLINE ROADWAY BX MAX D PIPES RE S¢ES OF _ 7. THE DESIRABLE AND MAX" ENTRANCE GRACE CHANCES PIPES ARE ENCOUNTERED. SOIL CHANCE ® "D" ARE USTm IH THE ALLOWABLE ENTRANCE STREET ~~`""� TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET NOTES( , CO wECTIONS. I ASPHALT PAVEMENT WDENNG SHALL HAVE A PAVEMENT DESKTJ N ACCORDANCE WITiH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 5'M 20'MNIHIM FOR "I1p SIGNAL ENTRANCE INTERSECTION NOTES 2. THE PAVEMENT DESIGN FOR ASPHALT'RWEMENT WIDENING SHAME MEET OR EXCEED 'THE DEPTHS A0 TYPES OF THE LAYERS OF EXISTING PAVEMENT. 19• WHEN CG-t1 N USED FOR STREET OONNECTm THE MOTES: ` "L 9UBSURFAl E DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE AUQREESSED N THE PAVEMENT DESIGN, ® CONSTRUCT CUM CHANCES WITH A PARABOtJC C RYE CONNECTION MUST BE DESIGNED IN AISORDANtM WITH THE DR WI MAtNF TO AND INLET INVERTS N ACCORDANCE WITH SLOPE TO DRAIN MMITO POLICY AND THE APPLICABLE REQUIREMENTS ONUS DRAWING IS TO APPLY TO THOSE SABOVER4 T OFEO TOUTLET P 3. A MIMMUIM OF THREE GORES SHALL BE TAKEN ALONG N� YCCER� F THEEtDDJACEENITTRAVEL LAVE TO DETERMINE THE TYPE M THICKNESS OF EXISTING OF THE VDOT ROAD DESIGN MANUAL 14CLUDW STCPMW ON UCTUR . WHERE INVERT OF PPE IS ABOVE RES SP OF �. PAYETF1iT LAYERS. THESE CORES SHALL BE 5 'SECTION A - A SIGHT DISTANCE AND K VALUE REOIIRETMENTS STRUCTURE. 7. 4. THE ADJACENT TRAVEL LANE SHALL BE YLLm A Ml61UM DEPTH OF t Y•r INCHES AMID fFPLJ4CE0 WITH NJ ASP SURFACE COURSE TO MATCH THE 9. OPTIONAL FLOKI E MAY REQUIRE WPAPNO OF A MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY TIRE ENGNEERi. 4 PORTION OF GUTTER TO PROWS POSITIVE DRAINAGE N ACCORDANCE WITH APPLICABLE STANDARD OR SPEC4E ORAW'NC. n ACROSS THE IHTERSECTiON. 71f INVERT SHAPING AS DEFACED HEREON IS TO CON45T OF A ' V 8. THE ENGINEER MAY REQURE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BC ADJUSTED TO ACHIEVE AN ACCEPT PAVEMENT CROSS-SLOPE CLASS IL CEMENT CONCRETE MIX COARSE AGGR GA CLASS A3 OR NYE EFFECTIVE SURFACE DRAINAGE. CLASS CLE%CEPT THAT 2SX OF COARSE AGGREGATE MAY DE _ - r 1,uTC SHALL I IF accTrnlFn 'SUBJECT TO Ttf APPROVAL OF THE ENGINEER. ALLOWABLE ENTRANCE GRADE CHANGES UP TO 4" IN DIAMETER ANVD CONSIST OF STONE, WOKEN BRICK. /j ^:I`' x': . ew►I1 IE IFFT SMOOTH BY MEALS OF RAID TROWELLNI NOW I • / ~;t�.w;;l BR9T CONCRETE OR BROKEN CONCRETE BLOCK• THE SURFACE G. EXISTING PAVEMENT MARKINGS NN MARRC.� -lim •nc ,n -. -...� ..�. -..__ ___-_ 7. FINAL TRANSVERSE PAVEMENT TIE -IN SHALL CONFORM TO THE REQUREMENTS OF SECTION 315.08tel OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED U91VG A 10 FOOT STRAIGHTEDGE N ACCORWANCE WITH THE REQUIREMENTS OF SECTION 3/6.07(a1 OF THE AT TOt CATIONS N-1 S I Ni ti. ° T'� "- C i ' , M, . ►, • s, (H.ES 1 ►.' �, -'- CONCRETE 4'r-1 ' i.. ' i RATION C -C ENTRANCE VOLUME ORADE•D�ONHOE N-10 N-17 N•12 - _ , OF TINE [xARSE AGGREGATE SHNl REMAIN + + ""• -� r + • A + ` a ' PURPOSES ONLY. EACH MANHOLE OR DROP INLET 15 TO BE SHAPED y ` DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE POR OUTLET NOWCUALLY TO BEST FIT THE PARTICULAR INLET A(O OUTLET CONFKIURAm AIO FLOW LNCS SECTION B -B PLAN IAC•rL,nn Mfr TDCAT►iCIJT III LIAN114i1I FC EACH SIDE PS PIMA Y IrQMfA TAE HW'IA'6 ON E� SIDE HANDRAIL DESIRABLE MAXIMUM HK#V MORE THiAN 11 VPD 03 -7 cc.3 L11H CG-8 S3X BX LOW LESS THAN BOO VPD 99% BX 8 8 9 10 W -S' CG -2 7 B B 9 10 11 12 NOTES: NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2„ 6" L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2 CONCRETE TO BE CLASS A3 F CAST 1N FLINGS. 4000 PSI F PRECAST. �TESI Z. CONCRETE TO BE CLAW A3 IF CAST N PLACE, 3, COMBINATION CURB A CUTTER HAVING A PARIS A 1. THIS REM MAT BE PRECAST OR CAST N PLJ4CE. 4000 PSI F PRECAST. Of 306 FEET OR LESS UCOND FACE OF f7LiiBIS1Uk1 - 2. CONCRETE TD BE CLASS AS F CAST N PLACE 3. 0FEE CURB i GUTTER FACE A RADL15 FEET OR 1E55 tNANti FACE OF) BE PAD VCR AS RADIAL COMBINATION CURB b GUTTER. 2" R �, r ' 4000 PSI F PRECAST. 4" �, R • -•..{I OF 300 or .3 SHALL Of FOR AS R1OAL COH�INATIat 4. TY]R USE WITH STABILIZED OPEN - GRADED D'p •p 3 CURB HAVING A RADIUS OF 300 FEET OR LESS I}.f-- IALQIlte FlI,.E OF CLIRB> WILL BE PM FOR AS CURB ty GUTTER, TT 4. E'ER USE WITH STABILIZED OPEII-GRADED DRAINAGE CURB M LAYER THE BOTTOM OF TR CURB AAD GUTTER c'•'d � BE CONSTRUCTED •.•;A. 'P,•A. SCREAMS ' ► RAGA. E`RR. - Vie• , MAY BE RE THE DEPT}) OF ClI(d MAY 8E )EDUCED AS MUCH D ' ` D . ', LAYER, THE BOTTOM OF THE CURB S EMITTER BE CONSTRUCTED PI IALLEL TO THE SLOE£ N'd TO THE DEPTH OF PARAlEL TO THE SCOPE OF SUBBASE PAVEME3 AND T4 THE DEPTH OF THE PAYEMCNT. - M s r r 4 AS ARENAS AS ! ! � AS 3" U15" DEPTH) OR 3" t21" OEPTHl IN ORDER THAT �E gpTTOM • , IN ORDER WITH TIE TOP OF A ` i]F' Sl1BB16E COURSES THE PAVEMENT. $_ ALLOWABLE CRITERIA FOR THE USE OF CO -7 N3 BASED ON ROADWAY CLASSIFICATION JIlD DESIGN } rd +e ., W ► ► DF 9 WILL D.t COURSE OF THE PAVEiIF? T SUBSTRUCTURE- R i S. ALLOWABLE CRITERIA FOR THE USE OF 00-6 15 BASED ON ROADWAY CLASSIFICATION AND ROAD A5 SFIOWN IN APPENDIX A OF THE VDOT ROAD DESIGN B OTHERWISE THE DEPTH 15 TO BE TD" AS SHOWN, t .e,' •e.. NO Sf�NTT N THE PRICE BID LS TO HI MADE R D.t DF DESIGN SPEED AS $MOWN N MPENDI% A OF THE ROAD DESIGN AMJAL IN THE SEGTEIN NMtUAt N T}[ SECTION ON DRUM GS STANDARDS. ' ►d eA . FOR A DECREASE OR AN INCREASE N DEPTH. $ Y 2,. R i� ON GS L11tBAR STANDARDS. G. WHEN THE B TO EXISTING A'! b'A .a .e M- �• CO-2 G TO BE 1480 ON ROADWAYS MEETING E USED FOR CRO W SHOWN N D: ` D,r ` D OR C I I N T BE BANKER CLIRB, TINE TRANSITION Ei TO BE MADE AATFiN RK THE 1P N 9TNElAHI7S CA11 6E MADE AT A. •, +a ae ' THE REQUREL )SHOW MAAMJN., ;e,• RE6LL a ► REC A OF THE ROAD .e,• IN THE SECTON ON CS IRDAN STAtDMDS. D � � D ; � D • D' 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS b • P • b, "' • .A' - �A • • BASE n IISED.TIE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE S��E THE MOUNTABLE CURB COlFMPATION NCORPORAT@. �i•I 2• RIDR15 SI1�A6E r ► �' ° D � • . � _ : NOTES: 6- ' " ' -- - - - � 1. THIS ITEM MAY BE PRECAST tIR CAST N THE 90TTOM OF THE a" AND ► 2. CONCRETE TO BE CLASS A3 F CART IN PLACE, 4000 PSI n A& D, D. SURFACE B„ 11 01 GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF PROVIDED A A A e IF PRECAST, OF 300 FEET OR LESS NMLIAY ,A ,A r ► + s a r 3. CURB HAYING A RADIUS PAD FOR AS RADIAL CURB. DEPTH OF " ' ' FACE OF Cl1RBf WILL BE TINS AREA YAY BE NONCRETE IS MAINTAINED. AT TIE OPTION DF HE CNDNTRACTO(V b b - ` , OF G .e ..6 BASE ' ~ - - - - - - THE CURB ON THE BOTTOM OF THE CURB ANVD DEPTH) OR INCREASE AS MUCH A5 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE OTIE COURSE OF THE PAVEMENT RUL'TURE. •i '•„;t ..... GUTTER MAY BE 7" 2' -0" PARALLEL TO THE SLOPE OF WITH�E TOP WI H T OTHERWISE T# OEp7H IS TO BE 18" AS SHOWN. ND CONCRETE AT TH5 AREA MAY BE CONCRETE AT SUBBASE COURSES PROVIDED A ADJLISTMEART N IN PRICE BN IS 710 RE MADE FOR A DECREASE OR AM INCREASE N DEPTH. ,,ryp6AS£ THE OPTION Of THE MAN. DEPTH OF 7" IS MWNTAHED 5. CG-3 19 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS R CG -7 AS SHOWN IN APPENDIX A FO B" OF TIE VOOT ROAD DESIGN MANUAL IN THE SECTION ON CS URBAN STANDARDS. fY 6. BE NADESTIHG BARREN CURB, T TTRANSHTION T TIE ORANGE N STANDARDS CAN BE MADE ASTABLE ALTERNATIVE AT REGULAR t7PQJNGS. AT RE REGULAR Xvarr �I 11 STANDARD 4 CURB REFERENCE CURS IS EXTRUDED SPECIFICATION Zv=r xv=r COMBINATION 4" CURB j*0 GUTTER ROM AND BRIDGE STANDARDS tV❑I❑T SHEET 1 OF 1 REVISION GATE REFERENCE COMBINATION fi" CURB AND GUTTER ROAD AD 13RDGE ETMiDAPISS ROAD AvD BRII>GE STANDARDS VRTAMA OEPARTIMENT OF TRANSPORTATION `••� SHEET 1 OF 1 REVISION GATE 201.02 R /+ STANDARID F" CURB ROAD AID eRDGE 5TAINOARDB RE,IIS+IDN GATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION REROM DATE SHEET 1 OF 1 1D5 . YRICIHIA DEPAR7METlT OF iRNNSPORTATION.� SytD{ 105 .� VIRGINIA DEPARiMiHVT OF TRANSPORTATION 201.01 DG -n a•1 WP -2 A XMSTREET APPROACH s►LIEE SURFACING GENERAL NOTES OtAl TO BE AS I CI AS MAIENE ROADWAY Cl NOTE 41 i WHEN USED N CON•N.NCTION WITH STANOAP6 III SHOWN ON PLANS q - URMALS; TO BE AS CR CG -7 THE CURB FACE ON THIS STANDARD IS TO f ADJACENT TRAVEL LANE ASPHALT PAVEMENT Wl WHO - - - - - - 1SHOWN ON PLAIIM BE AI7JU�Tm 4 MATCH TIE ICLNTABI.E CURB l'I (SHAPE P ELEVATION CG- OR CO-8 CONFIGURATION. 1, OF Y ST PIP OF 12"a � L - - - - � � LARGEST PIPE. EDGE OF EXISINO PAVEMENT f 1 0S DETERMINED N IELIN (�I 2. SEE WITH STANDARD 00.12 FOR CURB RAMP DESIGN TO BE r� "- CON TO SIDEWALK USED WITH THIS STANDARD. CONTOUR I I OF PPE NOTE 51 I C7PTIOVAL UNPAVEDD SPACE TACK COAT THE PROPOSED PROPOSED ASPHALT LAYERS S. MAINLINE PAVEMENT 8HIN1 CONSTRUCTED TO THE I {.n CONSTRUCTK)N JOINT EDSTNG ASPIVH.T LAYERS , _ M" I F1.ON LINE RAW LINE (EXCEPT ANY SUBORADE STABILIZATION --- „-- ---- - - - - --- �- - REOIJRIED FOR M*LI E PAVEMENT WHICH CAR BE { o ' tM11TTE0 IN THE ENTRANCEJ 1 JOINT- MN CT ( E1PiNSICN I EXSTNG SASE PROPOSED SUBBASE NT - '�T 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SF1M 1 NOT BE CONT57RIJCTED BEYOND THE RAMP LINE j _ WOTE WIDTH -B` 2'-D" OR AS W MAINUDE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. _„----- .