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Home My WebLink AboutSUB201700062 Plan - Approved Road Plan and Comps. 2017-06-01GENERAL NOTES: PERFORMANCE STANDARDS: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/ OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPE IFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN I NDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 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. 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON-SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS, PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST�OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKINGIpON THE BUILDINGS, NOR IS HE /SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO SERVICES E I R INTERRUPTIONS OF HALL MEDIATELY REPORTED B M NEIGHBORING PROPERTIES. DAMAGE TO LINES O TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS PRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, T�E REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWQRK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HOR170NTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 9. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO SX 18' PAINT -OUT AISLE. 10. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 11. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 12. PARKING TO BE 9'x 18'x 24' OR 10'x 18'x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG IS POSSIBLE. 13.PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH. 14. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH. 15. ONE AISLES SHALL HAVE A MINIMUM WIDTH OF 12'. 16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. 17. DUMPSTER PADS TO BE 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'. 18. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER. 19. SIDEWAL�S TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.) PER VDOT STANDARDS. 20. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL T DOT STANDARD PB -1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE .40. 21.ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 22. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING AS A MINIMUM. 23. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. 24. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT(. SITE-SPECIFIC NOTES: 1. THIS PROJECT LIES WITHIN THE WATERSHED OF THE BEAVER CREEK AND SOUTH FORK RIVANNA RESERVOIR WATERSHEDS. 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN (ZONE C). FEMA MAP 510006 02036. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY MATURE HARDWOOD TREES. 4. 5' (EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE 5. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY. 6. ALL SIGNAGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 7. EASEMENTS HAVE BEEN SHOWN AS PART OF THIS SITE PLAN BUT WILL BE RECORDED AT THE TIME OF FINAL SITE PLAN APPROVAL. 8. THIS PROJECT WILL BE DEVELOPED IN SEVERAL PHASES. 9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS. 0 I WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. BLE SLOPE IS 2:1 HORIZONTAL:VERTICAL . WHERE REASONABLY OBTAINABLE LESSER SLOPES 5. THE MAXIMUM ALLOWABLE ( ) , OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: G G 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATE '.ST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-55;2-7001). 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TI MES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003. 8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003. 1 8.822 ACRES TO BE REZONED FROM NEIGHBORHOOD MODEL DISTRICT (NMD) TO NMD TO AMEND PROFFERS IN ACCORD WITH THE GENERAL DEVELOPMENT PLAN ENTITLED "REZONING REQUEST FOR OAKLEIGH," PREPARED BY EDWARDS DESIGNSTUDIO, PLLC, REVISED THROUGH FEBRUARY 8, 2017 (THE "GENERAL DEVELOPMENT PLAN") OAKLEIGH ALBEMARLE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER") OF TAX MAP 45, PARCEL 26A (THE "PROPERTY") WHICH IS THE SUBJECT OF THE ZONING MAP AMENDMENT APPLICATION #ZMA 2016-00015 KNOWN AS "OAKLEIGH." THE APPLICANT FOR OAKLEIGH IS OAKLEIGH ALBEMARLE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY. THE OAKLEIGH COMMUNITY IS HEREIN REFERRED TO AS THE "PROJECT." PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLUNTARY PROFFERS THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHALL BE APPLIED TO THE PROPERTY IF THE REZONING IS APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING AND IT IS AGREED THAT THE CONDITIONS ARE REASONABLE. THIS PROFFER STATEMENT SHALL SUPERSEDE AND REPLACE IN ALL RESPECTS THE PROFFER STATEMENT APPROVED BY THE BOARD OF SUPERVISORS IN CONNECTION WITH ZMA-2007-00004. 1. AFFORDABLE HOUSING. A. 15% AFFORDABLE REQUIREMENT. THE OWNER SHALL PROVIDE AFFORDABLE DWELLING UNITS (AS DEFINED HEREIN) EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT THAT IS IN EXCESS OF THE NUMBER OF UNITS THAT WERE ALLOWED BY RIGHT UNDER THE ZONING THAT WAS IN EXISTENCE PRIOR TO THE APPROVAL OF ZMA 2007-0004, AN EQUIVALENT CASH IN LIEU PAYMENT, OR A COMBINATION THEREOF (THE "15% AFFORDABLE HOUSING REQUIREMENT"), AS MORE PARTICULARLY DESCRIBED IN PARAGRAPHS 1B AND 1C BELOW. PRIOR TO THE APPROVAL OF ZMA 2007-00004, THE PROPERTY WAS ZONED R-6 RESIDENTIAL, AND THUS HAD BY -RIGHT DEVELOPMENT YIELD OF 52 DWELLING UNITS. THEREFORE, THE CASH CONTRIBUTION FOR COMPLIANCE WITH THE 15% AFFORDABLE HOUSING REQUIREMENT SHALL BEGIN AFTER A CERTIFICATE OF OCCUPANCY FOR THE 52ND DWELLING UNIT WITHIN THE PROJECT IS ISSUED AND PRIOR TO THE OWNER OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE 53RD DWELLING UNIT WITHIN THE PROJECT. B. CONSTRUCTION OF AFFORDABLE DWELLING UNITS. IF THERE ARE MORE THAN 52 DWELLING UNITS WITHIN THE PROJECT SUCH THAT THE 15% AFFORDABLE HOUSING REQUIREMENT IS APPLICABLE, THE OWNER OR ITS SUCCESSORS IN INTEREST RESERVES THE RIGHT TO MEET THE AFFORDABLE HOUSING OBJECTIVE THROUGH A VARIETY OF HOUSING TYPES, INCLUDING BUT NOT LIMITED TO, FOR -SALE UNITS, RENTAL UNITS, AND ACCESSORY UNITS ("AFFORDABLE DWELLING UNITS" OR "AFFORDABLE UNITS"). L FOR -SALE AFFORDABLE DWELLING UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE DWELLING UNITS (AS DEFINED BELOW), SHALL BE APPROVED BY THE ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. "FOR -SALE AFFORDABLE DWELLING UNITS" SHALL BE DWELLING UNITS OFFERED FOR SALE AT PRICES FOR WHICH HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT (80%) OF THE AREA MEDIAN INCOME MAY QUALIFY, AND SHALL NOT EXCEED SIXTY-FIVE PERCENT (65%) OF VHDA'S MAXIMUM SALES PRICE FOR FIRST-TIME HOMEBUYERS. THE OWNERS SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF ONE HUNDRED TWENTY (120) DAYS TO IDENTIFY AND PREQUALIFY ELIGIBLE PURCHASER(S) OF FOR -SALE AFFORDABLE DWELLING UNITS. THE ONE HUNDRED AND TWENTY (120) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE OWNER THAT THE UNIT(S) SHALL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN NINETY (90) DAYS PRIOR TO RECEIPT OF THE CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE FOR -SALE AFFORDABLE DWELLING UNITS; THE COUNTY OR ITS DESIGNEE MAY THEN HAVE THIRTY (30) DAYS WITHIN WHICH TO PROVIDE QUALIFIED PURCHASER(S) FOR SUCH FOR -SALE AFFORDABLE HOUSING UNITS. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE QUALIFIED PURCHASER(S) DURING THE ONE HUNDRED TWENTY (120) DAY PERIOD, THE OWNER SHALL HAVE THE RIGHT TO SELL THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). II. FOR -RENT AFFORDABLE DWELLING UNITS. (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH RENTAL HOUSING UNIT FOR WHICH OWNER SEEKS QUALIFICATION FOR THE PURPOSES OF THIS PROFFER 1 FOR -RENT AFFORDABLE DWELLING UNIT SHALL Q ,( ) NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE ALBEMARLE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH 0 FOR -RENT AFFORDABLE DWELLING UNIT MAY BE INCREASED UP TO THREE PERCENT 3/0 . FOR PURPOSES OF THIS PROFFER 1B, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE DWELLING UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH 1B SHALL APPLY FOR A PERIOD OF TEN (10) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE DWELLING UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). O CONVEYANCE G 2 OF ANY INTEREST IN THE FOR -RENT AFFORDABLE C _ INTEREST. ALL DEEDS CONVEYING DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF PARAGRAPH 1B. IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE DWELLING UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 1 B(II)(2) HAVE BEEN SATISFIED. (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE DWELLING UNIT, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. C. CASH PROFFER FOR AFFORDABLE HOUSING REQUIREMENT. IF THERE ARE MORE THAN 52 DWELLING UNITS WITHIN THE PROJECT SUCH THAT THE 15% AFFORDABLE HOUSING REQUIREMENT IS APPLICABLE, THEN THE OWNER MAY ELECT TO MAKE A CASH CONTRIBUTION TO ALBEMARLE COUNTY FOR ALL OR A PORTION OF THE 15% AFFORDABLE HOUSING REQUIREMENT IN THE AMOUNT OF TWENTY-THREE THOUSAND, EIGHT HUNDRED AND FIVE DOLLARS AND 30/CENTS ($23,805.30) FOR EACH SUCH UNIT(S) (THE "AFFORDABLE HOUSING CASH PROFFER") IN LIEU OF CONSTRUCTING AFFORDABLE DWELLING UNITS AS DETAILED IN (PARAGRAPH 1 B. ANY UNIT FOR WHICH THE AFFORDABLE HOUSING CASH PROFFER IS CONTRIBUTED AS PROVIDED HEREIN SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 1 AND 2 BELOW. 2. CASH PROFFER. A. THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE FOLLOWING AMOUNTS FOR EACH DWELLING UNIT CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT (A "MARKET RATE UNIT"), AND THAT IS IN EXCESS OF THE NUMBER OF UNITS THAT WERE ALLOWED BY RIGHT UNDER THE ZONING THAT WAS IN EXISTENCE PRIOR TO THE APPROVAL OF ZMA 2007-0004. PRIOR TO THE APPROVAL OF ZMA 2007-00004, THE PROPERTY WAS ZONED R-6 RESIDENTIAL, AND THUS HAD BY -RIGHT DEVELOPMENT YIELD OF 52 DWELLING UNITS. THEREFORE, THE CASH CONTRIBUTION FOR MARKET RATE UNITS SHALL BEGIN AFTER A CERTIFICATE OF OCCUPANCY FOR THE 52ND DWELLING UNIT WITHIN THE PROJECT IS ISSUED AND PRIOR TO THE OWNER OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE 53RD DWELLING UNIT WITHIN THE PROJECT. THE CASH CONTRIBUTIONS SHALL BE USED TO ADDRESS THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATION) IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTIONS SHALL BE PAID IN THE FOLLOWING AMOUNTS: (1). SEVEN THOUSAND THREE HUNDRED AND THIRTY-THREE AND 18/100S DOLLARS ($7,333.18) FOR EACH SINGLE-FAMILY DETACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. (II). FIVE THOUSAND FOUR HUNDRED AND FORTY-SEVEN AND 57/10OS DOLLARS ($5,447.57) FOR EACH SINGLE FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DVNELLING UNIT. (III). SEVEN THOUSAND FOUR HUNDRED AND NINETEEN AND 91/100S DOLLARS ($7,419.91) FOR EACH MULTIFAMILY DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. (IV). ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT. B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1 OF EACH YEAR FOLLOWING THE APPROVAL OF THIS REZONING, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVERAGE, SOUTHEAST AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/K/A NOARSHALL & SWIFT) (THE "INDEX") OR THE MOST APPLICABLE MARSHALL & SWIFT INDEX DETERMINED BY THE COUNTY IF PUBLICATION OF THE SPECIFIC INDEX REFERENCED HEREIN IN DISCONTINUED. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE PROCEEDING CALENDAR YEAR, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED (THE "ANNUAL PERCENTAGE CHANGE"). 3. TREE PRESERVATION. A. IF THE PROJECT IS TO BE DEVELOPED AS PER SCENARIO A OF THE APPLICATION PLAN, AS PART OF THE FINAL SITE PLAN FOR THE PROJECT, THE OWNER WILL SUBMIT A TREE PRESERVATION PLAN (THE "SCENARIO A TREE PLAN") FOR ELEVEN (1 1) TREES WITHIN THE PROJECT, AS SHOWN ON THE APPLICATION PLAN, WHICH SPECIFIES TREE PROTECTION METHODS AND PROCEDURES, INCLUDING FERTILIZING, TREE PROTECTION FENCING, MULCHING, AND SITE CONSTRUCTION ACTIVITIES WHICH SHALL BE COMPLIED WITH DURING AND AFTER DEVELOPMENT OF THE PROJECT. PRIOR TO THE FINAL SITE PLAN APPROVAL, THE OWNER SHALL SUBMIT A BOND OR OTHER FORM OF SURETY IN THE TOTAL AMOUNT OF ELEVEN THOUSAND DOLLARS AND NO/CENTS ($11,000.00). THE BOND OR SURETY SHALL BE SUBMITTED TO GUARANTY THE REPLACEMENT OF THOSE TREES WHICH ARE NUMBERED 1, 1A, 2, 4, 5, 7, 8, 9, 30, 31, AND 32 ON THE APPLICATION PLAN (THE "SCENARIO A BONDED TREES") IN THE EVENT THAT ANY OF THE SCENARIO A BONDED TREES DIE WITHIN A PERIOD OF FIVE (5) YEARS AFTER ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. THE BOND OR OTHER SURETY SHALL BE IN A FORM ACCEPTABLE TO THE COUNTY ATTORNEY. 4. PEDESTRIAN EASEMENT. THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PROJECT SHALL CONTAIN A PROVISION WHICH GRANTS A PUBLIC RIGHT OF PEDESTRIAN ACCESS OVER ALL SIDEWALKS WITHIN THE PROJECT. THIS RIGHT SHALL BE IN PERPETUITY AND THE DECLARATION SHALL NAME THE COUNTY OF ALBEMARLE, VIRGINIA AS A THIRD -PARTY BENEFICIARY WITH THE EXPRESS RIGHT TO ENFORCE THE PROVISIONS OF SUCH PUBLIC RIGHT OF ACCESS. 5. EROSION AND SEDIMENT CONTROL. THE OWNER SHALL, TO THE MAXIMUM EXTENT PRACTICABLE AS DETERMINED BY THE COUNTY'S PROGRAM AUTHORITY, PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROLS TO ACHIEVE A SEDIMENT REMOVAL RATE OF EIGHTY PERCENT (80%) FOR THE PROPERTY. (AS A REFERENCE, CURRENT REGULATORY STRUCTURAL MEASURES ACHIEVE A 60% OPTIMAL REMOVAL RATE.) DEVELOPER: OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901 (T) 434-978-1766, (F) 434-978-0118; CONTACT: GEORGE RAY, JR. PROPERTY OWNER: SAME AS ABOVE TAX MAP / PARCEL #: 04500-00-00-026AO [7as] W40or&_11117e7c7 9 - - 1. 1. ___. ___. MAGISTERIAL DISTRICT: RIO CURRENT ZONING: NMD, ENTRANCE CORRIDOR OVERLAY (ZMA# 2007-04) ZONING APPROVAL: ZMA-201600015, APPROVED BY BOS ON 2/8/2017 ZONING OVERLAY DISTRICTS: AIRPORT IMPACT AREA (AIA); STEEP SLOPES (MANAGED) COMPREHENSIVE PLAN: URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC) 11,71 URBAN MIXED USE (in Centers), NEIGHBORHOOD 1 (Places 29) DENSITY (OVERALL GROSS): 12.36 DU/AC DRINKING WATER WATERSHED: SOUTH FORK RIVANNA PROFFERS: SEE THIS SHEET WAIVER/ VARIANCE REQUESTS: PARKING WAVIER RECEIVED DURING ZMA (07-04) REVIEW SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL ': SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & , 11/15/07. EXISTING CONDITIONS AND TOPOGRAPHY VISUALLY VERIFIED BY ALAN Ea FRANKLIN PE, LLC AND LINCOLN SURVEYING WHILE ON SITE THROUGHOUT FEBRUARY Q 2017 DATUM: NAVD 83 (STATE PLANE) BENCHMARK: TOP OF FIRE HYDRANT; ELEVATION = 566.50 BREAKDOWN: BUILDINGS: 79,924 1.83 21% ROADS/SIDEWALKS: o'a t'2 ;PAVED PARKING/ROADS: 121,505 2.79 32% _. _ SIDEWALKS: - 1123,210 0.53 6% PERVIOUS AREA/OPEN SPACE: 159,647 3.67 42% (D3: rw TOTAL SITE ACREAGE: 384,286 8.822 100% NOTES: __ __ _._ _ ___ _ --- . 1. The minimum required open space is 20% (per Section 20A.9.a.1). E c 2. Pervious area/Open Space includes land within ROW and on any individual lot. 3. Common open space excludes land within ROW and on individual lots. 11 4. Lots include only those individual lots and nothing more. _ _ __ RECREATIONAL AREA: SEE CODE OF DEVELOPMENT WATER & SEWER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.51544 el alan@alanfranklinpe.com Am O r \ 1�../, J J a ''3 o =. _U) W - o 0 Ut n J41-1 11,71 t = �, , s " y �. - ; , N(ZC = -Q'oA 8 3 S i` poS; i 1 q, t v �6 5 ,Site i ^L ': ' :6brkmar i , s ,r s rp�ip.11 g ;' Ea r. ... I __ O r \ 1�../, J J a o =. _U) W o 0 Ut F_ M otn N o -a * E N(ZC = -Q'oA 8 3 �6 �` 0 w o9 ^L "^. - U "-.ft Ea Q M 6 Ua E�5 o2P Uto .E N o'a t'2 U co (D3: rw f° 8 Q) E c >, @ N M `o 8 E 0 nr_ I� C- M .= 0 N j = U �5 :�i 0 3 -U - W c a m 72 0 U ._ = .. I@ 02 n0 �c E .� Q@ 11M T -0 E 5 LTH OF I�,6r �C O` �r Q) N � a v 1;�_11 C N 0 Steven W. Edwards r o Cert. No. 0931 E" I 17 � �!X 1 a U J E sti C "PE a) -0-0 ARc °n o ,5 tN U g U%(n V�-2 W 75-0 Q)W E ` 2 m- Q) TH OF a 1.2 N PJB 0 .E ,- v �f ' M UO I O C Q Alan G. Franklin � Ln � Lic. No. 35326 W -0 3 O 00 �W Y-ItE f �sI C) o v) �E ONA L E iv W E a 1Q) 1 f -�C_ (a o - t� E M� �� 00 8 SCALE: ISSUED: 3 April 2017 N o a REVISIONS: 42 ME -- 02-08-17, APPROVED BY BOS a V) 1. 05-18-17, CO./VDOT COMMENTS Z 0 U 0Y I•- 0 Z 0 0 / , ''z -'I 1, %'j r'' /" __ - � I ® I %l ---- ,/ "Il j F 550 r� /;'f - NOTE: PRIOR TO ANY DEMOLITION THE TREE �,- ' I! "-� =� ``\ \ - _-�; ! = f" ,, '' %'!! ARBORIST SHALL BE CONSULTED AND MADE i \ - sT_\D-SPINlo.r � 51° / AWARE OF THE CONSTRUCTION SCHEDULE IN -��- TREES f- ____1 TMP 45° 0 15' 30' f 80` 120' _(1/\ � ' ' / ORDER TO BE ON-SITE DURING THE '\� , Now or Fc �> ; ' / / DEMOLITION. CONTRACTOR SHALL INSTALL i ' 0 �� DENSER _ . - EJM GARD /' /' j 'f / ALL TREE PROTECTION MEASURES PRIOR TO '_, % /`� . 0 D.B. 27171 =....a �, / ,/ / / DEMOLITION AND FOLLOW ALL THE 'y-_'' J VEGETATION IN E TI S THE ARBORIST TO Zoned / f / / / RECOMM NDA ON OF _ oiai . Plan: Ur ( ' \ % - THIS AREA _ _' , o� p BENCHMARK --� FOUND ON TOP OF EXISTING FHA; ELEV. 566.50' s,, 0\ \ `'\ `\ I \ -r- i I � 7 ! I ,CO X.Col RE E W I LL I -, �1 (10 \\ _- \ \ 1 ,I \\ \ \ /'�� 0 f I 0H \ \ , \, \. . \\ \ +/- 589' TO \• HERITAGE \\ HALL / / \ ENSURE THE SURVIVAL OF THE TREES BEING ! _ - �� ter, ENTRANCE \ \� J Use: Commercial \. \✓; �" \ \ \ \ \\ J;' \ PRESERVED. CONTRACTOR WILL BE HELD �~ / � ; ,. \ ` ,\ \ \ ACCOUNTABLE FOR ANY TREE DAMAGE 1X ♦ / _ / \ \ \ �' / i RESULTING FROM THEIR, OR THEIR _/ '� ,> mss, _ - / �' \ \ ', \, �`', y: ` ' SUB -CONTRACTOR'S ACTIONS. CONTRACTOR , 'f 0 _ -� `. ",, : < ---- ° \ ` P \ \ \ - ;'_� _ ,��*� '1., , % SHALL BE SUBJECT TO FINES FOR DAMAGES / � CHAINLINK FENCE -TO - \ �( - \ \ . ' \ //' �/ o _ \ \ ;- ' AS OUTLINED IN THESE PLANS. ALL DAMAGES /00000' ,/ REMAIN OR REPLACED BY ` \ - _ \ - \/ � ,g TERMINATE OVERHEAD \ \ \ \, \� __ �-� _ `ELECTRIC SERVICE AND \ \ / WILL BE DETERMINED BY ARBORIST . SEE ♦ OWNERx/VITH PERMISSION \" ,11 f ¢ ¢ ¢ SHEET 6, CONSERVATION PLAN, FOR '`� OF TH4E GARDEN SPOT f L3 -' _ �\ ,- PLACE UNDERGROUND \ \ \ f' _ \ \11 / I __ -j- = / ' / / ,; -- ` - \t.� \ +>- �I 135' TO 1 ; = -, ADDITIONAL INFORMATION. GRAVEL AREA - \ - �`, \ _ - _ BERKMAR DRIVE & t ' 6 1 , '' -' / 2ik\ r- � , , y +/- 259 TO / / '�_____-__.6° / / -o 000" /` - __ \ - "� , EX. URB & \ WOODBURN RD. I—- '1_l-1 /� ' Q �` ♦ / _ � f \1 , /' l� __ _- - 1 /,,<-' _ ' \ , \ GUTTER TO y` ', ,y / f f / /Z / _ _�� /' � ~..T\ ~ `\ _ _ f - \T 1 �� ; _ __ / \ �S \ BE REMOVEDDERTO \; %' % `b - \. --L` -- - --' O �N ORDER TO \ \ / f '~ �� J / i' � � \ ,� _ - _` \` I > 1�__ \.,� ' ,I ` � \ ' Y ALL W FOR ` \ 1 \ ' f / ! .�' � � �.--- - 570 -- ---` - ,1 \ 1`V/'1_ � \ : _ _- "" i � I \� \ - = � \, � � \ ' N I� W URN ` `� i / ��I,--,/ /,__� -- -- i _� -- --~ 4V `'---r / \ AND TAPER A \ `}}- , \\ ~ J /�, /� / `, / -% �' . / ! � !, '�" ! � z �__ / I / / ' \__.__— ( \.. `• lY \ '� ts , ,\ % ll- __ X_,__ _- \ 11 /`llII/ r---_— / V \ 1 /� / f ! ! �r '� \\V \, �.1! 1 '` \� __ `�"\ 'f'/' '~ `�\ \\ �'.. `,-._/�� \ '-_ I ji fj *� 1, , t , , ,,, f '♦ ,� - ; 11 B r �� j \ -�: / \ PORTION OF EXISTING DRIVEWAY I ' 1 d "7� " "f` f \ \ TO REMAIN OPEN TO SERVEAS AN � � C11 i 1 FHA % / / i \, '�) -�1 ,,- \ . � \-�- @ �; EMERGENCY ACCESS ROUTE IF � I, \ / t C % 10 f / �' _ _ __ I f 1 •, ' �� ! NEEDE� , / / \ , \ 1 � / /- \\ �1'� 1' -C1 .� J- I/ 7 \ ,� 1 / \ r '� - ___ r, � � _ _ \ ,_`.� ��// 13 �, \ % ,� � \ 11\ \ / � 1 OPEN P STURE ��°� I ,' 4 -- 10 1, \ - / _ X -- - . --- __ f 11�I _/_ - — _)_ — / ;� �- ' I / -- %� �': -- - ` 2 \, I 0 E__ \\1 ��\ r % i f YF\/, ` f`/ \/ - l / 1 'y I "I , _ X / I / � I X X \ lfl*r __ / 1 ♦' 1 t 1 / - \. - / 1 `f `' \ / / / f - �, �/ _ 1 �� - - PRIOR TO CONSTRUCTION. ,' ' \ '' ', 'I ' 1. I \ t / / \ ._ \ %� �\N\, � ---- -- r . f l / ` / - -''`= " 1 A \- / \ / \; "' __ 1. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE / I i, I I \ I1. 1 't / \V i \ -- ' ` �,\` DEMOLITION OF BUILDINGS. ! d 1 1 1 \ \ / 1 OI -I _ \ \. 2. CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THE _ / \ � f i I I / '\ ' ' i ! t / � 1 I __� I I1 ' - i I / -�` \ f (� y. TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. 3Q ELECTRLC \ ��`,; \ \ t I / - \ / 2,7 t �/ / 1 _ / 1 NZp f J ~ / \' 3. CUT / � , i' I, \, CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO / EASEMENT l O �.. \ i �`\ `i) 1 . /Z �. _-- /-`\ I -- ~'Ci ') -- ' , jf I f ' 1.X D.B. 747 PG. 532 / \. 1 I j \ \ - / \ ROOTS AS INSTRUCTED BY THE ARBORIST. \ f I 1. �' / \ �I \XI%�27�J j - / I - 4. THE REMOVAL OF TREES WITHIN TREE PROTECTION AREAS I I, ; ! / v I', v _ 1 vy / / -'A i � - \ _ I (2A 5A 24B 26 36 37 39,44E) SHALL BE BY SAW AND STUMP GRINDER OR AS / / i �� I j 1 \ (f) N ol I/ 5�° ,\ \ ( A -f\ - = _ - `' V___ __�_ _____ `\ i \ OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN � / . y0 \ , ' `\ Ii I I (0 I� `� , i '� , '- �. _ y; \ \ TREE PRESERVATION AREAS. \, ) lim-, I , � f�� - � \ �` OVERHEAD ELECT IC LINES AND . a, i BREAK FENCE AND 9 _ \ � ��`' , - \� \ � 17x1 5. TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS OTHER SERVICES TO BE PL CED I �% ;: '! ■ III I �__• i \ INDICATED ON THE APPROVED FINAL SITE PLAN. UNDERGROUND LONG FRONTAGE ! \ �0 ' r i i -- 20 REMOVE TREES AS / i f \ / I �_.__ 11 I i i li �� \I l f --' / l \ �\ 1 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHIN EXISTING EASEMENT. T. ANY � I ` ' NECESSARY T PERMIT 1 i I / THE SEWER EXTENSION/ , j ;; 1` ft _ / � � \ ,l/ 1 I � 31 � CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING AND EXISTING POLES/PEDESTALS/ETC. 1 � \ O I I j � 6�jg t Ii , ! / --__ - J \ \ ' `\ � �� REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. NOT NEEDED HALL BE EMOVED i i I � oU ( r / / % \ IL_ / :�J �� ' I -- - _r--,�' D RING PR ESS ' ,f l \ I / , /j \ / I , - - / 7. THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITH O� , I �. \ I j I I It , % , �/ \\\� �/ TBR; 24�C 24 �!' -_ - \ �,, 2zC; ,/ 1` I CONSTRUCTION ACTIVITIES AND PRUNE AS NEEDED. ` o j I, 1 I, i i / / TYP/. 8. THE ARBORIST SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE UP 60 , , I I ,/ OPEN PASTURE \. ` \ / ! / i `\. \ I I I I / f � --- , a\ -_� `\\ �� WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. J / � f � I I \� EX. I � /y � \� ,� � / 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES ' r j ' ASPHALT 1 I r z \ \, \ I 1i\`� / II THROUGHOUT PROJECT. ( ` EX. CO CRETE iDEWALK' =I PARK�NG I , f / \,_Xf � .