- ,- --- - -- -- SHOWN ON TYPICAL SECTIOFL A � � + COMPACTED SUBGRRADE • ti PLAN VIEW ENTRANCE NOTES J01hIT DETAIL B. WHEN THE ENTRANCE RAIk cANNaT ACCOMMODATE THE • • ". SLOPE D tiRA TO INVERT CONSTRUCTION T TIRi� �Eq(JWfNTFS OF AHTICLT'ATED HE Y TRUCK OF OUTLET ® REMOVE E1t15'FING A4HALT LAYERS TO EXISTING SUPPOSE AND REPLACE WITH PROPOSED ASPFIALT WIDENING LAYERS MAINLINE ROADWAY 'SLOPE I TRAFFIC, TIRE DEPTH FOR SEiEWALK i CBRIdPS '*'.`.`,�1�•+� SECTION A -A WITFRt TI4E ARTS OF THE RAOASHDILO BE ® PROPCTSED MMNINUM 1 Ifz NCV THICK ASPHHALT SURFACE CC%,PSE: (SEE NOTE ES) 1101 PARABOLIC. CURVE )ENTRANCE OtNLY1 - INdUEASEO �0 7 ". (SEE CG -13) � " • ' - EDGE OF PAVEMENT OR SOil LOPE M CHANGE QI D R. PLA+l9 ARE TO INDICATE W71EEN CONSTRl1 TM OF A FLOW x NNNIMUM 12 NCHES,OR GREATER AS NECESSARY TO ABUT THE (PULL THICKNESS OF EXISTING ASPHALT LAYI]RS OpT115NA. TLOW LINE - D (SEE urc IS REQUItLO TD FRONDS POSlTIYE 1DRAINAGE AtROSi TRJH5ITIDN BETWEEN METHOD OF TREATMENT IN DROP INLETS PS OETEHAINED BY CORES (BEE NOTE 3] - -- -- - - - - -.- - NOTE 71 THE EHIRANCE. PPE WHIT E WI F MAINLINE ROADWAY BX MAX D PIPES RE S¢ES OF _ 7. THE DESIRABLE AND MAX" ENTRANCE GRACE CHANCES PIPES ARE ENCOUNTERED. SOIL CHANCE ® "D" ARE USTm IH THE ALLOWABLE ENTRANCE STREET ~~`""� TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET NOTES( , CO wECTIONS. I ASPHALT PAVEMENT WDENNG SHALL HAVE A PAVEMENT DESKTJ N ACCORDANCE WITiH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 5'M 20'MNIHIM FOR "I1p SIGNAL ENTRANCE INTERSECTION NOTES 2. THE PAVEMENT DESIGN FOR ASPHALT'RWEMENT WIDENING SHAME MEET OR EXCEED 'THE DEPTHS A0 TYPES OF THE LAYERS OF EXISTING PAVEMENT. 19• WHEN CG-t1 N USED FOR STREET OONNECTm THE MOTES: ` "L 9UBSURFAl E DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE AUQREESSED N THE PAVEMENT DESIGN, ® CONSTRUCT CUM CHANCES WITH A PARABOtJC C RYE CONNECTION MUST BE DESIGNED IN AISORDANtM WITH THE DR WI MAtNF TO AND INLET INVERTS N ACCORDANCE WITH SLOPE TO DRAIN MMITO POLICY AND THE APPLICABLE REQUIREMENTS ONUS DRAWING IS TO APPLY TO THOSE SABOVER4 T OFEO TOUTLET P 3. A MIMMUIM OF THREE GORES SHALL BE TAKEN ALONG N� YCCER� F THEEtDDJACEENITTRAVEL LAVE TO DETERMINE THE TYPE M THICKNESS OF EXISTING OF THE VDOT ROAD DESIGN MANUAL 14CLUDW STCPMW ON UCTUR . WHERE INVERT OF PPE IS ABOVE RES SP OF �. PAYETF1iT LAYERS. THESE CORES SHALL BE 5 'SECTION A - A SIGHT DISTANCE AND K VALUE REOIIRETMENTS STRUCTURE. 7. 4. THE ADJACENT TRAVEL LANE SHALL BE YLLm A Ml61UM DEPTH OF t Y•r INCHES AMID fFPLJ4CE0 WITH NJ ASP SURFACE COURSE TO MATCH THE 9. OPTIONAL FLOKI E MAY REQUIRE WPAPNO OF A MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY TIRE ENGNEERi. 4 PORTION OF GUTTER TO PROWS POSITIVE DRAINAGE N ACCORDANCE WITH APPLICABLE STANDARD OR SPEC4E ORAW'NC. n ACROSS THE IHTERSECTiON. 71f INVERT SHAPING AS DEFACED HEREON IS TO CON45T OF A ' V 8. THE ENGINEER MAY REQURE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BC ADJUSTED TO ACHIEVE AN ACCEPT PAVEMENT CROSS-SLOPE CLASS IL CEMENT CONCRETE MIX COARSE AGGR GA CLASS A3 OR NYE EFFECTIVE SURFACE DRAINAGE. CLASS CLE%CEPT THAT 2SX OF COARSE AGGREGATE MAY DE _ - r 1,uTC SHALL I IF accTrnlFn 'SUBJECT TO Ttf APPROVAL OF THE ENGINEER. ALLOWABLE ENTRANCE GRADE CHANGES UP TO 4" IN DIAMETER ANVD CONSIST OF STONE, WOKEN BRICK. /j ^:I`' x': . ew►I1 IE IFFT SMOOTH BY MEALS OF RAID TROWELLNI NOW I • / ~;t�.w;;l BR9T CONCRETE OR BROKEN CONCRETE BLOCK• THE SURFACE -- - ' - HOTEL Al LowA11 E ENTRANCE GRACE TABLE IS NOT PFIG I f7LV v1 APPLICABLE TO STREET CONNECTIONS �RE� 1 T 'vD°T STANDARD METHOD OF SHAPING �EEER94DN s'E�ATON' METHOD OF TREATMENT REFERENfZ lvDar ASPHALT PAVEMENT WIDENING REFERENCE ROAD IYA EiRUGE STANDARDS OF RDVQAOD �IOGE REVISION DATE & INLET INVERTS ROAD AND BRIDGE STA10lIRDS (CONNECTION FOR STREET INTERSECTIONS AND COMA�ERCUIL ENTRANCES) REVISION DATE SHEET t OF 1 sHEEr 1 OF 1 IiEV1910N DATE 302 SHEET 1 OF T RSTM DATE FOR. WIDENING SUBJECT TO TRAFFIC 5q VIRGINIA DL7°ARTM l OF 'TRANSPORTATION zD3,o4 XMD6 VIRC MA DEPARTMENT OP TR9all"OTTATIDII VERMOU, DEPARTMENT OF TRANSPORTATION 3DS.o2 A BARS A, TO BE EOLMLLYY SPAII FOR MO.OF BARS SEE TAWLE BELOW. A_�_ L III PROPOSED OR BAITS A AND EXISTING WALK, YAAO•ETC - -I C„ t 1 r- BLAHS A AND c � BI I IrL.H'FN BARS C #4 S -2 A J 16 H- ONE BARB TO BE A PLACED UNDER EACH STEP AM TWO UNDER LANDING AS SHOWN. - V1 r tDCO CJ. FT. I I N V2. 0.583 E.U. FT. V3. 0.750 CU. FT. 1%p ir V4. 0.7019 CU. FT. BARS A R ND. 4 FROM PICTORIAL VIEW IT IS SEEN ".T. Y4 E PROPOSED BARS B ND. O OR E70ST.SIDEWALK V • 1g W21$(Ri MNH-p•2V'4 O OR SHOULDER. SUBSTITUTND VALUES OF ELEMENTARY VOLUMES= V • 1000 W4.168(11-11•O.T50MWID.1�418 - Z7 SECTION A-A V - INDICATES TOTAL VOLUME OF STEPS IN CUHIC YARDS. V1 ' VLP5EDjN v tl PU INDICATE ELEMENTARY VOLUMES W - INDICATES CLEAR WIDTH OF STEPS, IN FEET. BETWEEN SDEWAiI N INDICATES NUMBER OF STEPS IN INSTA E LATON EXCILLIS1V OF ADIN0. 1 - INDICATES LENGTH OF SAPS A IN NCHES, Lt - 13AT6N - 8" NUMBER OF BARS A G. EXISTING PAVEMENT MARKINGS NN MARRC.� -lim •nc ,n -. -...� ..�. -..__ ___-_ 7. FINAL TRANSVERSE PAVEMENT TIE -IN SHALL CONFORM TO THE REQUREMENTS OF SECTION 315.08tel OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED U91VG A 10 FOOT STRAIGHTEDGE N ACCORWANCE WITH THE REQUIREMENTS OF SECTION 3/6.07(a1 OF THE AT TOt CATIONS N-1 S I Ni ti. ° T'� "- C i ' , M, . ►, • s, (H.ES 1 ►.' �, -'- CONCRETE 4'r-1 ' i.. ' i RATION C -C ENTRANCE VOLUME ORADE•D�ONHOE N-10 N-17 N•12 - _ , OF TINE [xARSE AGGREGATE SHNl REMAIN + + ""• -� r + • A + ` a ' PURPOSES ONLY. EACH MANHOLE OR DROP INLET 15 TO BE SHAPED y ` DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE POR OUTLET NOWCUALLY TO BEST FIT THE PARTICULAR INLET A(O OUTLET CONFKIURAm AIO FLOW LNCS SECTION B -B PLAN IAC•rL,nn Mfr TDCAT►iCIJT III LIAN114i1I FC EACH SIDE PS PIMA Y IrQMfA TAE HW'IA'6 ON E� SIDE HANDRAIL DESIRABLE MAXIMUM HK#V MORE THiAN 11 VPD D X 3 X L11H 50D 150D V1! S3X BX LOW LESS THAN BOO VPD 99% BX -- - ' - HOTEL Al LowA11 E ENTRANCE GRACE TABLE IS NOT PFIG I f7LV v1 APPLICABLE TO STREET CONNECTIONS �RE� 1 T 'vD°T STANDARD METHOD OF SHAPING �EEER94DN s'E�ATON' METHOD OF TREATMENT REFERENfZ lvDar ASPHALT PAVEMENT WIDENING REFERENCE ROAD IYA EiRUGE STANDARDS OF RDVQAOD �IOGE REVISION DATE & INLET INVERTS ROAD AND BRIDGE STA10lIRDS (CONNECTION FOR STREET INTERSECTIONS AND COMA�ERCUIL ENTRANCES) REVISION DATE SHEET t OF 1 sHEEr 1 OF 1 IiEV1910N DATE 302 SHEET 1 OF T RSTM DATE FOR. WIDENING SUBJECT TO TRAFFIC 5q VIRGINIA DL7°ARTM l OF 'TRANSPORTATION zD3,o4 XMD6 VIRC MA DEPARTMENT OP TR9all"OTTATIDII VERMOU, DEPARTMENT OF TRANSPORTATION 3DS.o2 A BARS A, TO BE EOLMLLYY SPAII FOR MO.OF BARS SEE TAWLE BELOW. A_�_ L III PROPOSED OR BAITS A AND EXISTING WALK, YAAO•ETC - -I C„ t 1 r- BLAHS A AND c � BI I IrL.H'FN BARS C #4 S -2 A J 16 H- ONE BARB TO BE A PLACED UNDER EACH STEP AM TWO UNDER LANDING AS SHOWN. - V1 r tDCO CJ. FT. I I N V2. 0.583 E.U. FT. V3. 0.750 CU. FT. 1%p ir V4. 0.7019 CU. FT. BARS A R ND. 4 FROM PICTORIAL VIEW IT IS SEEN ".T. Y4 E PROPOSED BARS B ND. O OR E70ST.SIDEWALK V • 1g W21$(Ri MNH-p•2V'4 O OR SHOULDER. SUBSTITUTND VALUES OF ELEMENTARY VOLUMES= V • 1000 W4.168(11-11•O.T50MWID.1�418 - Z7 SECTION A-A V - INDICATES TOTAL VOLUME OF STEPS IN CUHIC YARDS. V1 ' VLP5EDjN v tl PU INDICATE ELEMENTARY VOLUMES W - INDICATES CLEAR WIDTH OF STEPS, IN FEET. BETWEEN SDEWAiI N INDICATES NUMBER OF STEPS IN INSTA E LATON EXCILLIS1V OF ADIN0. 1 - INDICATES LENGTH OF SAPS A IN NCHES, Lt - 13AT6N - 8" NUMBER OF BARS A ALD�DLS�TODIBS FROM D FOR STEPS HAVING THREE OR MORE RISERS, AND WALL MEET THE N-1 S I Ni N-71 N-B NA I N-10 N-17 N•12 M -13-25 EACH SIDE PS PIMA Y IrQMfA TAE HW'IA'6 ON E� SIDE HANDRAIL y' AP W- 4' b 8 7 7 8 8 9 10 W -S' 6 7 B B 9 10 11 12 - INDICATES LENGTH OF BARS & N INCHES. L2 : UW + - - MiCATES LENGTH OF BARS C, IN INCHES. LS - 13.4 ON + 1M" ALD�DLS�TODIBS FROM D FOR STEPS HAVING THREE OR MORE RISERS, AND WALL MEET THE FHA ION STEPS LESS THAN 44 NdfS WEE HAVING BOTH 51 5 EICLOSED,AT LEAST PIE HAtERN. A LADING FS 70 BE FRONDED WFEfiE7t DR MORE STEPS IRE tIEQtlRIED. MAXMUM SIZE OF LANDING ID BE W - 1 FOOT X 4 FEET. PREFERABLY ON THE RIGHT SERE DESCENDING. 