-- 10. FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST i TO BE EMOVE FROM T E O � 2j p I I II 1 II \ 1 / /r / L4D / �./ � 33A ' � �� 26 SHALL: � EX. ENTRANCE WEST TO THE I1/ \ ; 0 0 NOTE: GUARDRAIL SHALL BE EITHER WOODEN S.I. STOREY STREEGUARD OR A VDOT WEATHERED /COR -TEN (OR lo BLACK POWDER COATED GALV. STEEL AT DEVELOPER'S DISCRETION) GUARDRAIL; SONOTUBE COORDINATION FOR ANY WOODEN POST MUST BE DONE PRIOR TO PLACEMENT OF GEOGRID ASSOCIATED WITH ANY ADJACENT RETAINING WALLS TO ENSURE STABILITY AND STRUCTURAL INTEGRITY IS MAINTAINED. FOR INSTALLATION DETAILS ON THE S.I. NOTE: REFER TO STRUCTURAL WALL PACKAGE FOR EACH WALL DETAIL AND SECTION SEE SIGHT DISTANCE EXHIBIT ON SHEET 23 THE GARDEN 0 15' 30' STOREY TIMBARRIER-STREETGUARD PRODUCT CONTACT MANUFACTURER AT 888-934-1605 ♦ / ♦ ♦ \r 0,, NOTE: VISIBILITY OF ALL SPOT 7� , MECHANICAL EQUIPMENT�� \ A \ / `sem FROM THE ENTRANCE � ® � ♦ _♦%cCAB`$P/`G`G $ / s\o � \2�'/„ /♦ is \\ ♦� /O\N/ `OM n h � \\\' ♦ CORRIDOR (RIO ROAD i.) ('000/ \ SHALL BE ELIMINATED. THIS I/ /1(! /♦/ --- N�i40 °,y5,1'2t4"E j/ *IV APPLIES TO ALL BUILDINGS. 69.58' \ N21054 42 E 19, 0010< -STA. 15+03.40 00THESE(5) SPACES ARE .0000 /R=25' RESERVED TO 02-\�"m", CONCa RETE TYP. RESIDENTS ONLY / _ -' '''�PAVINGN&P 0000L LOADINGo O 474 PERMEAaN18 49 29 E SPACE PAVE 54 34.97' D)L DUMPSTER R �_1 \ENCLOSUR\ E \ \la \` ., ^`1 , , t 60' -14' GRASSPAVE OR GRAVEL EMERGENCY ACCESS; EASEMENT IS 16' WIDE. 1 SURFACE MUST MEET FIRE/RESCUE AND/OR g COUNTY MIN. STANDARDS 23 NOTE: LOCATION MAY CHANGE TO A DIFFERENT LOCATION IN THE FUTURE THROUGH THE APPROVAL OF A MINOR AMENDMENT O�lERLA LIMITS, T PRQPOS EOP, TYP. t SIDEWALK TO BE RELOCATED AS A RESULT OF THE NEW TURN LANE. SEE DETAIL FOR DETAILS: M�Tr ' \�1 PROPOSED TURN AND TAPER (� � -A 1 v r lilt -+� 540' TO F a MEDICAL s SERVICES OF S AMERICA 4, ENTRANCE 121 , PE la,F 1 STREET SIGN; TYP. i -i > .° , �., SIGN BLAKE c'� I ICG- 2C - fi L r ° .5 STOP SIGN.. .. .._ ;,.: ° -- --° KN B X - 124 , ,� 3 1.1 - cc' R R 2 ° LOCATION ' L - -- 't7 -- I-:- - _ - CURBING EE ARCH. S C N n + C�~ ' G ... .. , , • .. -CG �I - ---25:MPH SIGN o _,....._.:.. o-- 4 . SRT11) . O1P. S I GN G G -1122G 0 C G 6 A - FLAGP(� LE , + 0S469f 7 W ASPHALTy ASSISTED LIVING COURTYARD _ MO EDIAN_.Si N a . .. :. ,.FAVI G N - " :..333.96 ... . CUURT - w BZ4 7 ❑ . m i 1 25:M SIGN ,, j f -- a FLUSH CONCRETE CURB R2 LU , . 2 .94•. X4.97 1 �• I : -, T , � rl a RESTRAINT AT ALL �: b � -.....: .. .:.•.. . - -= .. 7. ASPHALT/PAVER ` - INTERFACES, TYP. . I .R=1S PARKINGSETBACK275.08' _ - - � 1)_ -1 L- co ' 6. PA110 • , ( 1-1 R=2 R5 PERMEABLE PAVER w I 13 STCP SIGN 11 z t':' T $ T TYP YP 1777777777 � BUMPER BLOCKS WITH I(R1-1); TY 60 .. N BLOCKS, TYP. R 20 !I , V 5' HIGH RI �K SCREEN TYP. I... gg Mill 1 1 1 1'11 Al f%- SOLIDER BANDING CG 12 r__::.._ CROSSWALK; , 14 CHAINLINK -� FENCE/SAFETY RAIL, TYP.r�I� 22 21 i A PARKING DATA: CONCRETE PAVING L 22 DUMPSTER ENCLOSURE A 23 UNIT TYPE M # OF UNITS: vv,w. II uL_wvr) i r F. wiL-im i - _I APARTMENTS z ----- ® SIDEWALK; SHALL NOT BE VISIBLE FROM THE 2 - 3 BEDROOM (2.0 PER-UNIT) 't 32 TYP, ENTRANCE CORRIDOR; SEE 0 110 `• A ARCHITECTURAL PLANS FOR . 96 17. I 21 SCREENING WALL IDETAILS s I 7.I .COPTIC I_� < �1DF-; A 28.02' 1 .18K 24' 1$' ,11 ASSISTED LIVING -- ---1--_ 0.23 ----- -- y - (min.) 120 328.80 S46049'1 8"W 354.45Li ' r _ -� 292.80 POSSIBLE GROUND LOCATION COMMERCIAL (35,150 GSF) 2' s 11.01/1,000 1.56/1,000 1.49/1,000 2.46/1,000 FOR HVAC UNITS. ANY DUMPSTER 30' GUARDRAIL; SEE NOTE THIS 4S H T I 55 EQUIPMENT ON THE ROOF ENCLOSURE 1 37 SHEET FOR DETAILS R 32' ,p \ P RM ABLR PAVERS 5' tPE ME BLE 11 AVE S r 13 I THE SCREEN WALLS OR BE 22 120' +TYP. 10' 5' VISIBLE FROM THE ENTRANCE 0' 5' u'a I 65' CORRIDOR; TYP. j I I 0' LU C I 10' I{4 1/3 _ BLOCK V 50' ! 10' ,0 10' 0' ! 1/3 1000 ti 1 --- o oNA L ' .a UNIT TYPE 7,200 SF # OF UNITS: REQUIRED' PROVIDED APARTMENTS z ----- COMMERCIAL AREA MINUS PERIMETER WALL 9,720 GSF 486 ADJUSTED GSF13,680 2 - 3 BEDROOM (2.0 PER-UNIT) 16 32 0 COMMERCIAL (13,680 GSF) 3' a 0 110 96 TOTAL 16 142 96 UNIT TYPE # OF UNITS REQUIRED' PROVIDED 'COMMERCIAL (9,274 GSF) 3' a 0 37 23 _ TOTAL 0 37 23 COMMERCIAL PARKING CALCULATIONS: PER BUILDINGS A& B .FOOTPRINT 7,200 SF PER BUILDING C FOOTPRINT -4,860 SF COMMERCIAL AREA :MINUS PERIMETER WALL 14,400 GSF 720 GSF COMMERCIAL AREA MINUS PERIMETER WALL 9,720 GSF 486 ADJUSTED GSF13,680 GSF ADJUSTED GSF i9,274 GSF 80% (NET TO GROSS) 10,944 NSF 80% (NET TO GROSS) 7,419 NSF SPACES REQUIRED (1/200 NSF) _ 55 EA _ SPACES REQUIRED (1/200 NSF) 37 I®; 17. I MPER; TYP °, LOADING PATI III, I 7.I .COPTIC I_� < �1DF-; A WOODEN - GUARDRAIL, TYP. • LOCATION STEPSFor AVG. WEEKEND ADJ. STREET PEAKS p SUNDAY (SEE ARCH.) E APARTMENT 6.65 0.55 0.67 6.39 i4 21 BLDG. a 106.4 8.8 19.7'P d RKNyG` 18' ° I TYP. TYP. TYIa ,.I I®; 17. I MPER; TYP °, LOADING PATI 6 34.86 7.I .COPTIC I_� < �1DF-; A 252 ASSISTED LIVING -- ---1--_ 0.23 ----- -- y - (min.) 120 328.80 S46049'1 8"W 354.45Li ' r _ -� 292.80 POSSIBLE GROUND LOCATION COMMERCIAL (35,150 GSF) 2' s 11.01/1,000 1.56/1,000 1.49/1,000 2.46/1,000 FOR HVAC UNITS. ANY DUMPSTER 30' GUARDRAIL; SEE NOTE THIS 4S H T I 55 EQUIPMENT ON THE ROOF ENCLOSURE 1 37 SHEET FOR DETAILS P vIN� ,p SHALL NOT BE HIGHER THAN 30' 5' 1/3 I THE SCREEN WALLS OR BE 22 120' 75' 10' 5' VISIBLE FROM THE ENTRANCE 0' 5' u'a I 65' CORRIDOR; TYP. j I I 0' LU C I 10' I{4 1/3 _ BLOCK V 50' ! 10' ,0 10' 0' ! 1/3 1000 ti 1 --- o oNA L ' .a BUILDING SETBACK - CHAINLINK S46049'37"W 439.51' FENCE/SAFETY v RAIL, TYP. 2 21 --------.__ --- TRIP GENERATION: UNIT TYPE # OF UNITS REQUIRED PROVIDED TOWNHOMES s 1 -CAR GARAGE (2.25 PER UNIT) 6 13.5 17 ASSISTED LIVING 6 132 BEDS (3 SPACES PER -BED) 120 44 44 STAFF 50 ADDITIONAL PARKING _ _ 6 TOTAL 126 57.5 117 GRAND TOTAL 142 237 241 1. Guest Spaces are not required for units when parking is grouped together (i.e. Parking Lot condition). 2. Apartment parking to be accommodated in commercial lot as "SHARED PARKING." (1) space for each residential unit in Blocks 1 & 2 will be reserved and signed permanently "FOR RESIDENTIAL USE ONLY." 3. See commercial parking calculations on this page for details. 4. Based on the approved Rezoning (ZMA-2007-04 & ZMA-201600015) a Parking Waiver was granted. This parking waiver allows for a reduction of 41 spaces. 5. The site has 6 townhomes with 1 -car garages. 6. The proposed assisted living building assumes 120 bedroom apartments. Equivilent to 132 beds (1 space per 3 beds). Additional apartment and/or beds are permitted provided the minimum parking is (provided. Provided spaces also include the assumption of the need for an additional 50-60 spaces to accomodate both staff and visitors. 7. Parking shall be shared between all blocks within the development and with any offsite shared parking agreements. CODE LAND USE AVG. WEEKEND ADJ. STREET PEAKS ADJ. STREET SATURDAY PEAKS SUNDAY 220 APARTMENT 6.65 0.55 0.67 6.39 5.86 16 106.4 8.8 10.72 102.24 93.76 230 TOWNHOMES (1 CAR GARAGE) 5.81 0.44 0.52 5.67 4.84 SETBACK 6 34.86 2.64 3.12 34.02 29.04 252 ASSISTED LIVING 2.74 0.23 0.37 2.2 2.44 (min.) 120 328.80 27.60 44.40 264.00 292.80 710 COMMERCIAL (35,150 GSF) 2' s 11.01/1,000 1.56/1,000 1.49/1,000 2.46/1,000 1.05/1,000 30' 0 387 55 52 86 1 37 TOTAL 857 94 111 487 453 RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed. 2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set (ZMA-201600015). SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS. L 120' � 1 i 1 r� �r 1 ' AREA TO BE t -c a . �. . DEDICATED TO r . , COUNTY FOR D 11-1-1 s r= .t PUBLIC USE " SIGN \ I I I I 850 TO IRE iBERKMAR DRIVE BAR +� / x -F T t I I I. T j {; r, I if1 TYI 'I 'i , i'_T I, TrLE Wt I I j 11 4 I I � I I r 171 I I i I 1 ! I { I I �d I I 1� I I RESTRIPE THESE AREAS TO SEE SIGHT DISTANCE-7 IS ANCE j BLEND NEW WORK INTO EXISTING EXHIBIT ON SH ET 23 ' PARKING 1 --% fT171 1- I LOT / PARKING / BUILDING REGULATIONS: D LOT / PARKING / BUILDING REGULATIONS o FRONT FRONT SIDE SIDE REAR REAR W T ui ac o un LOT WIDTH BUILDING PARKING BUILDING PARKING BUILDING PARKING MIN / MAX MAX. �ro (min.) SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK STORIES BUILDING N U i1 E� (min.) (min.) (min.) min. min. min, 0 HEIGHT B LOC K I 125' 30' 15' 0' s 014 30' 5' 1/3 65' BLOCK II 125' 30' 15' 0' s 0' 4 30' 5' 1/3 65' BLOCK III 120' 75' 10' 5' 0' 0' 5' 1/3 65' BLOCK IVs 16' 20' 0' 6' 5' 10' 5' 1/3 65' BLOCK V 50' 70' 10' 10' 10' 0' 5' 1/3 65' RESTRICTIONS/REQUIREMENTS/NOTES ASSOCIATED WITH THE STANDARDS ABOVE: 1. Regulations established above are based upon an Assisted Living Facility development in general accord with ZMA-201600015 "Scenario A' Concept. 2. Refer to the Code of Development in ZMA-201600015 for details on the Permitted Uses. 3. Interior lot lines will have a 0' setback along streets, roads, access easements or lot lines. 4. A 4' setback shall be enforced from any interior access easement. 5. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 6. Curb and guter may fall into all parking setbacks. 7. All roads are private with public access easements as shown over them. 8. Architectural features and overhangs may encroach into Building Setbacks up to (4') feet. 9. Parking Setbacks shown are only for parking lots with (5) or more spaces. 10. Subterrain parking shall not be considered a building story. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com O ro d � v- W m 3 9 o �ro c � ^' ro -6 �s o tba W T ui ac o un M o 0 o �n y �ro 3 _ �ro Q) 0-0 o CL E p M_j Ln � � ro 4 � N U i1 E� Q) o uo U 'N v 0 V) o u ou 0 Cert. No. 0931 �`" �ro �Q �w � U N J roo E_ .® ARC ro N .o 0 O ro d � v- W m 3 9 SHEET: Layout Plan o �ro c � ro -6 �s � m 00 o �ro T N ro E p OF Ln � � @ro � N Q) v 0 V) Steven W. Edwards 0 Cert. No. 0931 �`" rn - 0 Ln �Q l � U N J �PE ARC °) 0 O •� Q� U) 'n ro U)LU Noro o p,LTH OF .N E uo Q) Alan G. Franklin b P Lc. No. 35326 W � O W E ti ssI o oNA L clFu .a Eo U N 'E t ro N 0 6 SCALE: 1113 ' ISSUED: 3 April 2017 � o REVISIONS: 02-08-17, APPROVED BY BOS 1. 05-18-17, CO./VDOT COMMENTS SHEET: Layout Plan 1�1 NqT-E�.: CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF E ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY 0 15' 30' 60' 120' V TREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S ACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES �A 4 - It APPROXIMATE LIMITS OF 0*1 TREE SAVED AREAS; TYP. Z, AS OUTLINED IN THESE PLANS. ALL UAfflA9jtb WILL BE DETERMINED BY ARBORIST. SEE SHEET 6, CONSERVATION PLAN, FOR ADDITIONAL 'INFORMATION. Q D E N 0 E THE DEN EMERGE CY"ACCE C)r)T EN BE LAWN IN'FOR -QPr)T GRAAV T AVuiu B' -PAVER UNDERDRAIN, TYP. V APPEARING S DEDICATED IN' KESSI G SSLOCATION TO X DAYLIGHT TO BIO -FILTER BE ETE ZMIN BY FIRE NN,Ir -1/ALL PAVER UNDERDRAIN CLEAN OUT, TYP. )VCY --- ---- 1 A EX. ?IM 5 5 T I W 77.00 6 ♦6" PAVER UNDERDRAIN INV. 1 544.67 .67 BW 7450 2 44 NOTE OUT TIE TO STORM INLETS PROO P, TYP. INV 544.47 ALL IP RAP TO BE "BARGE CHALET' 7146 FROM CHARLES LUCK STONE--"' -CENTER IN BULK QUANTITY 3 qJ1, i 11rN 4A WALL A4 EXISTING 20'DRAINAGE :r,4PERME FREESTAND� Gf ` �� 1573.0 Fn E ` 1 1-- , NWALL .......... -A" ,,�,-MENT, Typ. g 1 7 -b. 3931 L-! j 0\ (D. yP PROPOSED \7 4 S MIMAINTENAINGE EASEMENT, TYP.2.0% bo 6ND "�JRETAIN 6" PAVER 6ND hL) Alr.BW&7 ALL 1 1.00 0 TIE TO STORM WALL & R�TAININO N SD 00 01� 00�, ZMA PROPOSED DRAINAGE 5 EASEMENT, TYP. TRANSITION TO C ul -"TW582 00 7rll W576.00 THICKEN SIDEW TW577.00 Coji EMERGENCYAC S CRO "SG-/ 0a OVER 0 i6lSp J W582.00 x --------------- ... .... rr 6C BW575.00 1 8" HKIVA I t- ZjLVVtK-W,.. ................ - - ---- -------- I V 0Z 00 T A16ri SD RETAINING WALL 7, 1 81.51 I ICU LP 1.0% 10% REHAB CENTER L sPACO 83�56 - - - - - - - - - - - - - - - LA. UUNU. VVMLL"'r 12L Q) W 0 :g U CCLL M I I � - y - > TE PO ARY� 3 G DIN 3/CO 1 CTI N� STIR EX�Dll A " / 4� , "" 11 + 1 ---E ENIE I co N+71 Cb'� QUALITY UNIT (T�D W VSMO PL NN) 1 A R11 8" SA SERW- 'y S) AC 7- t ss� Z ;W�45.03 RIM 547.74 • S SD 547.74 A- 5TIE TO EXISTING INV.10'UT 5 FS T W 0 58 >tl0 58 ZZ PARKING LOT 57 1Z/1 7-1 I - I - T - ------ - N �: 1 11 - - ------ - J 1�2) If 5; 7r OBE NOTE�-SPOTS Sf4OWNTOR WALL RELATE -Z 9TE: SAFETY RAILMG T TO -rno Akin OUTSIDE WA -i i PACE SEE EASEMENT 141' 1 -4 -ED ON TOP QFWALLS-30" OR--- Z D (EXISTING) J WALL DRAWINGS FOR DETAILS---. EATFRf & C�--W LL 1-- N1, , i - I Smoi ,, � '` j' D it EX DI -2B 1491 S MENTAL---- , 1, - - - - - -- ----------- - - ----- - ------ 2 RETAINING -WALL ------ RIM 54 94 INV. 11 CO CT MH 0)/N�- BERKMAR EX, UB APPROXIMATE LIK4IT-S.,OF J - Al EX 24"R P TREE SAVED AREAS; TYP. .... ....... 60 CROSSING -3B (4� ST '6 F J R14545.56 0 7ZINV. OUT 541 EX. DI -1 a RIM 550.11 Cn - --- ---- EX. PMH -- I �)X. 18 R P RfM q46.14 INV. IN 544.32 IN INV. OUT 544.32 IAV. �39.04 J RESIDENTIAL 3 14' EX. I- B m rT RIM .21: INV. IN 5 INV. OUT 837.32 EX. SMH BRKMRCR-1-2 co EX. SMH RIM 549.27 m N j RIM 54692 EX. SDMH INV. IN 542.75 SSEX INV. IN 542.5± RIM 543.05 NV. IN 537 66 NV. OUT5�37, INV. OUT 541.29 Exi INV. OUT 542.32 NOTE: 11"OR ADDITIONAL DETAIL AND INFORMATION REGARDING THE PROTECTION METHODS OF THE EXISTING TREES SEE SHEET 6, TITLED CONSERVATION PLAN . F� Edwards designStudlo, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: 4W 0 Q) 12L Q) W 0 :g U CCLL M 0-0 < - U) -0 > T) -0 O E V) Q) C) -0 co ui "o cc E 0 Q) - N =3 0 E -5 LTH OF -a E 0 Steven W. Edwards -0 r' Cert, No. 0931 0- a) En x cn -j "PE NV, 0- E O'D U)U) C6 72 O Uj TS F N 2 OO 0 E o. cw tllan G. Franklin Lc. No. 35326 0 0 -'ONA L > Eo co CQ) E Z SCALE: ill 30' ISSUED: 3 April 2017 Z�n >8' REVISIONS: -- 02-08-17, APPROVED BY BOS < 1. 05-18-17,CO./VDOT COMMENTS Z 0 309Z 0 0 R 5 ■ PVI STA = 14+00 PVI ELEV = 585.04 A,D. -11.04 K = 5.07 - ------ ----- ---- 56.06- VC 10+00 11+00 12+00 NICHOLS COURT PROFILE SCALE H: 1 50' V: 1 10' 8' 590 570 590 091110 0 0 0 0 Moff 550 570 540 560 a_ BANDING COURSE H.P. ELEV = 582.12 EAGLE BAY AQUA BRIC 4-L EAGLE BAY AQUA BRIC 4-L 0 CONCRETE PAVERS H.P. STA = 11 +20 2" NO. 8 AGGREGATE U.1 17 PVI STA = 11 +20 I L.P. ELEV = 5T6.52 H.P. EEV = 577.04 L PVI STA = 10+3'0 PV� ELEV = 582.60 I L.P. STA =1 +98 H.P. STA 13+42.79 PVI ELEV 57 S.08 A.D. -8.00 I_.P. ELEV = 559.54 Steven W. Edwards c c) A.D. 2.00 Cert. No. 0931 K 7.00 ISSUED: 3 April 2017 PVI ELEV 5 6.04 1 PVI ELEV 577.32 0 C6 K = 12.00 Ln REVISIONS: 56' VC A.D. = 6.00 A.Q. -6.09 L.P. STA 1 0+10 Z 24'VC, > 0 K 12.00 KI = 6.89 (0 00 LU I-_ LOco GG 72' VC 42'VC , Uj Lj_ PVI ELEV = 5 04 LO > + 00 L0 �0 C) (D CO 1- 0') C-4 0 ' 0) Ln >; Lu 00 + LO r*_ 0 z C) LU _j LO 04 CN CD P- (0 + + + LU [L + 0 LLI > > _j CL Lu CN C� LO Lo + LO CY) LO LOW LO LU LU UW Lu 11 -W Lu > > >L A.D. 12.00; LU + N 00 > LU 0- U-1 Lu uj 5 > LU IN LL K = 15.00 EXISTING GF��DE4 LO > 0- LU wL _j _j T- q Lo 0 GRA[ L>U _j + 0Y -400o 0 180' VC 1 G I LU LL U-1 Z EXISTING GRADE Z PROPOS PROPOS D GRADE LU LIT Cn (0 I LO r. nl CO 0-)100 co _N i CO 0) _N m 0x0 CO Or) 00 1,, M 00 N CN Lq %19 - 1 C'? % CO I CO(0 LO N I- I- 1.04°/ 00 1- �Irl- 1,- r,- I r,- 1 1 � 0 LO in U') U') Lo Lo LO LO L0 - --------- Lu 00 (m LO I C IN "t C)> + Lr) (0 LO LU Lij _j Uj >w > LU _j _j C) CL _ WW 1 ------ - ----- co + C) Z 5, 0 - ' l j LU Co U) 4- -2 Nff - ------------------ Co _Uj Z 4 Ln P co -D ED _j LU C6C/i U) (n LO CD LO 00 rI LO LID i - 80 1 i '0 1 '1 0) 10) �R L L6 g) %�. � LO ....... q 10 2C C� 't 'ZI CN Lq .01.4 ql L2 � LO LO 10 CD 1 LO I LO co �!p U) F_ U') CIO LO co U') CIO LO LCi - --- ------- - - - ----------------------- 10+00 11+00 12+00 NICHOLS COURT PROFILE SCALE H: 1 50' V: 1 10' 8' 590 570 590 091110 0 0 0 0 Moff 550 570 540 560 a_ BANDING COURSE H.P. ELEV = 582.12 EAGLE BAY AQUA BRIC 4-L EAGLE BAY AQUA BRIC 4-L 0 CONCRETE PAVERS H.P. STA = 11 +20 2" NO. 8 AGGREGATE r_ 17 PVI STA = 11 +20 I L.P. ELEV = 5T6.52 H.P. EEV = 577.04 L PVI STA = 10+3'0 PV� ELEV = 582.60 I L.P. STA =1 +98 H.P. STA 13+42.79 PVI ELEV 57 S.08 A.D. -8.00 PVFS I A 6 PVI STA = 13+50 Steven W. Edwards c c) A.D. 2.00 Cert. No. 0931 K 7.00 ISSUED: 3 April 2017 PVI ELEV 5 6.04 1 PVI ELEV 577.32 0 C6 K = 12.00 Ln REVISIONS: 56' VC A.D. = 6.00 A.Q. -6.09 02-08-17, APPROVED BY BOS Z 24'VC, > 0 K 12.00 KI = 6.89 (0 00 LnlI GG 72' VC 42'VC , Uj Lj_ CID C) � 00 0 + il- + LID LO CD LO > + 00 L0 �0 C) (D CO 1- 0') C-4 0 ' 0) Ln >; Lu 0 > uj. > _j LO 04 CN CD P- (0 + + + LU [L + 0 LLI > > _j CL Lu > + LO Lo + LO CY) LO LOW Z Cr Ui 0- Lui LU UW Lu 11 -W Lu > > >L U? co LU > LU 0- U-1 Lu uj 5 0 1 - IN LL LU i C0 U.If > 0- (L -400o 0 0 co LL U-1 Z EXISTING GRADE PROPOS PROPOS D GRADE LU (0 I LO r. nl CO 0-)100 co _N i CO 0) _N m 0x0 CO Or) 00 1,, M 00 N CN Lq %19 - 1 C'? % CO I CO(0 LO N I- I- Co 00 1- �Irl- 1,- r,- I r,- 1 1 � LO LO in U') U') Lo Lo LO LO L0 13+00 14+00 10+00 11+00 12+00 ECKERSON COURT PROFILE SCALE H: 1"=50' V: 1"= 10' 40' ACCESS EASEMENT rt 12' 12' 5. L, 31 LANE 2 2% LANE SIDEWALK] 2 2% % /C� TYPICAL ENTRANCE ROAD- ECKERSON COURT SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4" 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. (0 " R 4. FOR USE WITH STABILIZED OPEN -GRADED c 2 .1 DRAINAGE LAYER, THE BOTTOM OF THE CURB %_ AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. b 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN 6' AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. /�F 611 CURB & GUTTER (VDOT CG -6) 80 MM SOLIDER PERIMETER BANDING COURSE NO. 8 AGGREGATE IN OPENINGS EAGLE BAY AQUA BRIC 4-L EAGLE BAY AQUA BRIC 4-L CONCRETE PAVERS CONCRETE PAVERS 3 MIN. THICK 3 1" MIN. THICK 8 2" NO. 8 AGGREGATE r_ 4" NO. 57 STONE 2" NO. 8 AGGREGATE, lONA CL -ti 2 i5 -E > L 4" NO. 57 STONE 12" NO. 3 STONE N 12" NO. 3 STONE U) Q) Q) C) in Steven W. Edwards a) Cert. No. 0931 COMPACTED ISSUED: 3 April 2017 SUBGRADE ASPHALT/CONCRETE PAVING SECTION FLUSH CURB/EDGE RESTRAINT >/ COMPACTED SUBGRADE VDOT 21A SECTION ABUTTING PAVING GRAVEL BASE D PERMEABLE INTERLOCKING PAVERS VDOT 21A GRAVEL BASE V FILTER FABRIC L 6" PERFORATED SDR -35 UNDERDRAIN (TIE TO STORM DRAINS) SLOPE 14+00 VDOT STD CG -6 NO. 8 AGGREGATE IN OPENINGS o az EAGLE BAY AQUA BRIC 4-L -2 CONCRETE PAVERS -0 co 3 MIN. THICK _0 2 Q) 2" NO. 8 AGGREGATE r_ 4" NO. 57 STONE N lONA CL -ti 2 i5 -E > L E 12" NO. 3 STONE m ro COMPACTED SUBGRADE SECTION ABUTTING CURB 15+00 59' ACCESS EASEMENT 5 6.5' 13'1P. 13 6.5- L. 5 1, 01 10 10 SIDEWALK LANE ME IAN LANE ALK 2%-1. IS 2% 2 590 A TYPICAL ENTRANCE ROAD W/ MEDIAN SECTIONS N.T.S. 580 560 INTERLOCKING PAVERS TO BE EAGLE BAY SWM PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID MECHANICALLY INSIDE 80MM PERIMETER SOLDIER COURSE CONTRACTOR TO VERIFY AND INSTALL AS SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE ALL WARRANTIES EXPANSION JOINTS SHALL BE EVERY 20' MAX. CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. PAVER COLOR TO BE DETERMINED BY OWNER AT THE TIME OF ORDER. 51 VARIES SIDEWALK� 2% 59' ACCESS EASEMENT 12' 12' LANE 9o/ LANE 90/ VARIES 5' SIDEWALKI 2% B TYPICAL ENTRANCE ROAD- NICHOLS COURT 6,)SECTIONS N.T.S. O (D Z VARIES (SEE PLAN) LU 12' 12' 25, 7- VARIES o EX. EASTBOUND4o EX. EASTBOUND PROP. EASTBOUND WALK LANE LANE LANE 2' MILL & OVERLAY PER VDOT WP -1 2% 2% �0_0_ M-1 10. 1 NOTE 2" SM -9.5 A VDOT STD. MATCH EXISTING 3" BM -25 CG -6, TVP. PAVING SECTION 8" VDOT #21A COMPACTED SUBGRADE OR PROPOSID SECTION (WHICHEVER IS GREATER) RIO ROAD FRONTAGE IMPROVEMENTS P-050 6� SECTION TYPICAL SECTION WEST OF ENTRANCE N.T.S. N.T.S. NTS SECTION P-047 N.T.S. 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR NICHOLS COURT AND ECKERSON COURT NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE INC WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. A-- 6 G CURB (VDOT CG -2) SECTION P-048 N.T.S. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB WIL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 4" CURB L, 2" 5" SURFACE 3A IJ COURSE( 6 -SEE PLANS '3" 4° FOR DETAILS W. .2" R I SURFACE - - - - - - SEE - NOTE - - - - - - - - - - - BASE SUBBASE =11 =L I q*m UNDISTURBED SOIL EDGE OF EXISING PAVEMENT ,.--(AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALTLAYERS PROPOSED ASPHALT LAYERS ---------------- EXISTING SUBBASE PROPOSED SUBBASE - - - - - - - - - - - - - - - - - - - - - - - - - - - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 111/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS, THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIIIAUM DEPTH OF I Va INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT GROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6, EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT 71E -IN LOCATIONS SHALL BE TESTED USING A ic FOOT STRAIGHTEDGE IN ACCORDANCE WTrH THE REQUIREMENTS OF SECTION 315,07(a) or THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV FOR WIDENING SUBJECT TO TRAFFIC 11/07 305 =30-302 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 PAVEMENT WIDENING (VDOT WP -2) SECTION SECTION P-002 N.T.S. N.T.S. DETAIL Edwards designStudlo, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: J & nv Site I B"kMa . ..... ry (U_ W Z 0 0 o W0 no 0 0 t CL 8 L) ED _j E � .2 cn oro cn 7P 2 ru 3: -0 Uj (D E 0 N 0= v m =0 1:5:5 ATH OF' a) o az -2 Alan G. Franklin -0 co Lc. No. 35326 _0 2 Q) r_ Q) V) >1 v) lONA CL -ti 2 i5 -E > L E H Op m ro E U) Q) Q) C) in Steven W. Edwards a) Cert. No. 0931 ISSUED: 3 April 2017 CL Q) T _j REVISIONS: �§ a - o.6 02-08-17, APPROVED BY BOS < PE AV, 0 .2 Q) cn CCU t6 -2 a) LU E 0 " :2 ATH OF' V) V) E Z5 no m Alan G. Franklin Lc. No. 35326 0 -QU) E Q) V) >1 v) lONA CL -ti 2 i5 -E > L 2 0 cn co Q) CL SCALE: As Shown .6 >1 ISSUED: 3 April 2017 0 REVISIONS: ha E 02-08-17, APPROVED BY BOS < 1. 05-18-17, CO./VDOT COMMENTS Z 0 Z SHEET: 0 LL Cn U.1 LL 0 Z Z ii Road Profile, N 0.Sections and Details � I r I I I . . I . . . C i I I SD -D8 . I I . . r r . I I . I I I I . 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C . . . . . i I I I 1 �-- ____j I I I 1 1_� r I I I 1-1 r i A 0 0 55� . . : I II i � I 3.150 LF OF 15' i �_- i - _ �, ,-I r.3. 0 ; . . . . . 15j00 LF OF 15" j . . � i r 1 HD PE � @ 1.06% 1 1 i- - -18, I I 50 25 LF OF - . j . I I,rt i � I.' 1+ i � I ' � :DPE 0 0 U) ! uj () 1 I i I � - i SEPARATION 1 r � i I � �____ 1 -1 . 60" 0 SW I � I I � ____ ��_Zv_+__ >_ ____ > - CYI--- -.