2 ON STEPS LESS THAN 44 INCHES WIDE HAVING ONE 910E OPEN, ONE HADRAL CN EACH SIDE THIS ITEM MAY BE PRECAST OR CAST N PLACE. S. ON STEPS LESS THAN 44 INCHES WW HAVING BOTH BIDES OPEN. ONE HADRAL ON EACH 3)1X:. CONCRETE TO BE CLASS A3 IF CAST IN PLACE.40DO PSI F PRECAST„ 4.ON STEPS MORE 711UN 44 NOES WIDE BUT LESS THEW 88 INCHES AIDE ONE HANDRAIL ON FOR OTHER MRDTNS THE APPNCUOMATE SPACING OF BANS A N INCHES WILL BE EQUAL TO el WITH A MINIMUM SPACING OF B'. REINFORCING BARS TO BE USED IN INSTALLATIONS OF B OR MORE STtfYS..S.L EACH SIDE PS PIMA Y IrQMfA TAE HW'IA'6 ON E� SIDE HANDRAIL FOR TARU_ATON OF CONCRETE AND STEEL QUANTITIES SEE SHEET 21. STANDARD CONCRETE STEPS FOR 2 :1 SLOPE I ROAD NO 1 STANDARDS REVISION OATS I SHEET 1 OF 2 105 DD4 VIRcIMA D @PAmuill CP TRNNSPORTATIOH 1 s.0"-- •••�- � - -NA %� 6•_0 "-�•� GRINIPPT•!G RAIL NA%. I 41/2,, O.C. .' Ni PIPE PCKET H a GROIN II•DIND ELECTTROCE RAIL EXPANSKOMt JOINTS AT 1 3" MAX. INTERVALS NOT EXCEEDING 30 FEET. 1' -3" POSTS 12- MAIN LAPS (4.375" C.O.) SCHEDULE 90 1 PIPE RETANNG WALL RAL.S 12" MIN. NPS 42 -375" 0.D.) SCHEDULE 40 1 PIPE EXPANSION JOINT PICKETS a" N. NPS 11.05" 0.D.) SCHEDULE 400 PIPE R ° MIN,SOLID STE MONTH RODUND ROO Hi TYPE n PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) TEE ROAD PLANS HR -1 TOR RETAINING XALL DETAILS. MAX. 6'•D I MAX. 0 -- i SOLID MOO TH VIA. ROD (TYP.) OR � P STANDARD PIPE. I ANCHOR EOLTS 4" O.C. j� (TYP.D MIN -�•- 3" MAX. 1 ANCHOR BOLTS SEE ROADWAY PLANS OR TYPICAL SECTIONS FOR DISTANCE 10 4/i NPS SCHEDULE 40 PIP SIDEWALK OR SHARED GRIPPING RAIL GRDIIHLINC USE PATM, ELECTRODE - �" 2'/4' min. MIN ' SOLID STEEL 00TH ROUND RO CONCRETE FOOTING To GRIPPING RAIL DETAIL RE DESIGNED BASED ON 2.. ANC HpR BOLTS (FOR USE ALONG 'SIDEWALKS AND RAMPS) SOIL CONCITiCONS MIN GRIPPING RAIL "ALL BE INSTALLED WHEN THE SIDEWALK 05R RAMP GRACES ARE EQUAL EARTH FOUNDATION DETAIL FAIL DWLL BE NC- IOENTAL 70 THE COST OF G :FOR USE WITH TYPE E& IIIRAJLING51 THE RAILING, - MAX, 4" NIPS 6'T SEE ROAD PNGHS 4'jI" O.C. }`q" NPS PIPE PICKET I FOR RETAINING 14Y" O.C. 3G" SOLID PICKET r4 1 WALL DETAILS. PAL EXPANSION JOINTS AT ­1 111 MA71 INTERVALS NOT EXCEEDING 30 FEET. i POSTS • 2" MIN, NP5 12.375" 0.03 SCHEDULE tlNa PIPE RETAINING WALL PALS 12" MIN. NPS :2.378" 0.0.1 SCHEDULE 410 PIPE EXPANSION JtM'iT PICKETS ' i' MIN. NPS (lA5" t).0.) SCHEDULE 49 PIP 151 MIN OL ID STEEL SMOOTH R21DUN0 F 61R -1 TYPE HI Rlr..YCI F RAILING 105 138 504 -CONCRETE STEPS POSTS ;'Af?' MIN. NPS 1L9q" O.D.) SCHEDULE $D PIPE RAILS =11 /z^ MM. NPS CLOD" O.00 5CIIEOULE 40 PIPE HI TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES 1, THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FPBRtCATICN AND INSTALLATION OF RAILING INCLUDING CONCRETE FOHNDATIONS FOR APPROVAL BY SHE ENGMEER PRIOR TO INSTALLATION, SHOP DRAWINGS SHALL HOLDING INGEA AND LICENSE BY A TO PRACTICE INGIN ENGINEERING IN THE COMMCNWEM.ThR OF VIRGINIA. 2, ALL RAJLING COMPONENTS AND FASTENERS SHALL BE GALVANIZED N ACCORDANCE WITH THE CURRENT ROAD AND DROCE SPECC CATIONS. TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND SHOP GEEAW LAGS ES FOR GALVANIZING SHALL BE INCLUDED IN THE 3, FASTENERS HK0 ASTML Fill ALL ANCHORS BOLTSASMALL�BE'*I ACCORDANCE WITH AA5HT0 M314,01RADE 36, I. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED N THE SHOP DRAWINGS. 5, POSTS SHALL BE MITERED TO MATCH GRACE OF RAMPS, SIDEWALKS, AND STEPS. e. HANDPALS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. a•MTRISRtTEEBOR GRDUN12ING AERIALNSTALLATIDN TO IN ACCORDANCE WITH STD. FE -6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. OOCUMEIiTATION FROM THE ET MANUFACTURER ITH FACE RAILING SYSTEM TSHALL PROJECT WITH INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN ACCORDANCE WITH NOTE 1. 70. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINAL UNIFORM STATCWIOE BUILDING CODE - 11, THIS HANORAL IS 70 BE USED ONLY AS A PROTECTION FOR PEOESTRIMUS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED. U COPY OF THE DRICNAIL SEALED AND) SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE, %VDOT STANDARD HANDRAIL METHOD OF LOCNATING AND ERECTING VIRGINIA OEPAR7WENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 7111 fi01.05 z a w IU.J I EQUAL TO WIDTH OF SIDEWALK' IrYP. CONTRACTION JOINT CURBING e PLAIN 11/4" DEEP CONTRACTION /SCORE JOINT, SPACED EVERY 5'0.(C.; TYP SECTION EXPANSION JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL 1/2" EXPANSION JOINT W/ 1/2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR - ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CON C'' 1 . 1 1. SIDEWALK- .AV '\ I . K- R'IOO\I FINISH \I SI I \V l l l!l TOOLED EDGES PLAN, SECTION P -019 N.T.S. VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com TIH JLNJLN ' JFAIDIDA COd V CE TSp / , QCs 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com Pill 0 U.19 0 LTH OF r Alan G. Franklin Lic. No. 35326 w �sI0NAL 11E,% I ICI 12MONS SCALE: REVISIONS: LANDSCAPE CALCULATIONS I Entrance Corridor Road Frontage ' Reg uirement: 1 Lar a Shade Tree 3 1/2" cal. er 35 Linear Feet of Road Frontage Flowering Ornamental Trees inters ersed amon r9e Shade Trees I i I 5th Street 11580 Linear Feet I Required: 145 Lame Shade Trees 1 jftot Provided: 29 Large Shade Trees OVERALL SITE TREES %- 126 Flowering Ornamental Trees I Existing trees to remain to satisfy remainder of requirement.. AR AG jAmelanchiercanadensis BN Acer Rubrum 'October Glory' 'Autumn Brilliance' �Serviceberry jeetula nigra 'Heritage' jCornus kousa j Red Maple xl3 River Birch Kousa Dogwood 1!2" ,Cal X40' O.C. 8' Ht. AS SHOWN 121/2" Cal. JAS SHOWN 18' Ht. JAS SHOWN Interstate 64 11550 Linear Feet 510 1130 1464 1128 1 32130 11 1430 iI 2320. 3200 Required: 144 Large Shade Trees 37 IN Provided: j 12 Large Shade Trees 4' Ht. ! 10 Flowerinq Ornamental Trees - Existin trees to remain to satisfy remainder of requirement I 14 LS � Interior Parking Lot Trees 12 1/2" Cal. 1AS SHOWN Requirement: 1 Large Shade Tree per 10 Parkinq Spaces 1238 333211 Parking Spaces 389 I PA 1 Platanus x acerifolia I Required: 39 Large Shade Trees 35' O.C. I B &B Provided: 40 Lame Shade Trees it 20118; 21 1 OP Quercus Phellos (Willow Oak 1 Perimeter Parking Lot Trees &B 1 1419 Requirement: 11 Large Shade Tree er 40 Linear Feet of Parking Lot Perimeter j UA Ulmus amencana 'Valley Fore' Americam Elm 3 t/2 "Cal: Perimeter Length 12,978 Linear Feet 1 535 64201 Required: Provided: 75 Large Shade Trees 175 Lar e Shade Trees I Juniperus virginiana (Eastern Red Cedar 4' R. 115' 0. C. I B &B 1 1116 i Tree Canopy 1 Re uirement: j 10% of Total Area I Total Area 555,910 Gross Site Area 1673,873 ( -) Rec. Areas 36,640 ( -) Pond Area 39,204 1 1 ( -) Wetland Area 42,119 Required: Y591 Provided: 128,031 ( +) Tree Save 52,332 ( +) Canopy Bonus 113,083 ( +) Proposed Trees 162,616 PLANT SCHEDULE. I i I QTY. SYMBOL IScientific Name 1common Name ISize Ispacing jftot Notes 10 Year Canopy OVERALL SITE TREES %- I I 63 11 5 AR AG jAmelanchiercanadensis BN Acer Rubrum 'October Glory' 'Autumn Brilliance' �Serviceberry jeetula nigra 'Heritage' jCornus kousa j Red Maple xl3 River Birch Kousa Dogwood 1!2" ,Cal X40' O.C. 8' Ht. AS SHOWN 121/2" Cal. JAS SHOWN 18' Ht. JAS SHOWN 1 B &B B &B B &B B &B 510 1130 1464 1128 1 32130 11 1430 iI 2320. 3200 25 CK 37 IN Ilex x Nellie Stevens Nellie Stevens Holly 4' Ht. 15' O.C. B &B 44 € 1628; 14 LS Li uidambar st raciflua 'Ward' ISweetgurm 12 1/2" Cal. 1AS SHOWN 1238 333211 42 I PA 1 Platanus x acerifolia I London P'lanetree '%j 3 1/2 "Cal. 35' O.C. I B &B j 1479 it 20118; 21 1 OP Quercus Phellos (Willow Oak 2 112" Calf, AS SHOWN 11B &B 1 1419 ( 8799; 12 j UA Ulmus amencana 'Valley Fore' Americam Elm 3 t/2 "Cal: AS SHOWN 1B &B 1 535 64201 56 JV I Juniperus virginiana (Eastern Red Cedar 4' R. 115' 0. C. I B &B 1 1116 11 896; I 626161 W� VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com T E 'I DLX J1 DLX A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com Pq DID 0 0 H OF I Alan G. Franklin Lc. No. 35326 W O W NAIL, 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. AUSED BY 6. ALL C SHALL O BOE AS SPECIFIED ACCORDING TO THE PLANS PLANT DAMAGE SPECIFICATIONS. R INCURRED DURING INSTALLATION. 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. LANDSCAPSOIL A TO A MININUM DEPTH OF 12 "; TYP. 12" 2 -3 i SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE (S SPECIFIED) MIX A EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB --� NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS N SOIL I CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS N TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PER IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER O OPTION 1: VERTICAL (AS SPECIFIED) S STAKING MULCH LAYER - FINISHED GRADE ( (2) STAKES & GUYIN THAN 3" TAPERING UP TO 1" AT TREE P PLANTING SOIL MIX T AROUND THE TREE. AS NECESSARY AT OUTER PIT EDGE G GUYING A MININUM C COMPACT EXCAVATED SOIL H HEIGHT OF TREE ANI TO FORM ROOTBALL PIT ON T THE LOWEST BRANC •11- 121@ 2 -3" D DOWNHILL SIDE OF _ P PLANTING AREA FINISHED GRADE = 11H11_ - III -II I= III -II T '= :.:: A TRENCH EDGE ENTIRE AREA REMOoVE TpP y pF BURLp,P - : ` �` `° = =� 1 11= III -� =_ TO BE = III = III =III •�:•••.�: >:•� ••� ��• PACKAGING AFTER FINAL j- PLACEMENT OF ROOTBALL .= III - III -III„ '•' ••° SCARIFY BASE OF PIT. BREAK 1-jr- THROUGH I1 = F-1 AND LOOSEN ALL - IIIII�1I III; HARDPAN�REMOVE AS NECESSA Y TO FACILITATE PROPER DR�INAGE R00TBA]L,L PITS 19 SECTION z .u! I -1 I,-- .a -.. -ii r `- RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE 12" ROW SPACIING 01 UNLESS OTHERWISE AS SPECIFIIED NOTED CROWN BED 2 -3 "; a `� TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH � ° C)j FINISHED GRADE -1 UNDISTURBED SUBGRADE --� CULTIVATE SOIL WITH ROTO- TILLER TO A MIN. DEPTH OF 12 "; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE MULCH FINISHE L -UUI N.T.S. ROW SPACING r r r - r 4-, r r.+ r , r O.C. r SPACING .- = r ROOTBALL . BED WIDTH PLAN mmm- PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF CULTIVATE SOIL WITH ROTO- TILLER TO PLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12 "; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION � � ®���� ROWS) E SHRUB RUB PLANTING (SINGLE L -UtDS SECTION) PLAN 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. SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. (AS LEAVE CI ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. MULCH LAYER (AS SPECIFIED) _ 24" (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) EDGE OF LANDSCAPE AREA, III PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAKTHROUGH ANY EXISTING "HARD PAIN" \-CULTIVATE SOIL IN AREA TO MINIMUM DEPTH OF 12" 2" AND REMOVE AS NECESSARY TO PROVIDE: GOOD PERCULATION & POSITIVE DRAINAGE. OROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA DETAIL. L -014 N.T.S. B� TREE STAKING OPTIONS fl9 SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED FINISHED = GRADE 1A IAA r q stn -I 11 =1 11 =1 I I I I I_I I I 11 =1 11 =1 11 =1 11 =1 11 1=1 11 =1 I I- 1T -I -1 ELI IT_I =1_I I- III -I I I REFER TO �,_ - III -III -T =III -I -III, � I I I -1 11 =1 I I -1 f i -1! I I I =1 I I -III -I I lEi 1 =111: ROOTBALL DETAIL; -III- „1111 IIIII 11j11II1 IIIIIITIIIIIIMII 111III IIII e NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE- O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED , w FINISHED = GRADE �- III - III -III _- I I 'll���llliilllli _45° I = � VVL-11 Vr 1Lv vv.� L-UO2 N.T.S. STAKING - ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) -rnrc STAKE GALV. WIRE HOSE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. STAKES OIN "HIGH" \ SIDE OF TIREE ONLY. W SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS e 19 ® mail FINISHED GRADE J -IIf= III =III_ IZrII� -I G REFER TO TREE A ROOTBALL PIT DETAIL 19 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 19 SECTION, PLAN NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. FINISHED) GRADE I -11 -III =1 TREE (AS SPECIFIED ON DWGS.) ROW SPACING TYP. 47,TYP STAKING ENLARGE MENT// 450 �-1( I9090I'.,V�I�I L -006 19 ) SECTION N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES ". PERENNIALS /SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAIINAGE TRENCH -I EDGE (TYP.) FINISHED M GRADE =IIII =IIII `\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 7//77/0> PERENNIAL SOIL MIX = _ - =1 11= IIII -IIII= IIII= IIII = IIII = IIII -IIII= (AS SPECIFIED) III =IIII= IIII = IIII =IIII= IIII =' 1111= IIII= IIII= IIII= IIII =IIII =1111 =IIII= IIII =IIII =11 'n -nn =1111= IIII = IIII= IIII =IIII =III' - 1111_ = 1111 =11111= IIII = ZZ IIII = IIII= IIII= IIII = IIII= IIII =" '1= IIII = IIII= IIII =IIII= IIII =IIII= III =111. = IIII =Jill =Jill = IIII= IIII= IIII =1111= ' CULTIVATE SOIL WITH ROTOTILL-R BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6 -8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING L -008 DETAIL, N.T.S. MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE §RLIMULCHIED TYPICAL STAKING: 1 -� 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE -111- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT ROOTBALL DETAIL e MIN. OF Y2 TREE HEIGHT 19 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) SECTION L -003 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) -MULCH (AS SPECIFIED ON DWGS.) / r TREE 7c--STAKE '*--GALV. WIRE ""-HOSE STAKING ENLARGEMENT O DABS PLANTING AND STAKING ON SLOPE SECTION N.T.S. .T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS e 19 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 19 SECTION MULCH LAYER CULTIVATED SOIL SECTION, PLAN N.TS TRENCH EDGE (TYP) V X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX• ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C'RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO 1111 =1111- FORM ROOTBALL PIT ON ' = 1111= 1111 = DOWNHILL SIDE. SHRUB PLANTING ON SLOPE 1111 =III II (SET PLANTS PLUMB) 1111= Inl =un =nn =III III= 1111 = 1111 = 1111 = 1111 = 1111 =':,:. MULCH LAYER (AS SPECIFIED) - 1111=1111 = 1111 - 1111-1111 �11 � °: "''.:: - =1111= 1111 = 1111 = 1111 =1N1 = :r --` -1• - 1111 -1111= _ -III= 24" PLANTING SOIL MIX 1= 1111 = 1111 = 1111 =1111= (AS SPECIFIED) '11= 1111 = 1111 = 1111 =1111 =1111 '11i= 1111= 1111 = 1111 =1111= TRENCH =n11 -1111= 1111 =1111 ____ II_ EDGE =111' 1111= 1111 = 1111 =11 (TYP) ADD EXCAVATED SOIL TO BRING TOP - 11111111��, �IIII� IIII -_IIII OF ROOTBALL TO FINISHED GRADE. 4@1 MIN.-4" TAMP LIGHTLY PRIOR TO SETTING I =1111= 11=1111 - SHRUB TO PREVENT SETTLING. , =IIII =III - IIII =1111 - -'111 =1111= '' = IIII = IIII =1111 SET TOP OF ROOTBALL - 4.. -�iit =IIII- LEVEL WITH FINISHED GRADE. M i • H SHRUB RUB ]PLANTING ON S LOPE L DETAIL 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); 2' MAX TENSIION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W/ MIN. 1' (3) GALV. FLEX'C' RINGS PER POST. LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO IIII IIII- _ FORM ROOTBALL PIT ON '= IIII= IIII= DOWNHILL SIDE. 1111= ; "; °, JUNIPER PLANTING ON SLOPE IIII =III I - (SET PLANTS PLUMB) IIII = IIII =nn =nn =1111 I ;• 111= IIII= IIII= IIII =IIII= III =: ,:, MULCH LAYER (AS SPECIFIED) =1111= IIII= IIII= IIII= IIII =11 '�� =1111 =IIII= IIII =IIII =1111= �` ='�' "= IIII -IIII- _ III= 30" PLANTING SOIL MIX I =IIII= IIII =IIII= IIII (AS SPECIFIED) Ill = 1111 = 1111 = 1111=1111= IIII 111= IIII = IIII =IIII= 1111= '"' TRENCH =ui1 =1111 =IIII =IIII 11 EDGE =111' r -IIII= IIII= IIII =11 .;: (TYP) ADD EXCAVATED SOIL TO BRING TOP 1111- IIII�� IIII -IIII :l'; OF ROOTBALL TO FINISHED GRADE. - 11111- TAMP LIGHTLY PRIOR TO SETTING 4" MIN. SHRUB TO PREVENT SETTLING. = 1111 =111 =1111 = IIII_ M,_=IIII= = IIII =IIII= _1111= SET TOP OF R;OOTBALL -�iiI -1111- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB UB (JUNIPER) PLANTING ON SLOPE L -011 DETAIL 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 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434- 531 -5544 alan @alanfranklinpe.com i i i - l I,,TH OF • /, f�� r Alan G.Tranklin Lic. No. 35326 W O $W NA L ISSUED: AS SII2awUIS SCALE: 1ZEVISYONS: SWE mmm- PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF CULTIVATE SOIL WITH ROTO- TILLER TO PLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12 "; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION � � ®���� ROWS) E SHRUB RUB PLANTING (SINGLE L -UtDS SECTION) PLAN 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. SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. (AS LEAVE CI ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. MULCH LAYER (AS SPECIFIED) _ 24" (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) EDGE OF LANDSCAPE AREA, III PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAKTHROUGH ANY EXISTING "HARD PAIN" \-CULTIVATE SOIL IN AREA TO MINIMUM DEPTH OF 12" 2" AND REMOVE AS NECESSARY TO PROVIDE: GOOD PERCULATION & POSITIVE DRAINAGE. OROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA DETAIL. L -014 N.T.S. B� TREE STAKING OPTIONS fl9 SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED FINISHED = GRADE 1A IAA r q stn -I 11 =1 11 =1 I I I I I_I I I 11 =1 11 =1 11 =1 11 =1 11 1=1 11 =1 I I- 1T -I -1 ELI IT_I =1_I I- III -I I I REFER TO �,_ - III -III -T =III -I -III, � I I I -1 11 =1 I I -1 f i -1! I I I =1 I I -III -I I lEi 1 =111: ROOTBALL DETAIL; -III- „1111 IIIII 11j11II1 IIIIIITIIIIIIMII 111III IIII e NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE- O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED , w FINISHED = GRADE �- III - III -III _- I I 'll���llliilllli _45° I = � VVL-11 Vr 1Lv vv.