--- - SEPARATION LJJ I i __<_ ---- __ = � I . I -01 LL I i� 3: W , . Z . . I . . . � j 1 - _____ I i . I - ------- - I I I i 1 1 . I I DETENTIO I W :�( I I r I I (n I W _j I I r I :� �_ W I 1 r j r j I r . I i NETWORK � - W uj I I I . . I �: i j LU g �_ I I I I . S : i 46.00 LF 09 � � 24" I _ 2 Uj < I . I W _:; � W I i i I i C I I - IL i - r 0 f � i < -:;t � - I � � ; i I I � I HDPE @ 1.00% � . . _ _ _ " 1- I 60 U) i IN - i I - - -----_ � = I to � = � co I I . I . i - -I I . . T . 1 . I 1 1 1 1 . i . . I I I RIM 550.20 I i I 4 I I r I I . I . I I . I I 1 540 � , 1 i . I I I I j i . I � r 78.06 LF OF 1 "' J I . . I I C i I � I . ' INV. IN 542.9� 1 1 . i I I I I I . � I I I . I 1 r I � 5 I I 4 INV. IN 539.90 (8" FROM STQRMFILTER) I I HDPE @ 9.84% 1 1 . r I I C j I j I i I i I I . I i i I I I . I � I i i I � � I I I i I I INV. OUT 539,�.80 1 1 1 1 t I I i I ; 3 r i i r 1 I . I I � ; I i . I I i I r . I � I I . 4 i I I r i � I I i r i . ! . I I I I I I I ____1 r i i I 1 I L______j_ . --L---��---------------L--------,-- - - ___ __ 10+00 11+00 10+00 11+00 12+00 13+00 STORM DRAWN - STORM DRAIN 'D' SCALE H: 1"=50' V: 1"= 10' = SCALE H: 1"=50' V: 1"= 10' I j t i I 5 % 570 % 600 590 90 580 580 570 � . I i ; � I . I . I � I . . . I � . . . . SID E2 � . I I � 550 550 i I VDOT STD DI -213 i . � � I . . � . i I . . . I . � � . STA 1 1 +20.32 . � � . I I Sp D44 I � . -.------- i i . 1 � . . I . . � . � . I � I I � VDOT STD DI -3A . I . i ST',A I i . 12+55.59 I- ___________1 ` I i I i � I i � � . . ; I � . � . . I RIM 578.10 � 5 I VDOT STD DI -2A I I 6 I I i I I ---------- � � . I I � . � I ,___ - INV. IN 571.57 � I i � ___ -----! 6 00 i I I I SID P4-1 i STA - ---- [- � � SID D6 ' � . I INV. OUT 568.57 i e . I I DI -1 RIM � k 571.25 1 I � VD6T 10+52.52 STD DI -2A STA 10+06 . � . ; � . c . I � � . r IN�. 0 INV. IN 562 1 .35 � OUT 562.25 � I (2'T 1 H ROAT) VIDOT ST� DI -2B I . . . I . . � . . . � ,5D E3 . . . . 4 � 50 - -----+------- i I i RIM � P59.57 . _ . . . . . (6- THROAT) � . . . . . . . . STA 1 1 +35.32 . . I ! I INV. JIN 553.77 � � � . . . I I � . � � V DOT STD DI -3A . S D D4-3 I i . 5Qn . ---- ---------- 557.72 (D � . � � � INV. IN ) 2 _ _ � � _ - ------- -_ I . . I _RIA4_5_77_97_____ . - . i 590 600 �w I INV. IN 557.72(E) I 1 , I I � � . I . . INV. IN 571.97 . INV. � VDOT STI) MH I i SID D4 - STA 18�48.07 I i � T 1557,62 � � . . INV. OUT . . 1 ? . . � INV. OUT 571.87, � RIM 564.OD --- , � STA -1 Q +_ Q Q _. 0 0 - s iGRADE. I EX. ., , i I � I INV. IN 559.26 ! 1 --- - ___ I VIDOT TD MH � RIM 559.08 i i I ; I � I PROP, GRADE -T\ 1 I . � � � � ! . i � 5 ; I INV. OUT i - -1 �57.26- -- I - - i I I I i I � -SDI El . . 1 1 , . 1 I I . . - ; 580 � � �___________________ - � � � . . STA 10+29.59 ____ I --------- ------------- - � 9 ___ ___________i ; � � . I I .. � - N__ I i I I . I INV. IN 552.35 I VDOT STD DI -2A . � D '_2)� ' . �_ I I T , . . . . I 1 i INV. OUT 552.25 � s i � � 1 � 2'THROAT) I I ' I ( I ) 1 A5 . . . . . 1 I I I ! I RIM 569.64 . I � � I I ' � 2 . . � . N_ VDOT STD DI -3Q ___________,_____ - - ----- __ --- ___ -----------T- � �___ I -------------- _I----- . r _71- 1 1 I I � , 64 � � � � INV. IN 563.64 Z A i - - - � . . . I � I I - � � I I I 7.17 LF OF 15? � . . � i I 1 I I , � 0 . 6� JNV. OUT 560.64 - - _ _ _ __ - --r- - - - - �j I -, , I I � I - . . . I . . I . I I I I HDPE @ 11.00°+ i I 570 ----- - --;;- . _ __ __ ____ __ . - _____ - -L- � - -1 . I L_ --- I I I , I 1 I 1 - _. i I I 80 � __ __ __ - � t I. � I ; . . . . . 15j00 LF OF 15" j . . � i I i I I INV. IN 573.00 (1�") _: Z52 _j 52.52 I Z 5 � � ; I ! i - . ' . . HbPE @ 2.00% 1 i � I 1 � 4 . I I I i I � . I . . � , 117 1 C: nE: i � 90.73 LF OF 15" I I i L . . I s . 1 . . I . . . ; I I I I I 560. I ' � I �__-- -----,-- - I . . . I I i I HDPE @ 5.43% t I __ -.------ __- i . _____1__ - - � . I � � � i I le2g.59 � I . � I . I . I . . . . . I . i I � � ---. . I. I I. I. .� � C I . I . I 560 570 � � I . Lr OF 15" � � . g . . � . . . I � . . � . . . � I I I I I � r------ -T- I I I i i c � I . � � . 1 � HDPE 9.87% . . I . I . . i I . . . . . � � . . . . . � . � � L I I I i _____ I I ------t----- � i I 1 550 I � I i -- _4_______ C � � L I I . I I 1 � � i . � . , ____ . � � . i � I I I I I I I . 1 I . . . . . 2 . � � , I _____g , 1 I S I 550 560 I I . I I _1._\7D_0T 2. VDOT VDOT i I I I � t 1 NOTES: . I . . . . . . I 0 BE PROVIDED ON ANY ON ALL INLETS. I DRAINAGE STRUCTURE TAL� ______ I I � � i . . . . i I 1. VIDOT STD 11S-1 (INLET SHAPING) TO BE � � SHAPING) i �SHALL I i i I I I . T . I . I . . � . I � 'I PROVIDED ON ALL INLETS. . . I i � .1111 ... . ....... . -1 I : ------]----------�--------i�-------.I - --- --- ----7- I I � I x I i . I I . . I � I I . i 1 2. VDOT STD'SL-1 SHALL BE PROVIDED ON ANY ____ , __ --- - , , I , i I _ _ - I - _ _ _ - I - - - - _1 ----.-- I - r � i . � I - -_ I I 1 . i L_______--1 I I i . I . I i THAN 12'J i I DRAINAGE STRUCTURE TALLER 1 I . I . L ---- - --- -L-------- � ____ I - -_ - I'll -.Z-- - - - ____ - - 8 10+00 11+00 10+00 I I � i I SEPARATION ; ! � STORM DRAIN 'E' � ... -� � i I i - - ! 236.1 LF,, OF 24- HDPE @ 0.55% � 0 .11,111,111,11, - - SCALE H: 1" = 50' V: 1" = 10' I I I . . . i - I - I - i i I 1 5 % 570 % 600 590 90 580 580 570 570 560 560 550 550 540 540 I f - -------- -,---F------ . I I I � � -T----------F------ I i i T - - ------ - - ----F------------- I i i _ , � i I ! I I 1 i I VDOT STD DI -213 � � ----T--- SID F9 I I I Sp D44 I � . -.------- i I : I __1_ i ST',A I i . 12+55.59 I- ___________1 ` I i iI VDOT STD DI -2B I 14 THROAT) I SID D4-2 I VDOT STD DI -2A I I I IINV. IN 553.51 I I I STA 10+95.�5 I _ (2'ITHROAT) i I I I SID P4-1 i STA - - -- VDOT STD I RIM 5,58.10 DI -1 RIM � k 571.25 1 I � VD6T 10+52.52 STD DI -2A � RIM 581.7 i � INV. IN 554�i IN�. 0 INV. IN 562 1 .35 � OUT 562.25 � I (2'T 1 H ROAT) i � i I i I i ; i I I I i i I I INV. OUT 5 I 4 � 50 - -----+------- i I i RIM � P59.57 I . I I ! I INV. JIN 553.77 I I S D D4-3 I i . I I INV. 'I OUT 553.67 < a) zt = W 1 I I i STA 12+2 � .42 I � I . . ........ . . 1540 1 I I i � VDOT STI) MH I i SID D4 - STA 18�48.07 I i � I I RIM 564.OD --- , � STA -1 Q +_ Q Q _. 0 0 - ----- ______ - --- INV. IN 559.26 ! 1 --- - ___ I VIDOT TD MH � RIM 559.08 i i I I I I � 1 i VDOT STD DI -3C � I EX. PRORGRADF I INV. OUT i - -1 �57.26- -- I - - i I I I i ! � RIM 579.76 I - ; INV. IN 55235 i I D) i -- I i I I . I INV. IN 552.35 D4-1) �_i � - - - T , . . . . I 1 i INV. OUT 552.25 I IINV. IN 573.81 1 I RIM 580.10 i I I I � i -1 �, I I I I ! I I i �- " i VDOT STD DI -3Q ___________,_____ - - ----- __ --- ___ -----------T- � �___ I -------------- _I----- . r _71- 1 - - - - - - I ____�, - ------- - -1- ---- - ------- - -_ i i � I I - � � I I I 7.17 LF OF 15? � I I -_ --+------------ � I I HDPE @ 11.00°+ i I I __________.__ C . :�c - ____________________ < - - rOw�H 43.23ILF I OF 15" i I I I I � I ________ -+----------1 � LIJ Lij I K � HDPE @----I--- D 1.696/6 i I i I I INV. IN 573.00 (1�") _: Z52 _j 52.52 I Z 5 LF OF 15 .1 � I I I i I � 0� HDP P W D El �_ @ 2.51 % I i I I I I I I I I i I r)" _ t� � 1.0, ± I i 1 1 I � I I i � 3: SEP4RATION i = i � I I I I I I I � r------ -T- I I co __T___ --- I I I -----t- I -] i _____ I I ------t----- � i I 1 � I I � . I I i __ . I I . . - -111111111- I I _� I I . � I I NOTES: I I I I I I I I . I I _1._\7D_0T 2. VDOT VDOT STD IS -1 �INLET STD SL Z5HAMNY) BE PROVIDED I 0 BE PROVIDED ON ANY ON ALL INLETS. I DRAINAGE STRUCTURE TAL� ______ I -1 I �SHALL I i i I I 1________._�______ I . .1111 ... . ....... . -1 I : ------]----------�--------i�-------.I - --- --- ----7- I I � I x I -1 ------- i 2.0'-� 10+00 11+00 STORM DRAIN 'D4-1' SCALE H: 1"=50' V: 1"= 10' 12+00 ME M11 W0, 560 550 540 ER THAI 13+00 I 3 ISID D5-1 T-- ----- -,------____f___ I - ------- I I � i i i � i STA 1 0*37.49 i � i 1 i I VDOT STD DI -213 I I i I (4THROAT) I i ' ----T--- SID F9 I � 5 � _____ -----,--�--------�,-"-�,�----",-�.�----- 580 t ... I ; INV. OUT 556.38 1 ! --- I 580 � , � 1 SID D5 I I I I i I SID F1 � L : 3 I I I 4 i STA 10+00 � I I I i iI VDOT STD DI -2B I 14 THROAT) I I I � 1 I I I , - - ------ _ --- 570 '___,_____, 'RIM 561.01 - _- - 570 IINV. IN 553.51 I ------------------ -------- - ------- - - - ------------------------------ i i i I I 'INV.1 IN 553,51 I I � . . i i I i I , V. OUT 553.4 1 - - - liN --- I -i - -- . 1 I , ! � i ' i1: ---------- ______�_____ ------- --- - 560 F___________ ------ I I- --- 1�,_ ___ - ______ - - I -_ � I - - ` I 560 � 1, ± --------: � RIM 581.7 I � I SEPARATION , I ION " i i � I i i I I ; I i ! 37.49 LF OF 15" 1 !,"", i 1 I I I I - i r,F, i � i I i I i ; i I I I i i I I HDPE @ 7.66% � . I i i � I i � .o. ± . - � I ;it I- � I I SEPARATION SEPARATION i - - - -, � - ------ - - - - - -- - - --------- ___ - ul __ 55 0 I 1 � _ __ ____ q 1550 i , Z IJ 1 � _j I I i W I � - :5 i � . 1 I I I ui i 1 � - I i � W Z Uj i 1 I I i � I ! = < a) zt = W 1 I I i t - ---------- ; co 540 I I I co CO � I . . ........ . . 1540 1 10+00 STORM DRAIN 'D5-1' SCALE H: 1"=50' V: 1"= 10' SID F10 + STA 1977.45 VDOT STD DI -3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 I------- - ------ T-- ----- -,------____f___ I - ------- I I - -- T - - ----- I F-.----.--------- I ! - _7_________ ,1 , I I i _________ -------- --------- 1 - -------- __ -----1-------F----- - i I 7 1 - , -,--- ------- i � � ______ - --- -- - ------ - ------ __r - ---- --------------- � i i i I i ----T--- SID F9 I ----.-- � ------S D--F1-" I . II I I I i I I i I SID F1 � L : i t L � i i 1 I � i j � I I I I ; � I I I I I I i I 1 � I I I ; I � I i I I I I I STA 19+24165 T i � ------------------- -----------------_-__-I____---_---___--------____--.- IiI TA 20+Q VDOT STI I ------------------ -------- - ------- - - - ------------------------------ i I STA 10+0p.00 � I ; � i I I � i i i i � I I � I i I I i i VDOT STDI DI -3A ; I . I I I i � RIM 581.7 I � I VDOT STO FES I W/ RIP RAP EC -1 i i i � I i i I I ; I i ! 1 j I I I i I i I I I I I i � i I i I i ; i I I I i i I I � i i I . I i . I i i � I i � RIM 582.591 � INV. IN 577�25 1 , . I � I I INV. IN 511 ------------ 1 WV__OUT_P7J_.50,_._____.__L - -- - ----- _-4- - . i i I i I I j i I --------------- - ______ I _- -7- i I � ___ I---------- 1 --- I ____1_J I I - - __ � _________J I [ I I i � I . I ISID F5 i [_______9T_A16f11 I I ; 1 1 i � -SUFf i 1 - ___._§_6________ . . � ----T---- _____ I S__ --'--I [ -_ , -------- 7--- ______ --- 1_1NV_O_U_T_51M5____-4-- ,D F8 I I � ' I I I I I ____ I P I I I I . I INV. OUT1 ___ - -------, S t , I INV. PUT 560.00 (24� I ; I I I � I 1 1+26.79 i I SD F4 � I - SID 176' I I STA 13+76.81 1 1 ' VDOT STD DI -3C L � STA 18�48.07 I i � i I I S I 3 I I ' i I I STD DI -3,'C ' . . I 1 STA 12+36.1 �1 . I I i __ _ I j ;VDOT STD Dl-�A i i i STA 1 + 1 2.21 i I I I I HIM 58 .04 . i i I I I I � 1 i VDOT STD DI -3C � I I j i � i I V ! _- SP F2 I SQ i RIM 579.76 I . I I I V . DOT STD 61-3B I I � I I RIM 583.08 1 T T VDOT D MH -1 I INV. IN5' I ,75.18 i RIM 5811.88 I I i . C I i i i I i I I i I STA 10+16.96 ! � INV. IN 572.35 i i I RIM 581.67 I 1i . . - __1 , � I . _______L__� _- - I ... 11.11, .. __ I - --- , ---� I IINV. IN 573.81 1 I RIM 580.10 i I I I � INV. OPT 575.08 I i i ! i 1 INV. IN �76.57 (18") 1 � r ' I I I 1 I I .