� L-UO2 N.T.S. STAKING - ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) -rnrc STAKE GALV. WIRE HOSE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. STAKES OIN "HIGH" \ SIDE OF TIREE ONLY. W SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS e 19 ® mail FINISHED GRADE J -IIf= III =III_ IZrII� -I G REFER TO TREE A ROOTBALL PIT DETAIL 19 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 19 SECTION, PLAN NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. FINISHED) GRADE I -11 -III =1 TREE (AS SPECIFIED ON DWGS.) ROW SPACING TYP. 47,TYP STAKING ENLARGE MENT// 450 �-1( I9090I'.,V�I�I L -006 19 ) SECTION N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES ". PERENNIALS /SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAIINAGE TRENCH -I EDGE (TYP.) FINISHED M GRADE =IIII =IIII `\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 7//77/0> PERENNIAL SOIL MIX = _ - =1 11= IIII -IIII= IIII= IIII = IIII = IIII -IIII= (AS SPECIFIED) III =IIII= IIII = IIII =IIII= IIII =' 1111= IIII= IIII= IIII= IIII =IIII =1111 =IIII= IIII =IIII =11 'n -nn =1111= IIII = IIII= IIII =IIII =III' - 1111_ = 1111 =11111= IIII = ZZ IIII = IIII= IIII= IIII = IIII= IIII =" '1= IIII = IIII= IIII =IIII= IIII =IIII= III =111. = IIII =Jill =Jill = IIII= IIII= IIII =1111= ' CULTIVATE SOIL WITH ROTOTILL-R BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6 -8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING L -008 DETAIL, N.T.S. MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE §RLIMULCHIED TYPICAL STAKING: 1 -� 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE -111- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT ROOTBALL DETAIL e MIN. OF Y2 TREE HEIGHT 19 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) SECTION L -003 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) -MULCH (AS SPECIFIED ON DWGS.) / r TREE 7c--STAKE '*--GALV. WIRE ""-HOSE STAKING ENLARGEMENT O DABS PLANTING AND STAKING ON SLOPE SECTION N.T.S. .T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS e 19 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 19 SECTION MULCH LAYER CULTIVATED SOIL SECTION, PLAN N.TS TRENCH EDGE (TYP) V X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX• ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C'RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO 1111 =1111- FORM ROOTBALL PIT ON ' = 1111= 1111 = DOWNHILL SIDE. SHRUB PLANTING ON SLOPE 1111 =III II (SET PLANTS PLUMB) 1111= Inl =un =nn =III III= 1111 = 1111 = 1111 = 1111 = 1111 =':,:. MULCH LAYER (AS SPECIFIED) - 1111=1111 = 1111 - 1111-1111 �11 � °: "''.:: - =1111= 1111 = 1111 = 1111 =1N1 = :r --` -1• - 1111 -1111= _ -III= 24" PLANTING SOIL MIX 1= 1111 = 1111 = 1111 =1111= (AS SPECIFIED) '11= 1111 = 1111 = 1111 =1111 =1111 '11i= 1111= 1111 = 1111 =1111= TRENCH =n11 -1111= 1111 =1111 ____ II_ EDGE =111' 1111= 1111 = 1111 =11 (TYP) ADD EXCAVATED SOIL TO BRING TOP - 11111111��, �IIII� IIII -_IIII OF ROOTBALL TO FINISHED GRADE. 4@1 MIN.-4" TAMP LIGHTLY PRIOR TO SETTING I =1111= 11=1111 - SHRUB TO PREVENT SETTLING. , =IIII =III - IIII =1111 - -'111 =1111= '' = IIII = IIII =1111 SET TOP OF ROOTBALL - 4.. -�iit =IIII- LEVEL WITH FINISHED GRADE. M i • H SHRUB RUB ]PLANTING ON S LOPE L DETAIL 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); 2' MAX TENSIION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W/ MIN. 1' (3) GALV. FLEX'C' RINGS PER POST. LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO IIII IIII- _ FORM ROOTBALL PIT ON '= IIII= IIII= DOWNHILL SIDE. 1111= ; "; °, JUNIPER PLANTING ON SLOPE IIII =III I - (SET PLANTS PLUMB) IIII = IIII =nn =nn =1111 I ;• 111= IIII= IIII= IIII =IIII= III =: ,:, MULCH LAYER (AS SPECIFIED) =1111= IIII= IIII= IIII= IIII =11 '�� =1111 =IIII= IIII =IIII =1111= �` ='�' "= IIII -IIII- _ III= 30" PLANTING SOIL MIX I =IIII= IIII =IIII= IIII (AS SPECIFIED) Ill = 1111 = 1111 = 1111=1111= IIII 111= IIII = IIII =IIII= 1111= '"' TRENCH =ui1 =1111 =IIII =IIII 11 EDGE =111' r -IIII= IIII= IIII =11 .;: (TYP) ADD EXCAVATED SOIL TO BRING TOP 1111- IIII�� IIII -IIII :l'; OF ROOTBALL TO FINISHED GRADE. - 11111- TAMP LIGHTLY PRIOR TO SETTING 4" MIN. SHRUB TO PREVENT SETTLING. = 1111 =111 =1111 = IIII_ M,_=IIII= = IIII =IIII= _1111= SET TOP OF R;OOTBALL -�iiI -1111- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB UB (JUNIPER) PLANTING ON SLOPE L -011 DETAIL 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 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434- 531 -5544 alan @alanfranklinpe.com i i i - l I,,TH OF • /, f�� r Alan G.Tranklin Lic. No. 35326 W O $W NA L ISSUED: AS SII2awUIS SCALE: 1ZEVISYONS: SWE EDGE OF LANDSCAPE AREA, III PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAKTHROUGH ANY EXISTING "HARD PAIN" \-CULTIVATE SOIL IN AREA TO MINIMUM DEPTH OF 12" 2" AND REMOVE AS NECESSARY TO PROVIDE: GOOD PERCULATION & POSITIVE DRAINAGE. OROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA DETAIL. L -014 N.T.S. B� TREE STAKING OPTIONS fl9 SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED FINISHED = GRADE 1A IAA r q stn -I 11 =1 11 =1 I I I I I_I I I 11 =1 11 =1 11 =1 11 =1 11 1=1 11 =1 I I- 1T -I -1 ELI IT_I =1_I I- III -I I I REFER TO �,_ - III -III -T =III -I -III, � I I I -1 11 =1 I I -1 f i -1! I I I =1 I I -III -I I lEi 1 =111: ROOTBALL DETAIL; -III- „1111 IIIII 11j11II1 IIIIIITIIIIIIMII 111III IIII e NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE- O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED , w FINISHED = GRADE �- III - III -III _- I I 'll���llliilllli _45° I = � VVL-11 Vr 1Lv vv.� L-UO2 N.T.S. STAKING - ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) -rnrc STAKE GALV. WIRE HOSE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. STAKES OIN "HIGH" \ SIDE OF TIREE ONLY. W SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS e 19 ® mail FINISHED GRADE J -IIf= III =III_ IZrII� -I G REFER TO TREE A ROOTBALL PIT DETAIL 19 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 19 SECTION, PLAN NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. FINISHED) GRADE I -11 -III =1 TREE (AS SPECIFIED ON DWGS.) ROW SPACING TYP. 47,TYP STAKING ENLARGE MENT// 450 �-1( I9090I'.,V�I�I L -006 19 ) SECTION N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES ". PERENNIALS /SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAIINAGE TRENCH -I EDGE (TYP.) FINISHED M GRADE =IIII =IIII `\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 7//77/0> PERENNIAL SOIL MIX = _ - =1 11= IIII -IIII= IIII= IIII = IIII = IIII -IIII= (AS SPECIFIED) III =IIII= IIII = IIII =IIII= IIII =' 1111= IIII= IIII= IIII= IIII =IIII =1111 =IIII= IIII =IIII =11 'n -nn =1111= IIII = IIII= IIII =IIII =III' - 1111_ = 1111 =11111= IIII = ZZ IIII = IIII= IIII= IIII = IIII= IIII =" '1= IIII = IIII= IIII =IIII= IIII =IIII= III =111. = IIII =Jill =Jill = IIII= IIII= IIII =1111= ' CULTIVATE SOIL WITH ROTOTILL-R BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6 -8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING L -008 DETAIL, N.T.S. MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE §RLIMULCHIED TYPICAL STAKING: 1 -� 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE -111- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT ROOTBALL DETAIL e MIN. OF Y2 TREE HEIGHT 19 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) SECTION L -003 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) -MULCH (AS SPECIFIED ON DWGS.) / r TREE 7c--STAKE '*--GALV. WIRE ""-HOSE STAKING ENLARGEMENT O DABS PLANTING AND STAKING ON SLOPE SECTION N.T.S. .T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS e 19 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 19 SECTION MULCH LAYER CULTIVATED SOIL SECTION, PLAN N.TS TRENCH EDGE (TYP) V X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX• ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C'RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO 1111 =1111- FORM ROOTBALL PIT ON ' = 1111= 1111 = DOWNHILL SIDE. SHRUB PLANTING ON SLOPE 1111 =III II (SET PLANTS PLUMB) 1111= Inl =un =nn =III III= 1111 = 1111 = 1111 = 1111 = 1111 =':,:. MULCH LAYER (AS SPECIFIED) - 1111=1111 = 1111 - 1111-1111 �11 � °: "''.:: - =1111= 1111 = 1111 = 1111 =1N1 = :r --` -1• - 1111 -1111= _ -III= 24" PLANTING SOIL MIX 1= 1111 = 1111 = 1111 =1111= (AS SPECIFIED) '11= 1111 = 1111 = 1111 =1111 =1111 '11i= 1111= 1111 = 1111 =1111= TRENCH =n11 -1111= 1111 =1111 ____ II_ EDGE =111' 1111= 1111 = 1111 =11 (TYP) ADD EXCAVATED SOIL TO BRING TOP - 11111111��, �IIII� IIII -_IIII OF ROOTBALL TO FINISHED GRADE. 4@1 MIN.-4" TAMP LIGHTLY PRIOR TO SETTING I =1111= 11=1111 - SHRUB TO PREVENT SETTLING. , =IIII =III - IIII =1111 - -'111 =1111= '' = IIII = IIII =1111 SET TOP OF ROOTBALL - 4.. -�iit =IIII- LEVEL WITH FINISHED GRADE. M i • H SHRUB RUB ]PLANTING ON S LOPE L DETAIL 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); 2' MAX TENSIION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W/ MIN. 1' (3) GALV. FLEX'C' RINGS PER POST. LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO IIII IIII- _ FORM ROOTBALL PIT ON '= IIII= IIII= DOWNHILL SIDE. 1111= ; "; °, JUNIPER PLANTING ON SLOPE IIII =III I - (SET PLANTS PLUMB) IIII = IIII =nn =nn =1111 I ;• 111= IIII= IIII= IIII =IIII= III =: ,:, MULCH LAYER (AS SPECIFIED) =1111= IIII= IIII= IIII= IIII =11 '�� =1111 =IIII= IIII =IIII =1111= �` ='�' "= IIII -IIII- _ III= 30" PLANTING SOIL MIX I =IIII= IIII =IIII= IIII (AS SPECIFIED) Ill = 1111 = 1111 = 1111=1111= IIII 111= IIII = IIII =IIII= 1111= '"' TRENCH =ui1 =1111 =IIII =IIII 11 EDGE =111' r -IIII= IIII= IIII =11 .;: (TYP) ADD EXCAVATED SOIL TO BRING TOP 1111- IIII�� IIII -IIII :l'; OF ROOTBALL TO FINISHED GRADE. - 11111- TAMP LIGHTLY PRIOR TO SETTING 4" MIN. SHRUB TO PREVENT SETTLING. = 1111 =111 =1111 = IIII_ M,_=IIII= = IIII =IIII= _1111= SET TOP OF R;OOTBALL -�iiI -1111- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB UB (JUNIPER) PLANTING ON SLOPE L -011 DETAIL 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 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434- 531 -5544 alan @alanfranklinpe.com i i i - l I,,TH OF • /, f�� r Alan G.Tranklin Lic. No. 35326 W O $W NA L ISSUED: AS SII2awUIS SCALE: 1ZEVISYONS: SWE VVL-11 Vr 1Lv vv.� L-UO2 N.T.S. STAKING - ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) -rnrc STAKE GALV. WIRE HOSE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. STAKES OIN "HIGH" \ SIDE OF TIREE ONLY. W SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS e 19 ® mail FINISHED GRADE J -IIf= III =III_ IZrII� -I G REFER TO TREE A ROOTBALL PIT DETAIL 19 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 19 SECTION, PLAN NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. FINISHED) GRADE I -11 -III =1 TREE (AS SPECIFIED ON DWGS.) ROW SPACING TYP. 47,TYP STAKING ENLARGE MENT// 450 �-1( I9090I'.,V�I�I L -006 19 ) SECTION N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES ". PERENNIALS /SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAIINAGE TRENCH -I EDGE (TYP.) FINISHED M GRADE =IIII =IIII `\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 7//77/0> PERENNIAL SOIL MIX = _ - =1 11= IIII -IIII= IIII= IIII = IIII = IIII -IIII= (AS SPECIFIED) III =IIII= IIII = IIII =IIII= IIII =' 1111= IIII= IIII= IIII= IIII =IIII =1111 =IIII= IIII =IIII =11 'n -nn =1111= IIII = IIII= IIII =IIII =III' - 1111_ = 1111 =11111= IIII = ZZ IIII = IIII= IIII= IIII = IIII= IIII =" '1= IIII = IIII= IIII =IIII= IIII =IIII= III =111. = IIII =Jill =Jill = IIII= IIII= IIII =1111= ' CULTIVATE SOIL WITH ROTOTILL-R BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6 -8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING L -008 DETAIL, N.T.S. MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE §RLIMULCHIED TYPICAL STAKING: 1 -� 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE -111- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT ROOTBALL DETAIL e MIN. OF Y2 TREE HEIGHT 19 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) SECTION L -003 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) -MULCH (AS SPECIFIED ON DWGS.) / r TREE 7c--STAKE '*--GALV. WIRE ""-HOSE STAKING ENLARGEMENT O DABS PLANTING AND STAKING ON SLOPE SECTION N.T.S. .T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS e 19 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 19 SECTION MULCH LAYER CULTIVATED SOIL SECTION, PLAN N.TS TRENCH EDGE (TYP) V X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX• ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C'RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO 1111 =1111- FORM ROOTBALL PIT ON ' = 1111= 1111 = DOWNHILL SIDE. SHRUB PLANTING ON SLOPE 1111 =III II (SET PLANTS PLUMB) 1111= Inl =un =nn =III III= 1111 = 1111 = 1111 = 1111 = 1111 =':,:. MULCH LAYER (AS SPECIFIED) - 1111=1111 = 1111 - 1111-1111 �11 � °: "''.:: - =1111= 1111 = 1111 = 1111 =1N1 = :r --` -1• - 1111 -1111= _ -III= 24" PLANTING SOIL MIX 1= 1111 = 1111 = 1111 =1111= (AS SPECIFIED) '11= 1111 = 1111 = 1111 =1111 =1111 '11i= 1111= 1111 = 1111 =1111= TRENCH =n11 -1111= 1111 =1111 ____ II_ EDGE =111' 1111= 1111 = 1111 =11 (TYP) ADD EXCAVATED SOIL TO BRING TOP - 11111111��, �IIII� IIII -_IIII OF ROOTBALL TO FINISHED GRADE. 4@1 MIN.-4" TAMP LIGHTLY PRIOR TO SETTING I =1111= 11=1111 - SHRUB TO PREVENT SETTLING. , =IIII =III - IIII =1111 - -'111 =1111= '' = IIII = IIII =1111 SET TOP OF ROOTBALL - 4.. -�iit =IIII- LEVEL WITH FINISHED GRADE. M i • H SHRUB RUB ]PLANTING ON S LOPE L DETAIL 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); 2' MAX TENSIION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W/ MIN. 1' (3) GALV. FLEX'C' RINGS PER POST. LOCATE AT TOP OF SLOPE. _ USE EXCAVATED SOIL TO IIII IIII- _ FORM ROOTBALL PIT ON '= IIII= IIII= DOWNHILL SIDE. 1111= ; "; °, JUNIPER PLANTING ON SLOPE IIII =III I - (SET PLANTS PLUMB) IIII = IIII =nn =nn =1111 I ;• 111= IIII= IIII= IIII =IIII= III =: ,:, MULCH LAYER (AS SPECIFIED) =1111= IIII= IIII= IIII= IIII =11 '�� =1111 =IIII= IIII =IIII =1111= �` ='�' "= IIII -IIII- _ III= 30" PLANTING SOIL MIX I =IIII= IIII =IIII= IIII (AS SPECIFIED) Ill = 1111 = 1111 = 1111=1111= IIII 111= IIII = IIII =IIII= 1111= '"' TRENCH =ui1 =1111 =IIII =IIII 11 EDGE =111' r -IIII= IIII= IIII =11 .;: (TYP) ADD EXCAVATED SOIL TO BRING TOP 1111- IIII�� IIII -IIII :l'; OF ROOTBALL TO FINISHED GRADE. - 11111- TAMP LIGHTLY PRIOR TO SETTING 4" MIN. SHRUB TO PREVENT SETTLING. = 1111 =111 =1111 = IIII_ M,_=IIII= = IIII =IIII= _1111= SET TOP OF R;OOTBALL -�iiI -1111- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB UB (JUNIPER) PLANTING ON SLOPE L -011 DETAIL 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 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434- 531 -5544 alan @alanfranklinpe.com i i i - l I,,TH OF • /, f�� r Alan G.Tranklin Lic. No. 35326 W O $W NA L ISSUED: AS SII2awUIS SCALE: 1ZEVISYONS: SWE IN 520.20 OUT 520.00 u or 10, 20' 40' 80' PPr)Pr).qFn;=YTr-M.q1r)N r);:.q" ArRARAN TMP 90-35V WILSON TERMINAL CORP. n R Q7A P A7A A77 01 AT RIM 518 .PO MB EX. EOP s s IN'V.IN,513.231. NV. OU 513.03 _ss s IF 47 OS9 s UGT VQT UG7- OF -fe 520 si 6SP QE41p�C " ti UGT-- ---___ . . ............. UGT UGT U s SGT UGT S s WAM UGT Os' s ......................... x X UG'r UGT 72 UGT --- UGT UGT 18CED37 519.73 UGT 520 — U(GT-- 520 UGT UGT UGT U 0 GT UGT UGT YGT PPS <FOC GT UGT UGT MB UGT UGT __ _ �.. = UGT UGT_-°_ 6b- T -------- ZZ_ uGf UGT UGT ----777 T— UGT UGT UG 0 ROUTE 20 OFF-SITE SANITARY SEWER PLAN I w Z ?_V S_ s US.S.'003 LL F-SITE'-. C/ ­EASE�MENT, TYP. s__ UP ....... ........ _s ... ........ . . . S --_a9L_LF 60F_q:_PVc@1'00*----- GW 0- ------- LL ss s 2 s OS7 — s RIM 518.00 000/' INV. IN 511.31 ss c INVJOUT 511.11 RIM 512.00 UGT INV. IN 505.06 UGT C) .OUT .................. J 6-A48 j- /+ UGT \JGT \JGI UGN \3GV WOO 3GI 1kill Sic) 00 - ----- UGT FPOST"— UGT ------- 0 `170 r PP13 <FOC UG-r ON--- UG'r r10 UG r UGT _�--UGT­_ UGT UGT -UGT UGT —,-,UGT TRIPLE 12ELM30 M?CED30 50716 of 10, 201 40' 80' ROUTE 20 OFF-SITE SANITARY SEWER PLAN VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com T "DIDA r__djrxX% CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA ' VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com • 'VTH op "�O� Lc. No. 35326 O r;q, 'Z&NAL ISSUED: SCALE: REVISIONS: 12-07-151 PI = 20' TMP 90-35P BETTY LEE PROPERTIES, LLC D.B. 4195 P. 182 D.B. 976 P. 474, 477 TMP 90-35N PLAT D.B. 928 P. 237 PLAT HA TMA KER A VIA TION, LLC D. B. 1977 P. 416 D. B. 391 P. 525, 527 GW GW 1 FLA TD D.B. 390 P 267 PLAT TMP 90-35A4 RIM 518 GRACE D. DU VAL CIO GRACE 0BRIEN GW INV. IN 509.22 D.B. 414 P. 515 INV. OUT 509.02 D B 390 P 264, 267 PLAT GW GW OHT TEL PED UP -TV-- MON INGRESSANDEGRZ�S_S pHE0 x lu EA SEMEN T FOR TMP ME '--TP ss 520 QHT 90-35N Os 520 s ----!71 520 MB — P IDT -S s s �m� P, I I w Z ?_V S_ s US.S.'003 LL F-SITE'-. C/ ­EASE�MENT, TYP. s__ UP ....... ........ _s ... ........ . . . S --_a9L_LF 60F_q:_PVc@1'00*----- GW 0- ------- LL ss s 2 s OS7 — s RIM 518.00 000/' INV. IN 511.31 ss c INVJOUT 511.11 RIM 512.00 UGT INV. IN 505.06 UGT C) .OUT .................. J 6-A48 j- /+ UGT \JGT \JGI UGN \3GV WOO 3GI 1kill Sic) 00 - ----- UGT FPOST"— UGT ------- 0 `170 r PP13 <FOC UG-r ON--- UG'r r10 UG r UGT _�--UGT­_ UGT UGT -UGT UGT —,-,UGT TRIPLE 12ELM30 M?CED30 50716 of 10, 201 40' 80' ROUTE 20 OFF-SITE SANITARY SEWER PLAN VITO CETTA, AIA Planner and Developer 434-531-2192 vitocetta@me.com T "DIDA r__djrxX% CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA ' VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com • 'VTH op "�O� Lc. No. 35326 O r;q, 'Z&NAL ISSUED: SCALE: REVISIONS: 12-07-151 PI = 20' \ UNKNOWN TMP 91 -16A I WAL AC M. HUGHESS AND ` \ WNER D.B. 317 P. 552, 554 PLAT 50 D.B. 25 INGRESS /EGRESS ESMT IDA 321 .250 D.B. 396 P. 116 D.B. 317 P. TMP 91 -16B D.B. 317 P. 552, 554 PLAT PL,Q T \ 552, 554 PLAT ALFRED L. AND JOYCE W. BERRY 25' INGRESS /EGRESS ESMT \ \ GW 0f 10, 0' 40' 80' \ D.B. 402 P. 389 D.B. 321 P. 250 PLAT \ � RIM 499.00 GW 1 \ \ INV. IN 490.83 , INV. OUT 490.63 ~` 50' OUT LOT / OS2 LF jf� OF S PVC @ 1.0 ° UP OHE OHTOHTV 8° PVC . -'OFF S S \ OsS s UP Q Z • MO USTED w OHE UHT OHTV OHE - �' _ g. O X _ RIM 492 t j UP - / —r.. . $, x-- - - �_�_ �X.��,X INV. IN_488.47 m E HT TV _ _ =_ / - J r � t � $ ' i •� _- .__ ,, - --=- -_ �c INV: OUT'488.27. 0 � W ui - -- - - - - 81 _ 1 - EM - _.. S S --- - - ti i' S __ } RIM 498 i — — — g� S g -' - INV. IN 491.78/' _ S � - - - 8V S: . 'O - __.. - -- INV. OUT �' - --- 492.58 RIM 511.00 `'- INV. IN 503.47 INV. OUT 503.27 f _ - r ----- U UGT -- U 510 -_ __ _- UGT UGT GT - - f UGT UGT UGT UGT 4 UGT UGT - UGT UGT UGT —�- UG - - -- - _ - - - - UGT _. - '- - - ,_ ._ - -� -- _ , -- = =- - UGT U = _..-- fir- " - 90 - - - - ...._ - -- -- -- - - GT - --�- -- T G � f '�.`_ iF T UGT UGT � JUG -- --- _ _ -- J _ - UGT UGT �..G -- UGT - UGT UGT - Y UGT ---- UGT - UGT - /' Pg MCED30 r* ' "_'-- -- SDW25 U GT yC1H MON <BUSTED r ' %" - �..�� UGT �_ `" 498.50 %'' i ` _ -`:-- UGT T UGT ---- -_ . " -�- -�_ -` _�- 18CED30 _ -� UGT_, -- UGT ._ - - - -- - "�"�'b1.67 .,. ---- / _._. _ -- - - - _` UG _ - -' "�03.'T�� ,-- - - .-= � � eC5 -" . -- - - - -- _ _ _._ -'" : -,.. -'� ''--- UGT TMP 91-18 15CED20 506.63 J VDH MON <BUSTED - - WEND>ELL W. WOOD _ _ _ D.B. 1727 P. 674, 677 PLAT D.B. 1707 P. , -- ' _ 5 - i 582 D.B. 1571 P.245,246 PLAT D.B. 288 P. f 347 COMM. OF VA D.B. 279 P. 493 PLAT TMP 91 -16A 1 ALBEMARLE CARTER MOUNTAINS MANAGEMENT CO. LLC D.B. 3480 P. 68 D.B. 2940 P. 532 -533 PLAT D.B. 1080 P. 173 PLAT - -- EX 1 V U U 0 'r_ g -- - "487.17 OF VP f, C S S..'OFF -SITU M 498.43 – SM H PAD �S _ -_ 'tNV. IN 48737 P__ _ QU* 487i17 498.43 UP- 4TR1 8'14 � r62 ® o IF ' i 1 �4 ROUTE 20 OFF-SITE SANITARY SEWER PLAN 1 1 —_ S -- S —_ S S _ -._ -- — S 1 _ J S �- --- S S S 1 - - S 1 20'6A N1 TA R Y SEWER EASEMENT D.B. 1 2940 P. 532 1 APPROX. LOCATION 15' VEPCO EASEMENT D. B. T /MP 91 -16A 1 TMP 3479 P. 336 9 1- 16A2 ALBEMARLE �\ �e CARTER MOUNTAINS MAANAGEMENT CO., LLC D.B. 3480 P. 31, 44 y \� PLLAT 40 ` TEL PED I!'�•��1 I I _'tl► )I I - X 11 �I� \\ I211 1''I 0 0' 10' 20' 40' 0 VITO CETTA, AIA Planner and Developer 434 -531 -2192 vitocetta @me.com TE1xD1%,1xD1N.A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller@terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com PH PH e_11 PH Z,TH OF j Alan G. Franklin 11c. No. 35326 W O �W ti tr'J,s j o NAL ISSUED: SCALE: REVISIONS: SHEET I2 -07 -15 P9 =20' OF 24 45° FIG. W -3 BEND DIMENSIONS VOL. TEE AND PLUGS FIG. W -5 SIZE MAX L TD -14 CUND. (FEET) CUND. TD -18 HYDRANT FIG. W-4 2 L H T L H T FINISHED GRADE 90 2.50 EQUIPPED TH CHARLOTTES- NOTES: Q NO. H -15068 (11/2', 2" (INLET & 610A FORD NO. L02-44 (1') _ OUTLET) 4" & 6" 45 2.00 2.25 2.60 MUELLEDR CENTURION (AA23) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP 1 0.15 (I� (( APPROVED EQUAL 221/2 1.50 45 ° 2.52 0.10 METER OR APPROVED EQUAL 1 THE LOCAL STANDARD. 111/4 FREE OF CONCRETE. 45 °' ° 2.50 0.10 M NECESSARY MUELLER NO. H -15000 FORD NO. PLACE 5' GALV. "' WITNESS" POST PAINTED f4 3.16 LENGTH OF BRANCH VARIES 0.48 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE MAX _ _ _ _ 2.66 2.66 2.77 0.26 BLUE TO INDICATE VALVE LOCATION AS 8" 6' MIN 1.66 2' TO 10' 2.69 0.13 FIRE HYDRANT ( INCLUDING DITCHES) 2.91 2.66 0.32 111/4 D 2.16 2.67 0.13 DIRECTED. MARKER LOCATION MAY BE SUBJECT (270 °) 90 4.83 3.83 3.42 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE I a PLUG I 45 3.33 3.58 d 0.43 3.83 TO HIGHWAY DEPARTMENT APPROVAL. 2.83 0.52 vALVE Box 2.33 HYDRANT AND VALVE BOX. 2.86 0.24 111/4 1.83 2.33 2.84 0.18 7 CU. FT. 18" GRAVEL I 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE 2 FINISHED GRADE DITCH. _ 36 "MIN ; '<r e' ►r 6" GATE VALVE 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS 7 1 1 8 "XW WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES 2500 P.S.I. CON CRETE SHALL BE PLUGGED AND THE HYDRANT SHALL BE FOR ALL BENDS FOR TEE OR WYE FITTINGS 0 BASE AND THRUST PUMPED DRY. AGAINST BLOCK I I �= ADJUSTABLE VALVE BOX W/ LID UNDISTURBED BILE WIDEN TRENCH TO ACCOMMODATE I I == BINGHAM & TAYLOR FIG. NO. 4905 SOIL. STEEL PILE _ ANCHOR IF U (SCREW TYPE) OR APPROVED EQUAL 3/4' THREADED RODS PO 45c 45 ° Z WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. MIN REQUIRED. MIN A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED d THREADED RODS IN ADDITION TO POURING BEDDING AS Z N CONCRETE. IF NECESSARY, A STEEL PILE REQUIRED I D' SHALL BE USED AS ADDITIONAL SUPPORT _ P415� M T Jl PICAL FIRE JL JLYJLI��ANT ASSEAd' " JL PLUG �� DETAIL U -004 ol MIN 450 N.T.S. T M.J. GATE VALVE SECTION 1 -1 SECTION 2 -2 - - - - - FIG• W -7 COVER LIFT NOTCH - - - - - TD -20 14112' PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CUND. (FEET) CUND. NOTE: BEND 1) SADDLES SHALL BE USED ON PVC PIPE. L H T L H T FINISHED GRADE 90 2.50 2.50 3.01 0.24 NO. H -15068 (11/2', 2" (INLET & UNPAVED AREAS FORD NO. L02-44 (1') _ OUTLET) 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 (I� (( APPROVED EQUAL 221/2 1.50 2.00 2.52 0.10 METER 111/4 1.50 2.00 2.50 0.10 CORPORATION STOP (1 ", 11/2 ", 2") NECESSARY MUELLER NO. H -15000 FORD NO. 90 3.66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.26 8" 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 111/4 1.83 2.33 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. CONCRETE THIIRUST BB LOC S SECTION GOOD FOUNDATION MATERIAL UNSTABLE SOIL * 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 INITIAL BACKFILL E ROCK UNDER -CUT CONDITION DDING 'TONE NOTE: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ;TONE Z - STABLE SOIL OR ROCK '' lloll . IV: I. A1.l..�VII��� \,Al:>;Il��l�)I \�� WATER LINE I4 I Ia 2500 P.S.I. CONCRETE d 2'x 2' BEARING AREA THRUST BLOCK a a Q NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE �22)DETAIL N..T.S. T.S. FIG. W -2 TD -13 d a 6" MIN.1, 17.5" 6" MIN. d '. p ° ° .' ° .,° ° Z �t v' 60" 36" d 17.5" e a ° ti m Z WINGNUT LOCKING ASSEMBLY ' 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 IMASONARY BLOCK SHALL BE 8 ". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (129) METER) 123/8' r WATER CAST IRON LID NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2,200 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 BRICK AND /OR BLOCK TO INCREASE DEPTH TO 24" 18" ROR 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) ('_D� TYPICAL METEIR ]BOXES (5/8)) e 199 METERS). �2 N..T.S. T.S. DETAIL FIG. W -7B TD -22 3 _ CERTIFICATION OF 95% COMPACTION REQUIRED GALVANIZED STEEL E W12 X 14 (MIN. SIZE & MIN. PENETRATION INTO UN SOIL, OR AS APPROVED BY TH SERVICE AUTHORITY. SIIDE VIEW 4' MINIMUM M ❑ O 1" TYPE "K" SOFT COPPER 1 "x1 "x1" TEE ❑O NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER ❑ Qp 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 ( E _� TYPdCAY. SEgtVICE LATERAL INSTAL]LATION �22 )SECTION N..T.S. T.S. 51LE 13HAN(;H E VALVE THE SAN WATER MAIN Iii %14x1 VARIFS M.J. PLUG nvv VHLVG TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON -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 BOX NO. 57 STONE M.J. FITTING;_ T 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS - VARIES VARIES 2" GALV. OR BRASS PIPE 50 2" THREADED TAP PLUG DEAD END (TYPE "A") %H1 TYPICAL THRUST BLOCK IN FILL AREA BLOW-OFF I ASSEMBLY U -010 N.T.S. FIG. W -8 TD -16 DETAIL 22 DETAIL U-017 22 DETAIL U-032 \,,,, �2 TYPICAL U-014 N.T.S. N.T.S. N.T.S. VITO CETTA, AIA Planner and Developer 434 - 531 -2192 vitocetta @me.com T 7r-. -j'A J1 LDX 'I LDX A ` 0" CE.PTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com f r - - i - a o�'ptiTH OF r • Vo � Alan G. Franklin Lic. No. 35326 W O �v . NAL ISSUED: 12 -07 -15 SCALE: AS SHOWN REVISIONS: 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. FCAST IRON LID 11- 1I1 I- III -1 I III- 1I1= 1I1 =JELIHIII� FINISHED GRADE -1I 1/4 BEND COUPLING (IF REQUIRED) L0CKW11NG BROOKS 2200 SERIES BOX WITH I I I MUELLER NO. H -15069 (1 -) BALL VAV EXTENSION OR APPROVED EQUAL IN NO. H -15068 (11/2', 2" (INLET & UNPAVED AREAS FORD NO. L02-44 (1') _ OUTLET) I _ N0. L02 -66 (11/2') -I (I COPPERSETTER (PLACED ON STONE) NO. L02 -77 (2) III II I ( I McDONALD 20 -209 WWDD 33 OR OR APPROVED EQUAL (I� (( APPROVED EQUAL m -I I 1= �s �•:�,�,,� ,q�g METER 4" STONE BEDDING x--111 BRICK AS CORPORATION