� � IN I _________ VDOT STD DI -3Q ___________,_____ - - ----- __ --- ___ -----------T- )NV. OUT 572.25 _____ ____ _� � INV. IN 573.Q0 ________ 1 � --------------- i ' !INV. OUT 573.711 1 ; I INV, IN1574.58 I � ______ , . ------------------- __ - -- - ----- i i - -1 ________________ j � I I I I INV. IN 576.57 (15") _____..__J_____ - -------- - __ _� - I - t_ 1 __1_____i__ ________f______ � � I I -_ --+------------ I 1 -- - --I I i RIM 580.84 I I 1 � I INV, OUT 57�.90 i i I I I I I INV. OUT 574.48 i , I i I i i INV. OUT 576.47 (24") , j I t � i I I I I i i � � � I r � I . I I 3 i I . . INV. IN 573.00 (1�") i i I I j . I I V± I I I I i X.GRADE i i I iGRADE ' L' I � i 1 1 � i i I I I I I I � 11' �V. IN 571.70 (2 411) I i 1 1 I I i i RCP @ i . . ROP. GRADE i ��P7GI I , I I I I I i � I i i I t i I I I I j i INV. OUT 60 (24") I T 571. , I i i . I i I t I I . C . . I . . . . I ___� � I I � . I I i __ . I I . . - -111111111- I I _� I I . � I ! � I I I I � I I 5 5 I I I I i I L--- I � i I 00! __ � I I i I I ___;,-� J. 1111- . . . ____ _________ --- - I � i I i I ----- ______ I I � i I � I I . 1 � I . I I i I � I , ____ __ ___ - _____ ----- --- - - - ----I- 7 t I I I I i I � i . : . . . . . � - - - - - ____:� _� -_ - ____ - - - _____ - -- __ -_ - - I i - --- --- ----7- I I � I x I -1 ------- i 2.0'-� --- � t------ -_ I k i � ____ , __ --- - , , I , i I _ _ - I - _ _ _ - I - - - - _1 ----.-- I - r � i . � I - -_ I I 1 , - i - - - � ,_ , _�� _�� - - � ____ I - -_ - I'll -.Z-- - - - ____ - - 8 I I I � i I SEPARATION ; ! � - , _ _� � � - - �_ - - - � , � ... -� � i I i - - ! 236.1 LF,, OF 24- HDPE @ 0.55% � 0 .11,111,111,11, - - j I . i I 31.00, I . I I I . . . i - I - I - i i I 1 Ill ! - 1 -1101.1691 0150% r-130,30 L DPE @ 0-� 50% 1 1 . I . 1 d - i I - I - : I I I j I � f i ; I � r i I I 1:1 P . I i HDP I i . 1 -_ - j . --= - - I � ; I i I - i - - - - I - I . . - �__ - . C . I . . . I . . I I I I I . � I I � t t t 99.80 LF OF 24" I I I I 1 I I � I I I I � � 176.58 LF OF 15' 0.76 HID -/ I 27.40 LF OF 15"I I j I I O/C i R , 5 . I I II I --- - __ I I ___ - - I I - ______ --- F -_ ------- - I I I . --- ____t__________ I i I --4---- ---r-------- . HDPE I - @ 0.�O% ___ ------------F i - ----- � ____�_._ I I I � --------. i � � _L _�E @ , ___ , . I . . 1 i ____ ______ H U P L 0- U. 9 9 I _ i ____ --- I— --P�. i I i i 10 .83 LF OF 24" I i 109.33 LF OF 24" I r I . � i I I I I I i i . . . . 1 r 13'± SEPARATION i 52.80 LF OF! 15 of i . . i I I I I � � . V � 17.00 LF OF 2Z H PE @ 0.50% . I I 6.59% I ' I HDPE @ I91 � 0.50% I i I 1 . I I I � I I i i I i � I i t � F i . . . i i . f j i j I I I i i � h - I I I I I 1 I I � I HDPE @ O.q9% I F i I I I � I iI I I I RCP @ I I I � I 1 i I i I I I i . . I NOTES: 1. VDOTI I I I i I STD IS -1 (INLET SHAPING) TO BE PROVIDED I � I I ON ALL INLETS. I I I � I I i i I I i I I I W Lu I . . . I i I I I f I � I I I � � I I � � � I I i I I i I I I 01 I I I I I t � I 0 I I - � i - i I . I I 2. VDOT . . STD SL -1 SHALL BE PROVIDED ON ANY DRAINAGE j I I __ __�__________________�_ -K . STRUCTURE TALLER HAN 12'. 1 � i -----F-------- I i ____ _____ I I I , i I _____ _____ Lu U) . I . I . I __ ____ . . . t ] - ------- ---� F_-- __ -------- ___ I , ____ ---. I- I -uJ________,___F__ I _______�______.___ I I I ----! , - - . I . i I - ------- I . . C I i I i , I F . . . . . I I I I I Z � � i i ( I I � I I I � � � I I I i i I I . I . i I I I I I I I � ! i I I _j I � It I i i i I i i I I I i I i I � I I I ; I I I i I I i I i I i i I I I I I i i i UJ . I 1 F_ I � I I I I I I I I I . ; I i i . . . I i I 1 I I � i i I . . I ! i 1 I I I � I I I I I i � � . I I i i I - ; - 001 ---- - ---- - I --,-L----- i . I � . I 1 I I I I , i ____ i i I I I . . I I , I - _____ L i I I � � ' I r I i � � � I I---,-------- I _ � j --------L-- I I I . i 3 I I I I I i I I ________1_ I ____ I I -----J---,---- I i � I I I -----I _� I . . . . -------- -- 10+00 11+00 STORM DRAIN 'F' = SCALE H: 1"=50' V: 1"= 10' 12+00 . . i i i I � i I I i � I C I I I I I I I I I � i - �L�_�� I I I p I S A 13+74.78 i I i . I 1 I 1 I I I I I 1 I i I I � � 1 � I I 1 i i I � I 1 I VDOT STD MH I ! I I . II I I I i I . . . . I I i - I . I p � . I I i � i I RI \A 57 1.00 I i i I i � 1 I i II j I i I I I I . i I I I I � I I i INV. IN 559.10 � 1 � ------------------- -----------------_-__-I____---_---___--------____--.- IiI . _-_--_- ---------- - 11 I 1 I I ------------------ -------- - ------- - - - ------------------------------ i I -------- - ----- ----------- I� � -------------------- i --- - - ----------- - ------------------- 1 I i I I I __t.-_--_-----_--__-____-__1111--_1111-. ---- - ---------------------- -------- - - - -1 ----- - --------------- - �I . I 1 . I I i i i _ ---- - ----------------- __________ ---------IIWI :-OU75�%.00 ---- 1 I I I 1 1 I I i . . I I I i i I . I I I I i I i I . I I SD -03 - i I � I I SD -65 I . I . I I I i r i I � I . I . � STA,1 2+99.05 � I I . I STA 14+15.05 i i i . I 1 I I I I I I I I 5 I I 5 p I , i VDOT STD MH ' i I i . i I C . 72" MH W/ RACK I I I I I r p I I i . I, I I - ------ � I iI . - ---+-- i C . I i I -----------WV- I 1 p I i W-557-.50------ -i � i RIM 71.00 i .. ------------ -i------INV.-',M-fi59.-08-WL)--I __ 11 - ------ - ---- 1-1 Z I . i I I I I II STA 1040.00 . 1 I ! i , i � i i I i I I C I I INV. OUT � I i I I i t , I INV. PUT 560.00 (24� I ; I I I � I VDOT STD ES -1 I j/ I I i I I i I I . 1 . . . I I I INV. OUT 539.00 , I . f i i i � I � � I i i t I � I I I I i I I i I I . i I 3 I I ' 1 I - SD- G2 - - I I i I - - �__ _____i__-___ . I I i __ _ I I I - _�_ I I � I _ ____ E C ST ' , 10+68.62 iT � i I i �� - - - - - - ----- --- I r � I I I I I I i VD STD MH -1 RIM 554.00 I I I I E�ISTING GRADE __ . C I � _1 i I � . I / c � i 1 I . . . I . I __1 - TIE INTO . � I i , Z SWM I I . I .. I � 544.80 INV. IN 57 INV. OUT �76.47 - __________1 - � � I I I j I I5 �� I �NV.IIN NVJOUT 542.80 I 1 � � I I � I i / i s I i � /_ I I � - I I - __ 11 I _F � ; I I . c . 11 i -f- - 1i . . - __1 , � I . _______L__� _- - I ... 11.11, .. __ I - --- , ---� 1 I I i 1 I i I � I . . i I __ - I I I I I . p I i ' I I I I I I I I I P . i � I I I 1 i - - - - - - - - i I j - I � 1 - - - F __F f _ _, I I I 1 7:�,� I � I I I . ,npe @ I I - �Aq i . I I r I I - I 1 40.27 LF OF .jL?-- I r5o A41�0/�O�' I I i , 1 �� 75.73 LF OF 30" 1 HDPE @ 2.230/o . . I � i I I I I I f I f I i I ,3q,1 � I ,vF� _ - OV HDPE 0_ 1.98% i i I � I � i I STRUCTURE TALLER THAN 12.1 - ----- _--__1___1 i , �� I j I I I I . i I I I I I j L----------------- X� /__ _____ I � i ____ I 11,11 I I I 13 - I 3 __,_________i______ I I i I I i I . I I I . � I I ------------------�----�------------,--t-------6- I p I i i i . / C I I � I i 1 i i i I . . i � I i I I I . 1 . / I I i � i I I � I I � � � I r � I . I I 3 i I . . I I / . I � V± I I � I . I I I r I I � I p i i � / i . . . . . . . . c I SEPARATION I i I . t I I . I . I t I I I I i t . I NOTES: i I - 1 i � � I I / 68.62 LF I c W , OF -30, 1 � - ��--------::::k i � � � � . ; . I t . , - . ; I I I I p 1. VDOT STD IS -1 (INLET S�APING) TO BE' . j � I . � ' I I --- -1 -1_1 i I �--p ROVIDE-D-OWALLAN LET&!--- -----T--- - " I '�,� RCP @ . 4.08% Q� i LU f I � � � . 7 . I I . c i I I I . i q I i I . 2. VDOT ST© SL -1 SHALL RE PROVIDED ON ANY I i 1 i I-, 1-1 �, I I RIP RAP I I I . . i 5 � � . . . � i i i i i I f DRAINAGE STRUCTURE TALLER THAN 12�. I i I I i i I i 11 I i ! CHANNEL � � I I 3: I . � � � � i � � . i � . I � r i . . � I � I I . I I I I I I . . . . . (SEE PLAN) I ' = 00 � i I � � I i I I � t I I I � , I I I . I i i F_ 1 � I . . I I I , I' __,_____ i i I . . I i k I i I I LL_ i I . I I � i � I I I I i I I j I I I I I I I i . . I I I - _____ 1 -------F--- ___ ! ___ - I I I I I I I I I I I i . I I . i F t i � i I i . i i - � I I I . . . I . I I _____ ______ _ ________.___________ ____L__------= I I I I p I i i I I I . ______ ---- -=- _____ i r I p i I 3 1 I I I I I I � I I � i I I I I I I I . __ I I -_____________L__________ I ___________________________ _____ 10+00 11+00 STORM DRAIN 'G' SCALE H: Ill = 50' V: Ill = 10' 12+00 iIi 590 ;�.-Ef 13+00 ) NOTES: 1. VDOT STD IE PROVIDED ON -PROPOSED 2. VDOT STD S GRADE STF DRAINAGE 570 600 560 590 550 580 540 570 530 560 14+00 15+00 16+00 17+00 18+00 19+00 - I �1 (INLET SHA F , �LL INLETS. 0 BE I ING) T i I _ SD 8-1 I STA 1 q+69.06 1 BE PROVIDED ANY VIDOT �TD MH -1 � -1 SHALL ON RIM 58�.00 , IUCTURE TALLER THAN 12'.INV. INJ577.36 ; t I � 1 RIM 584.75 1 I I I I I 1 1 I NV. I N 578. � 5 (12") ______ F , --------- - � -- -JNV_.0UT-&77_.26------1 I i I I I SID F8- ? I I I I 1 STA 1 1432.09 I � I I 1 . i I I I . � VDOT ISTD DI -1 I RADE EX. GRADE I RIM 58%0 , ; i I PROP.GRA i - ---- _ E _ ___ INV. IN _ -O-6 -INV. � i 578.10 _ -_ - __A T _578.00 - I 1 1 I I I I i I I 1 -- -_ - ----I . I I i I I I � 11 -1- . � I .1 I I � . . I __ __ I I C i 1 -1 ------ - ---- 1-1 Z - - --- - I . __ - - __ --- __T___ I 1 i 1 I I . i . I i I I i I � i 1 1-1 I I I i6q.00 LF OF 4, 1HDPE @ 1.00 0/� I 6 3.00 Ll�, I HDPE RI I HDPE , I t- ______ 7 i I / - _�_ - g �L \_i 0� I :1 '-+ SE PARAT C I -- N I I j/ Z UJ < :-�: I i / V) = ui 560 I i I I � . i i i 00 U) I I HDPE @16.22% I i I i ------------- ___ - SID F8 S TA 1 0+0 I - - ---- _�___ .00 I I I I � I VDOT ST� DI -3C � � I I RIM 581.8 - i ' I INV. IN 57 .57 (18") I I! 11 L___ ______ ______________ INV. IN 57 INV. OUT �76.47 - __________1 I .57 (15") (24") - - ------ ____ ____+______ � 10+00 11+00 STORM DRAIN 'F$-1' SCALE H: Ill = 50' V: ill= 10' 600 600 590 590 580 580 1.02% OF 15" 570 57 560 560 - SID F2-4 STA 12+57.40 F n_ -1 I 20+00 I I I � I -- I -- i STA 1 0jL1 -35.50 VUU I 1:1.) I U IVIN-1 111_1____1 I i . - -------- _ i --F---,-- -- ------- -_ T--SrA-11-+-48-16------------ i I i -RIM -584r7-5-- i C I I I I I � � " i I i . VIDOT STD MH -1 I . I I I r I INV. IN (12") I . . I i ; t I � 1 RIM 584.75 1 I I I I I 1 1 I NV. I N 578. � 5 (12") 179.45 INV. IN 79.45 (18" ) I 590 i I INV. i I i r I INV. OUT 579.35 (18" ) I 1 i E . 1 SID F2-1 i INV. IN 578.15 (18") I I . ! I . 1 D F2-5 i � i I STA 10+73.16 INV. OUT 578.05 (18 " I ) ' I ____ ___ I . I i � ____ I i- ____ ----,-----,--- ---VD0T-STD-t I I C i AFt-1- I- I i I . i i D 172-3 _ M---� . UDOT STD MH� � 1 I RIM 584.00 I I :TA ' �_ - -- I I i - -j i . . . - SID F2 , f i r i . I 1 +86.71 INV. LIN 577.10 (12') 1 . 'I Rl 584.75 1 I 1 - STA 10+00 i I I /DOT STD MH- INV. IN 577.10 (18' I I INV. IN 579.85 (f . I i I . I VDOT STD bl-313 E 1 RIM 584.75 INV. I i 'OUT 577.00 (1 8,1") I NV. OUT 579.71t I . I i i OUT 557.�2 i RIM 580.84 1 . . . . . I V, IN 578.65 (12") I I I . ")L � . . I 1 i- ----,------ --- __KV_j N-573-0" ILD]Nf . _____ - _�:�=B_U 3_ - 1 -1 14-VAN-57"S-�18!�- 1 . - i � - - ---------] , i 570 INV. IN 571.ilO (24")i EX. GRAD 1 114V. OUT 57 � I - 578 55 18") I I . . ' i I I 1 1-1 I 1511 I OF I 72-00 41: OF i 5" 7 INV. OUT 571.60 PROP. E - rr, I � - - - --t - - - i i i i � ! I I 1; .004 .56 III 1 OPE I I I PEI 2.56% H g 2 . C - _I i �Ir� ILD I N C I I - i I - I I - � � � i I - I - f i - - . . . I - I i 111111111", . I . 7 ..... ",.- JJ I � . - -1 I i . . . I . E I i i I I i i I I I F____ - I ________t_ - - ____+_____ _;_�_ - ----III - .... _____ 1 - _� I . I ___,________i --t- - I Z i 560 I I � _- . f j _�_ I I I - I �__ - i i I _A�735 I � . i i i I I I I HDPE @16.22% I I i 1 I ' 1 \ I 25 �F OF 18" 1 . 27 B5 LF OF 18" 1 . 