STOP (1 ", 11/2 ", 2") NECESSARY MUELLER NO. H -15000 FORD NO. F -600, OR APPROVED EQUAL ( E _� TYPdCAY. SEgtVICE LATERAL INSTAL]LATION �22 )SECTION N..T.S. T.S. 51LE 13HAN(;H E VALVE THE SAN WATER MAIN Iii %14x1 VARIFS M.J. PLUG nvv VHLVG TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON -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 BOX NO. 57 STONE M.J. FITTING;_ T 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS - VARIES VARIES 2" GALV. OR BRASS PIPE 50 2" THREADED TAP PLUG DEAD END (TYPE "A") %H1 TYPICAL THRUST BLOCK IN FILL AREA BLOW-OFF I ASSEMBLY U -010 N.T.S. FIG. W -8 TD -16 DETAIL 22 DETAIL U-017 22 DETAIL U-032 \,,,, �2 TYPICAL U-014 N.T.S. N.T.S. N.T.S. VITO CETTA, AIA Planner and Developer 434 - 531 -2192 vitocetta @me.com T 7r-. -j'A J1 LDX 'I LDX A ` 0" CE.PTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com f r - - i - a o�'ptiTH OF r • Vo � Alan G. Franklin Lic. No. 35326 W O �v . NAL ISSUED: 12 -07 -15 SCALE: AS SHOWN REVISIONS: FRAME & COVER (SEE FIG. S- I -D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA � 1' -0" MAX 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. TYI''ICAI. MANHOLE I. SI C IO SHOWING I\G �\ B I'' AC 1 TIE-IN 23 J SECTION SLOPED AREA 0 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA `a 21 -0" "WEDG LOW TYPE RUBBER COATED 4' STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRE(CAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL O ° THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 511 BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN ° BACKFILLED WITH SELF - COMPACTING 16" MAX STONE. o e ° 5" 4 MINIMUM ELEVATION DIFFERENCE w 12 "MIN 12 "MIN ACROSS M.H. FROM INLET TO OUTLET o SHALL BE 0.20 FEET 4 A FILLETED INVERT FOR A SMOOTH 4'. • ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. ° °. 4 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN I ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. FIG. S -1 -A TD -1 INLET FIG. S -1 -B TD -2 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN Q i o/ \ s BRANCH 1211 - D i i n 2" d NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECTION CONNECTION " BOOT" WITH STAINLESS STEEL INSTALLED BAND OUTLET TYP" MANHOLE PLAN S140WING BRANCH TIE -IN 23 ) DETAIL - PLAN VIEW U -006 N.T.S. NOTES: 2 -0" "WEDG -LOW TYPE 1.OPEN CUTS IN PAVED AREAS RUBBER COATED STEEL ° WITHIN EXISTING VDOT RIGHT - STEPS OR APPROVED ° EQUAL CAST IN PLACE 3' 0" MIN. PRECAST REINFORCED ENTIRELY WITH NO. 21A STONE. ° CONCRETE SECTIONS 12 "MIN. "0" RING SEALS 4 16" MAX MINIMUM ELEVATION 2.FOR DUCTILE IRON PIPE THE ° DIFFERENCE ACROSS M.H. 511 41 -0° 5 FROM INLET TO OUTLET BE SCRAPED AND COMPACTED, SHALL BE 0.20 FEET. INTIAL BACKFILL* AND ALL STONES REMOVED OR CONCRETE ° VARIES DEPTH OF FLOW FILLETS A 4" BEDDING OF NO. 68 STONE ° CHANNEL TO BE * THOROUGHLY COMPACTED SHALL BE PROVIDED. 3/4 DIAMETER OF BY HAND OR APPROVED CONTRIBUTING -- SEWER. 3.WHERE ROCK IS ENCOUNTERED ° .4 HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE 1G A FILLETED INVERT FOR A SMOOTH MINIMUM 6" BEDDING OF NO. 68 TRANSITION OF FLOW BETWEEN K@ INLET & OUTLET PIPE SHALL BE BEDDING 6" MAX PROVIDED. 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. TYI''ICAI. MANHOLE I. SI C IO SHOWING I\G �\ B I'' AC 1 TIE-IN 23 J SECTION SLOPED AREA 0 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA `a 21 -0" "WEDG LOW TYPE RUBBER COATED 4' STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRE(CAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL O ° THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 511 BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN ° BACKFILLED WITH SELF - COMPACTING 16" MAX STONE. o e ° 5" 4 MINIMUM ELEVATION DIFFERENCE w 12 "MIN 12 "MIN ACROSS M.H. FROM INLET TO OUTLET o SHALL BE 0.20 FEET 4 A FILLETED INVERT FOR A SMOOTH 4'. • ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. ° °. 4 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN I ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. FIG. S -1 -A TD -1 INLET FIG. S -1 -B TD -2 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN Q i o/ \ s BRANCH 1211 - D i i n 2" d NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECTION CONNECTION " BOOT" WITH STAINLESS STEEL INSTALLED BAND OUTLET TYP" MANHOLE PLAN S140WING BRANCH TIE -IN 23 ) DETAIL - PLAN VIEW U -006 N.T.S. U-005 N.T.S. �`E�`�`ION U -016 N.T.S. 3l N.T.S. PROFILE FIG. S-4 TD-8 SPACING SPACING SPACING D.I. PIPE N C5 ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH I MANHOLE. ��OOF ° DITCH 6" MIN. •• LINE 24" VARIES D.I. PIPE 6" GRADE SPACING 20% TO 35% NOT OVER 36' 2° 2500 PSI CONCRETE 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PLAN TYPICAL ANCHOR DETAIL FOR G SEWERS ON GRADES OF 205/0 AND GREATEN TYPICAL MANHOLE WITH DROP CONNECTION SECTION U -010 N.T.S. 23 ) PLAN, PROFILE N -021 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. MAIN LINE FINISHED GROUND SECTION ° T MIN SALT --/ TREATED 2x4 MARKER PLUG END OF SERVICE LATERAL I I 0 [ IN LINE WYE -TEE PLAN R VARIES �. I "; �311 ��� \ \I*IIIG\ ?j) DETAIL EXISTING MECHANICAL EXISTING GRADE * 1' -011* PIPE JOINT GRADE MECHANICAL J PIPE JOINT 2" CL. FIG. S -2 TD -6 U -011 N.T.S. 2' -0" PIER SPACING APPROX. 17' O.C. ]HI S.S. AERIAL CROSSING e PIER/ANCHOR SPACING 23 DETAIL D -003 N.T.S. (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS O O (RECESSED FLUSH) 1^ East Jordan Iron [25mm] Works 00104316 S A w� 1 i1 n (2) CLOSED PICKHOLES 11/2" [38mm] O O C W (2) CORED PICKBARS 11/8" (29mm) DIA BOSS 27 1/2" DIA 11/2" [699mm] [38mm] 261/4" DIA 7" [667mm] I[178mm] 26" 11/2^ [660mm] [38mm] 1/4" (6mm) DIA 31/8" 24" DIA I NEOPRENE GASKET [79mm] f [606mm] 28 7/16" DIA I 5/8" [722mm] '1 [16mm] 23" [584mm] 36" DIA 25" 1914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION E TYPICAL MANHOLE FRAME & COVED FIG TD-1 23_) DETAIL U -007 N.T.S. STAINLESS STEEL STANCHION SADDLE SPECIFICATION MANUFACTURER: FM STAINLESS, LLC - (706) 636 -1881 ITEM #: 59C -8 MATERIAL: 304/316 STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE. S.S. AERIAL CROSSING e 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 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com — J tiTH OF r Alan G. Franklin Lc. No. 35326 W O W. <51 -1 O NAL ISSUE: 12 -07 -15 SCALE: AS SHOWN REVISIONS: OF 24 NOTES: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT - OF-WAY SHALL BE BACKFILLED 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 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. BY HAND OR APPROVED SPRING LINE OF PIPE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE — — MINIMUM 6" BEDDING OF NO. 68 BEDDING 6" MAX STONE. 4" MIN FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) TYPICAL SEWED PIPE INSTALLATION K'C'N IN TRENCH U-005 N.T.S. �`E�`�`ION U -016 N.T.S. 3l N.T.S. PROFILE FIG. S-4 TD-8 SPACING SPACING SPACING D.I. PIPE N C5 ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH I MANHOLE. ��OOF ° DITCH 6" MIN. •• LINE 24" VARIES D.I. PIPE 6" GRADE SPACING 20% TO 35% NOT OVER 36' 2° 2500 PSI CONCRETE 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PLAN TYPICAL ANCHOR DETAIL FOR G SEWERS ON GRADES OF 205/0 AND GREATEN TYPICAL MANHOLE WITH DROP CONNECTION SECTION U -010 N.T.S. 23 ) PLAN, PROFILE N -021 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. MAIN LINE FINISHED GROUND SECTION ° T MIN SALT --/ TREATED 2x4 MARKER PLUG END OF SERVICE LATERAL I I 0 [ IN LINE WYE -TEE PLAN R VARIES �. I "; �311 ��� \ \I*IIIG\ ?j) DETAIL EXISTING MECHANICAL EXISTING GRADE * 1' -011* PIPE JOINT GRADE MECHANICAL J PIPE JOINT 2" CL. FIG. S -2 TD -6 U -011 N.T.S. 2' -0" PIER SPACING APPROX. 17' O.C. ]HI S.S. AERIAL CROSSING e PIER/ANCHOR SPACING 23 DETAIL D -003 N.T.S. (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS O O (RECESSED FLUSH) 1^ East Jordan Iron [25mm] Works 00104316 S A w� 1 i1 n (2) CLOSED PICKHOLES 11/2" [38mm] O O C W (2) CORED PICKBARS 11/8" (29mm) DIA BOSS 27 1/2" DIA 11/2" [699mm] [38mm] 261/4" DIA 7" [667mm] I[178mm] 26" 11/2^ [660mm] [38mm] 1/4" (6mm) DIA 31/8" 24" DIA I NEOPRENE GASKET [79mm] f [606mm] 28 7/16" DIA I 5/8" [722mm] '1 [16mm] 23" [584mm] 36" DIA 25" 1914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION E TYPICAL MANHOLE FRAME & COVED FIG TD-1 23_) DETAIL U -007 N.T.S. STAINLESS STEEL STANCHION SADDLE SPECIFICATION MANUFACTURER: FM STAINLESS, LLC - (706) 636 -1881 ITEM #: 59C -8 MATERIAL: 304/316 STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE. S.S. AERIAL CROSSING e 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 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com — J tiTH OF r Alan G. Franklin Lc. No. 35326 W O W. <51 -1 O NAL ISSUE: 12 -07 -15 SCALE: AS SHOWN REVISIONS: OF 24