1 1 I I - _ I I I . I . R' i . . � CP Q 1.05% E P @ 1.08% . r R� . . C : I I ; SCALE: As Shown i . . I I OF 18"\_ d . ? 73.16 LF 1. 7530 LF OF 18" 1 i i . I i ' I ! �, 11__� - - % � I I i U A HDPE @j 5.47 P 11 - CLASS V RCP 1_-2Q_0/_-_______ I i 70.6U Lt- V�- ItF i- ___ -------- I - __ - _1 .......... --I ___ I I 1 --Lu - -- ______ � I— I i I I I 1 C 1ARATION Z I I _____ 11 RCP @ 0.99% I 1 1 I 1. I I , L i I I i I L _j I � I I i 0-1 I I I 1 t ! t 1 1 i i i W � C W i i I I I C i � . I I I I i I I I C � 1 Z 1) I � I ; � i i I I C 3: i I i � i I � I I � I I I i . . 1 L I I I i E0 5401 �--�--------,""""- ----I -- -- = i i i I ------------1_---_-- ------ �___ . , 1 1 I j I ----I---- I i , i I 1 �. � i 540 I I I i i C I . . NOTES: I I I I . i I 1 1. VDOT ST IS -1 (INLET SHAPING) TO BE' i C � I I � � I I I 1. VDOT STD I',18-1 (INLET TO BE � I I 1 PROVIDED N ALL INLETS. i I i I I f I f I . I i � I I 1 2 DOT ST I SL -1 SHALL BE PROVIDED ON 1 .V . I i i I ANY DRAINAGE STRUCTURE TALLER THAN 12'. ; i ----- - - ---- -- - I __, - - - -------- , . i I . . . � I - - - ------- 10+00 11+00 STORM DRAIN T2-1' . SCALE H: 1"=50' V: Ill= 10' 12+00 13+00 600 I 2") (18") 590 ff 11 901 570 560 .� iiSID D6-(1 II I I I � I i--------,---- I i STA 1 0jL1 -35.50 i SID D6�3 . I � � STA 101 I I . VDOTTD DI -213 � V I � , 1 11+37.09 I STA . I I RIM 579 I 1� I ik TH� (8- OAT) � � � � I VDOTISTD DI -2B j------------- 1 j � I � I -- ------I I 1 � i 1 I I I 1 I RIM 564 72 590 �----� =---- 1 ROAT) _1_4i6A _________J1 �___ _ i i I i � I I - - - 7 _131 0--F I LT E R/ I- I I 590 i I INV. I RIM 5711.10 i 65.7�5 LF OF 15" 1 I INV. OUT 559.72 1 INV. OUT 566.50 1 I I C I I I -----1 i i --. ------J I I I I I � ISD D6 I I I I I I IS -1 (INLET SHAPING) TO BIf I I 1 STA 10+00 I I VDOT STD Dl- B I I SID D642 STA 1 +65.09 � � _ANY DRAINAGE 5E 10 1r(&-THR4GA-T)-- -- !RIM �_ - -- I I VDOT TD DI -2A -(Z T�� -) --- PAT - -j 580 TRIM 564.72 1 i - I .INV. IN 557.72 I !INV. IN 557.72 �INV. RIM 56P.66 INV. IN 564.66 INV. 06T--564.66 -- � i � I 1 I ca 2 i OUT 557.�2 i Q) :2 q: - - - - - - ' ' �11_41 Irc) ______�___ 77,- 570- 1__ I -_ � - �, ' ' , -_ - ' _' 1 1 1 ' I ' 570 = ?� � .i 1 1-1 I 1511 I OF I 72-00 41: OF i 5" 7 0 ! . In 5 11'MIN. i 1 I I .004 .56 III 1 OPE I I I PEI 2.56% H g 2 _�'-;j _00 E !SEPARATION � i I i I I -U 0 I 1 i 1 - to 0- 0 >1 V) I �______� L . 56 . I 0 1 ki _ _ I _____ -11--_ _ __ g_ 9 LFT r _ 6ic___j ] - � 0 1 , 29.59 LF OF 15" 1 2 .5 560 � I I F - 0 I I HDPE @16.22% I a) 'n :�s a -M I i I 0 'Pi tf 35.50 LF OF 15" I I --- � i I I I SCALE: As Shown ,6 >1 C I i 1 I � 1 Q) M ? >, a, U) -20 I I I I � . ------- - ---- , - - ----- -1-1- 11 - __ 5501-,---- I __________ I i I -----, - ____ __1.111..._____ ----I I 550 I----- I 1 I i :�t Q - :!� I , L i I I i I I - W � i I I I I . I __� ! �_ Z 1) UJ i i I I I I I I i E0 5401 �--�--------,""""- ----I -- -- ug - 80 ---- W �p ------ �--"-�,�-�l----If-"-,-."------..,---",--. i i I 1 � ____1 ----- -------- - - -1 540 � i � I I I NOTES: I i I i � � I I I 1. VDOT STD I',18-1 (INLET TO BE � I II � i 3 'PROVIDED I Olil ALL INLETS. I I,I i I i I 2. VDOT STD SL -1 SHALL BE;PROVIDED ONIANY I I 1 DRAINAGE �-------------,",-!-"1--l-I'�-",-----, I STRUCTURE TALLER THAN 12.1 - ----- _--__1___1 10+00 11+00 4.83 D DI -1 78.19 5 5�8.09 600 ID F12 � A 20+35.83 DOT STD D-1 IM 581.75 V. OUT 578.50 - I f wxiiiiiiiiiiiiiiiiiiiiiiiiiiiin� 580 580 LF OF 15" @ 1.00% 570 570 560 560 65.75 TD DI -313 .68 T 572.18 590 EX. GRADE PRORGRADE 580 570 560 �N 12'. 10+00 11+00 STORM DRAIN 'H' SCALE H: I" = 50' V: 1" = 10' lim I i ; i STA 10+98.15 1 i I iREI'LOCATED I I I � I i I i i VDQT STD. DI -26 I i i ; ' I I 1 I 1 (12' THROAT) i i 580 ----------+-----M��l-.-i-a-----'-----------------I 580 z F i I i I INV. OUT 555.00 i i 1 i i i I i � � I � SID K1 1 I j I STA 10+'0.00 I � 1 I I VDOT S ID. DI -213 I I i I ! i I i I i RIM 5578 � I 570 F- ----------t4'-TI1R0.8"- ----- - ---+'------------j 570 i I � I ! � I INV. IN 5154.00 I i i I INV. OUT, 553.3 ± I I � i I PROPOSE DIiI GRADE,I -.- iI560 ___--____ - --------- ____ iI 560 I i I I i 1 i I � - ! i - , - i �- - I _.__ I i - � �_ _� I I- � ' - . b8.15 L � , h OF 181, RCP @ 1.02%1 i I I ; I I � I -------------,, ---------- � I i _1_______ - i i 550' - ---- --1 550 � I EXISTING I i i I i 2 I i i I I , � GRADE I � ; � I � j I � I i I i i i 3 EXII 18" RCP @ 5.910/6 1 � i I I � i � I � i I I I I I I j 1 I I I I I I [----- ----------------. I - . I 540 i --,-------- ------ i----------- 1 540 I i ; i i I I I i I I : I i I I ; I ! I NOTES: i i i I I I I 0 BE 1. VDQT STD IS -1 (INLET SHAPING T Ii PROVJDED ON ALL INLETS. I i I ) I 1 2. VDOT STD SL -1 SHALL BE PROVIDED ON ANY I ____+ _,4 I i DRAINAGE STRUCTURE TALLER THAN 12'. i 530 530 10+00 11+00 STORM DRAIN 'K' SCALE H: 1"=50' V: 1"= 10' : Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 eI alan@alanfranklinpe.com I .-I ou n I STA 10+00.00 VDOT STD FES W/ RIP RAP EC -1 INV. OUT 571.50 i--------,---- I __ ---, i I c I I SID H2 I I I . I � � STA 101 I � i VDOT 8 I . I I RIM 579 I 1� I i 1____ I 1 ; I INV. 00 E I � j------------- 1 j � I � I -- ------I I 1 � i 1 I I I i I I I �------------------ i i 1 i E I � � � i ___ - -1 21"11, i I I f 1 i i I i � I I - - - 7 _131 0--F I LT E R/ I- I I ! I - - I I � C - E - - I ; 1 - F --------ji I I 65.7�5 LF OF 15" 1 � � I I HDPE @ 1.03% 1 I I i I f I I � �______l I I I C I I I -----1 i i --. ------J � I NOTES: I I I I I I � i I � 1. VDOT STD I IS -1 (INLET SHAPING) TO BIf L i � PR i i OVIDED'ON . ALL INLETS. I 2. VDOT SID . I SL -1 SHALL BE PROVIDED ' I _ANY DRAINAGE STRUCTURE TALLER TH . 65.75 TD DI -313 .68 T 572.18 590 EX. GRADE PRORGRADE 580 570 560 �N 12'. 10+00 11+00 STORM DRAIN 'H' SCALE H: I" = 50' V: 1" = 10' lim I i ; i STA 10+98.15 1 i I iREI'LOCATED I I I � I i I i i VDQT STD. DI -26 I i i ; ' I I 1 I 1 (12' THROAT) i i 580 ----------+-----M��l-.-i-a-----'-----------------I 580 z F i I i I INV. OUT 555.00 i i 1 i i i I i � � I � SID K1 1 I j I STA 10+'0.00 I � 1 I I VDOT S ID. DI -213 I I i I ! i I i I i RIM 5578 � I 570 F- ----------t4'-TI1R0.8"- ----- - ---+'------------j 570 i I � I ! � I INV. IN 5154.00 I i i I INV. OUT, 553.3 ± I I � i I PROPOSE DIiI GRADE,I -.- iI560 ___--____ - --------- ____ iI 560 I i I I i 1 i I � - ! i - , - i �- - I _.__ I i - � �_ _� I I- � ' - . b8.15 L � , h OF 181, RCP @ 1.02%1 i I I ; I I � I -------------,, ---------- � I i _1_______ - i i 550' - ---- --1 550 � I EXISTING I i i I i 2 I i i I I , � GRADE I � ; � I � j I � I i I i i i 3 EXII 18" RCP @ 5.910/6 1 � i I I � i � I � i I I I I I I j 1 I I I I I I [----- ----------------. I - . I 540 i --,-------- ------ i----------- 1 540 I i ; i i I I I i I I : I i I I ; I ! I NOTES: i i i I I I I 0 BE 1. VDQT STD IS -1 (INLET SHAPING T Ii PROVJDED ON ALL INLETS. I i I ) I 1 2. VDOT STD SL -1 SHALL BE PROVIDED ON ANY I ____+ _,4 I i DRAINAGE STRUCTURE TALLER THAN 12'. i 530 530 10+00 11+00 STORM DRAIN 'K' SCALE H: 1"=50' V: 1"= 10' : Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 eI alan@alanfranklinpe.com I .-I 1. 04-20-17, COUNTY COMMENTS /1 SHEET: � L C L t " L I r F ( A I' ! C i ( ' L ( Storm Drain Profiles ( -0M W v .�R = _0_0 2 0 1 I C: 219 cn I (n ca __ a) M -0 E_ 0 , N 14 op P�l `a F_ C: >, MM 1�1 Z ro* ,, E U) Q) 'n C: Q) M :F; a ' C: a) 0 Cn Steven W. Edwards r" Cert. No. 0931 E_ w 6 U) W.T " < x d 0 _1 1Y I'll -6 Q) 4 P Ny'c -0 7D 8 =3 U) V) I C: "o V En ,a 0 Q 'D U) (n C-2 C M 3: U5.0 Q) LU Ni E ca 2 Q) :2 q: ,LTH 0 _P V -.2 V) V) C .cn E E �11_41 Irc) S 0 ,-� a W C: 1_� = ?� � 1301 1 0 - Alan G. Franklin 0 ! . In 5 "t 9 Lc. No. 35326 Ile- 44 = 0 - �5 0 _�'-;j _00 E 115� -U 0 11�1 -1 I -N jo - to 0- 0 >1 V) �i '5 -E > .r. 0 0 +n -�8 2 F - 0 a) 'n :�s a -M 0 'Pi tf 210 a) - --- � 0 - z 0 SCALE: As Shown ,6 >1 C ISSUED: 23 Feburary 2017 Q) M ? >, a, U) -20 2 REVISIONS: L 4W r_ -Zb q: .c C -- 02-08-17, APPROVED BY BOS = M ,Z 0 V) 1. 04-20-17, COUNTY COMMENTS /1 SHEET: � L C L t " L I r F ( A I' ! C i ( ' L ( Storm Drain Profiles ( r'` r 3- CF t i , i / 12- RC /,. j' =' 5- IA ,f.r �' 1- LS -VB_ . 1 -MG i 1 r ' 1- CF 1- ZE 0, t - % t , �. 4- MV LS'- 1 3- CF 3- AA �r SOD j` 2- AA mr \yr ZE AA- C06 NTY CALCULATIONS TREE CANOIPY REQUIRED BY ZONING): Acres A. REQUIRED: Site Acreage: 6.625 Farmland Credit: 0.000 Recreational Credit: 0.000 Oper Space Credit: 3.175 Public Land Credit: 0.000 Scholol Recreational Areas Credit: 0.000 Open Space Amenity Credit: 1.500 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 7.322 Equ9tion: 3.5-4" Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy ('A' above) 7.322 Min. Tree Canopy Requirement: 15% (see Section 32.7.9.9.b) Tota: 1.10 Equation: Justin Brouw ers Boxw ood Basi for for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 1.50 Bonus Factor 1.25 Total- 1.875 Area X Bonus Factor = Total C. BAL NCE: Acres Tree Canopy Required (Al): 1.10 Tree Canopy Preserved (B): 1.875 Additional Canopy Required: -0°775 Notal: i If Additional Canopy Required is negative then NO additional tree canopy is required. If Adtlitional Canopy Required is positive then additional tree canopy is required. Equation: Treel Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) Open Space ;and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areasl 121,505 sf (2.79 Ac) Required: 6,475.25 sf (.14 Ac) / 50 sf = 122 Proposed: 395 Trees (includes all required shrubs and evergreens adjacent to travelways/parking areas and the existing trees being saved- 67 trees, 249 shrubs, 19 evergreens) Parking Lot frees: Total Spaces = 224 Required = 2 Provided = 31 + all the existing mature trees being saved 1/10 spaces required Screening: As Shown on plans via evergreen plantings. ARB: Frontage = 494.70' Required Street Trees = 14 (495/35) Provided Street Trees = 14 + additional plants and site elements C: 1 i APPROXIMATEIINJITS/ d _OF TREE 6AVE6 _ _AREAS;TYO , ' 1 me W � „Cryo a I WIMP 28- TH EWE 1 lill A A r\ 0% r Ilk 1 Label'ScientificName 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT CommonName E RKIVI R R 5t$_1N Comments AA Amelanchier arborea'Autumn Brilliance' Autumn Brillance Serviceberry 14 1.5-2" B&B Multi -trunk (3-5 trunks); dense, uniform branching AC .Acer rubrum'October Glory' October Glory Maple Label'ScientificName 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT CommonName Quantity Caliper Height Spread Root Comments AA Amelanchier arborea'Autumn Brilliance' Autumn Brillance Serviceberry 14 1.5-2" B&B Multi -trunk (3-5 trunks); dense, uniform branching AC .Acer rubrum'October Glory' October Glory Maple 9 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head AC1 Acer rubrum'October Glory' October Glory Maple 1 3.5-4" B&B Straight trunk branching begins at 4'; balanced head AP Acer griseum Paperbark Maple 4 22.5" B&B Straight trunk, branching begins at 3'; balanced head BJ Buxus sinica var. insularis 'Justin Brouw ers' Justin Brouw ers Boxw ood 46 3' B&B/cont All plants f rom one source; healthy color; balanced form; 3' O.C. BM Buxus x 'Green Mountain' Green Mountain Boxwood 22 3' B&B/cont All plants from one source; healthy color; balanced form; 3' O.G. BW Buxus sinica var. insularis 'Wintergreen' Wintergreen Boxwood 23 3 B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. CD Cedrus deodara Deodar Cedar 3 7-8' B&B Full to ground; dense branching, straight, pyramidal form CF Cornus florida'Charokee Chief' Cherokee Chief Dogwood 10 1.5-2" B&B Straight trunk; branching begins at 2; balanced head CJ Cryptomeriajaponica'Yoshino' Yoshino Japanese Cryptomeria 16 6-7 B&B/cont Full to ground; dense branching, straight, pyramidal form CK Cornus kousa'Stelllar Pink' Stellar Pink Kousa Dogwood 9 1.5-2" B&B Straight trunk; branching begins at 2'; balanced head DD Narcissus x 'Carlton' (Large -cupped) Carlton Daffodil 850 bulb Free of rot & disease; placed randomly IA Ilex attentuata'Fositeri' Foster #2 Holly 37 6-7 B&B Full to ground; dense branching, straight, pyramidal form IL 'Ilex glabra 'Densa' Densa Inkberry 106 24" 3 G Dense form; healthy color; uniform branching; 4' N.C. LM Linope muscari'Vairiegata' Variegated Liriope 740 4" pot (I pint) Dense form; good color; well rooted in pot; 18" O.G. LS ' Liquidambar styrac,iflua 'Rotundiloba' Rotundiloba Sweet Gum 11 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head MG Magnolia grandiflona'Elith Bogue' Edith Bogue Magnolia 15 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form ML Magnolia grandiflona'Little Gem' Little Gem Magnolia 4 2-2.5" 10' B&B Full to ground; dense branching, straight, pyramidal form MV Magnolia virginica'tAustralis' Australis Sweetbay Magnolia 12 7-8' B&B/cont Full to ground; dense branching straight, pyramidal form PA Picea abies Norway Spruce 0 6-7 B&B Full to ground; dense branching, straight, pyramidal form PX 'Peony X'Eden's Perfume' Eden's Perfume Peony 39 U N 2 G Full in pot; free of rot & disease; 36" OR Quercus coccinea Scarlet Oak 5 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head QS Quercus shumardii Shumard Oak 9 2.5-3" B&B Straight trunk; branching begins at 4', balanced head QS1 Quercus shumardii Shumard Oak 12 3.5-4" B&B Straight trunk; branching begins at 4'; balanced head RC Rhododendron cataw biense 'Purpureum Grandiflorurd Purpureum Grandiflorum Rhododendron 19 3 G Dense form; healthy color; uniform branching; 4' O.C. TG Thuja 'Green Giant' Jolly Green Giant Arborvitae 31 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form TH Thuja occidentalis 'Emerald' Emerald Green Arborvitae 45 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form UL Ulmus parvifolia'Allee' Allee Chinese Em 27 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head UL1 Ulmus parvifolia'Allee' Allee Chinese Bm 1 3.5-4" B&B Straight trunk; branching begins at 4'; balanced head VB Viburnum plicatum "Triumph' Triumph Viburnum 30 3 G Dense form; healthy color; uniform branching; 4' N.C. VM Vinca minor 'Alba' Common White Periwinkle 766 m -? 4" QT Full in pot; free of rot & disease; placed randomly ZE Zelkova serrata'Green Vase' Green Vase Zelkova 14 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head LANDSCAPE NOTES: SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT NOTES. PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. PLANTS INDICATED WITH ( ) ARE SUPPLEMENTAL AND NOT REQUIRED BY 10. ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. THE COUNTY FOR FINAL SITE PLAN APPROVAL. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS oW PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING TO SUPPORT THE OVERALL HEALTH OF THE PLANT. DETAILS. o. -o ao m c y} 11 ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO ALL PLANTS SHALL BE MAINTAINED IN A MORE OF A NATURAL GROWTH FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO LESS THAN 24 -HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. FILL IN. s0 ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. � m PLANTS IN GROUPINGS (2+) SHALL BE CONSIDER LARGE BEDS WITH A SMOOTH MULCH. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING. ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH 0 0� U V) A T DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE Q) 3 OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@aianfranklinpe.com O J J dZ � o �b c W oW o � o. -o ao m c y} �w n, ry W s0 CL U JZ � m A EN 0 0� U V) E 0 O � m � Q) 3 Nw m o 0 E o c (0 N � o o � E m o � m 3 c v `a Lr- o a-� 7 Af 0 3 -o to @ c � �a v U O 7 o ,U Q.� 2 la o � � o m � E p,LTH 0� �J� a E N n V �Q Steven W. Edwards oN t' Cert. No, 0931 E- N QQ x U N J D cg B PE NRGl 0 U N U N C: Q)W �E N U Q) LTH OF - n N �rn C U7 O � o� Alan G. Franklin N 5 Lic. No. 35326 s ti �sJONAL o� �' sa. � `° E o N N CD 0 CD �E 0 0 SCALE: 1" = 30' ISSUED: 3 April 2017 m -? o REVISIONS: s c c -- 02-08-17, APPROVED BY BOS ¢ N 1. 05-18-17, CO./VDOT COMMENTS Z 0 L) Z 0 L) Z Q J CL W W EQUAL TO WIDTH OF SIDEWALK' TYP. CONTRACTION JOINT CURBING PLAN EXPANSION JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL 1 %4" DEEP CONTRACTION/SCORE %2" EXPANSION JOINT W/ Y2" RECESSED JOINT, SPACED EVERY 5'0.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 22" MIN. COVER ��f�x�.''�8.e'y�,1,\>.��s�ly°i,°°f.,``\�'�''*''°!0°,./ fff �,'/' r'' ff �r /ff 'f �f ✓/ fi �/ 'f fZ�f f! ff ff // ,f COMPACTED VDOT #21A STONE BASE !f�.�'f�,ff;��-�,ff\�%,f/,=!f�'safl.�f•.f> ,✓�;�!f�,/f,, f.�,e r:�r , f,!.fl 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH A TOOLED EDGES 9 PLAN, SECTION P-019 N.T.S. NOTES: #3 REBAR IN NOSE; 2" CLEAR, TYP. BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH TS SEE 9 VARIES- SEE PLAN 12" FOR ACTUAL RISER TYP. ". EXPANSION JOINT HT. AND # OF STAIRS WITH 3/a" RECESSED BACKER ROD AT TOP BS �2 RAD• % AND BOTTOM OF STAIR FOR NOSE; ° d . •_ ° % y SET; CONT., TYP. ♦ a `\ SEE A TYP. ° . g /�/` , 4" SCHEDULE 40 PVC TO () ti f/ BE EMBEDDED AT TOP AND BOTTOM OF EACH • � /l�J` `�\\/ �`,,'��i' r ,ti//� f .j;,<< STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, - AIR -ENTRAINED 6"X6"W10/o WWF OR 44 REBAR @ 12" O.C. ' l VERT AND #3 6" O.C. HORIZ W/ 2" MIN. (VERT) @ ( ) `l �.;; r,.,• o-. ,\/`j,� COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR E CONCRETE STEPS FUTURE CONDUIT USE SECTION 1 1/2" STEEL SQUARE TU TOP RAIL 1 1/2" ROUN HANDRAIL 1 1/2" STEEL TUBE RAIL 3/4" STEEL TUBE PICKE TYPICAL 1 1/2" STEEL SQUARE TU BOTTOM RA TYPICAL CONNECT T GUARD-RAIL AS REQ'D. R H-013 N.T.S. H TYPICAL STAIR RAILING 9 SECTION, DETAIL N.T.S. ■ NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST 1N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". �3 ;... ;:e.:�'st�?ify- PERMISSIBLE A a. dt x: CONSTRUCTION -10-1 # 5 DOWELS, 8" LONG �' `• �� 4 /N. JOINT 4'_0� @ 12" C -C 4' ' Mi TANGENT PLAN 5' Mi :1 M B' 1� 10: r ALTERATIONS J A 4' SQUARE LANDING B MAX I� B AREA OUTSIDE OF 2' J TRAVELWAY SHALL BE PROVIDED W;L ITHIN , `f TRUNCATED DOMES THE MARKED =� A Y CROSSWALK AREA. <kv- co a O 8'-0„ 4'_0" Y In rn 12:1 MAX. 48:1 MAX. �� BACK OF CURB U U n CROSSWALK 20:1 I I CROSSWALK OSSWALK CROSSWALK TYPICA PLACEMENT � SECTION A -A DIAGONAL VARIATION WITH WIRSECTION THIN 2� MIN 1 TYPICAL PLACEMENT PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION JOINT TYPE A (PERPENDICULAR) APPLICATION R THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B -B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. 2%" C -C TRUNCATED DOME DIA. DIA. TRUNCATED DOME VARIABLE J DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE B TYPE A (PERPENDICULAR) APPLICATION 9 DETAIL P-027 N.T.S. NOTES: #3 REBAR IN NOSE; 2" BUILDER RESERVES THE RIGHT TO ADD BRICK. CLEAR, TYP. ALL TREADS SHALL HAVE A POSITIVE WASH TS VARIES- SEE PLAN HANDRAIL REQUIRED FOR ALL ADA ACCESS 0 O O % 000 0 0 0 0 0 ., - - - 12" ROUTES. SEE HANDRAIL ,, 0 0 0 0 0 0 5'-0' MIN. P. n 2y8"C" C FOR NOSE; 00 Qa. ° 9 TYP. 0 ,, 0 0 0 0 0 0 0 a 0 0 0 O BS SCALE: As Shown 0 0 C; r1 G ( 0 '.. 10 0 0 ( _ C.t ti 7 N U REVISIONS: SEE ;J, (]9 Y � 000 o 1) 00 C, 0, g.. BACK OF CURB 48 : 1 MAX. CJ 0 0 0 i:' Q 0 C) fi 0 U r C, c? 0 ¢ oC U �I flT DIA. DIA. TRUNCATED DOME VARIABLE J DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE B TYPE A (PERPENDICULAR) APPLICATION 9 DETAIL P-027 N.T.S. NOTES: #3 REBAR IN NOSE; 2" BUILDER RESERVES THE RIGHT TO ADD BRICK. CLEAR, TYP. ALL TREADS SHALL HAVE A POSITIVE WASH TS VARIES- SEE PLAN HANDRAIL REQUIRED FOR ALL ADA ACCESS A - - - 12" ROUTES. SEE HANDRAIL %2" RAD. 5'-0' MIN. P. DETAIL. I FOR NOSE; 00 Qa. ° 9 TYP. CL ; a .4 BS SCALE: As Shown OF ROADWAY CURB ISSUED: 3 April 2017 U REVISIONS: SEE ;J, (]9 Y � g.. BACK OF CURB 48 : 1 MAX. . 3000 PSI CONCRETE ¢ oC U �I flT AT 28 DAYS, 2:1 M 5' MIN 20 :1 •. AIR -ENTRAINED O 6" X 61 to WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. 00 • �� COVER O U 12" COMPACTED VDOT #21A STONE BASE, 8" MIN. REINF. WALL ; 2I MIN. I FOOTING; TYP. _ 915% COMPACTED SUBGRADE v EXPANSION JOINT WITH 3/s" RECESSED BACKER ROD AT TOP AND BOTTOM OF STAIR SET; CONT., TYP. F BRICK WING WALL STAIRS 9 SECTION SHALL BE PROVIDED FOR H-005 N.T.S. CHE (IF A HANLirvuL rvo I i v DF_ LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A 3' CLEAR AREA BETWEEN HANDRAILS IN ALL CASES STEPS (SEE PLANS FOR ACTUAL LAYOUT) PLAN HANDRAIL TO EXTEND AT LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP. NOTES: SEE PLANS FOR RISER AND TREAD INTERVALS. HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA; 1.804.798.8777. ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS ORAS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C -C �CONSTRUCTION 5' MIN. JOINIT SECTION B-13 12:1 MAX r..MIN WE B B 12.1 MAC. -"-I TRUNCATED DOMES a G 0 0 0 0 0 0 0 0 0 C 0 .) 0 0 0 0 C, •t 0 0 0 0 0 0 0 :} 0 u, 2%" C -C 0 0 0 0 c r; r, 0 :; f 0 0 Q o 0 0 0 0 0 0 0 O 0 0 0 O 0 0 {s, (V 'D 01 0 a -a _ .. .. _. t I...-%" DIA. DIA. U 0 ° 0 0 `"' `"' `' 0 c° TRUNCATED DOME VARIABLE�j DETAIL 4' MINIMUM. ��j PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE C TYPE B (PARALLEL) APPLICATION NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES), OR FEDERAL SAFETY YELLOW, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG -2 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 2'-0" 5'-0" A -1" BACK OF CURB 12:1 48: 1 MAX. I 20:1 48: 1 M -15' MINL PERMISSIBLE CONST. AX - JOINT 2' MIN. L SECTION A -A A -EJ TRUNCATED DOMES TANGENT PLAN 5' Nil N. ** MAX. �. IN J � 2 - AT * , 2"HIGHER THAN 4 EDGE OF PAVEMENT AT SAME AS rn TOP OF CURB 0 a V = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE n UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES ARE AS NOTED. TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 2k C -C TRUNCATED DOME C) 0 G C) Q G 0 0 a 1) 0 C C 33�� 0 G .0 0 0 0C C 0 C 0 0 0 0 0 2/8" ri-Ci , 0 01 Ca 0 0 f1 0 o 0 C.1 C 0 o O 0 0 0., 0 0 O ., Cs _ v G 0 CJ N t. ,a , _, 0 0 0 0 0 w, 0 0 4 Cj <: 0. 0 C1 0 C.J ,+ 0 0 0 DIA. -'i i--%" DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION DETAIL N.T S 9 ,% DETAIL N.zEQUAL v, L 9 % SECTION, DETAIL FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT HANDRAIL TO EXTEND 12" 1 BEYOND TOP RISER STEP. 12" MIN. I SEE PLANS FOR RISER AND X TREAD INTERVALS. SRW UNIT 1 3/4" STEEL HANDRAIL / / CHEEK WALL / (SEE PLANS FOR / LAMBS APPLICABILITY) /- / TREAD TONGUE RETURN; Ilk TYP. 1' MIN. w 4 le W 1SQSPACE VERTICAL SECURE ALL POST WITH QUICK STEEL POST. MEMBERS AS REQUIRED BY S SETTING HYDRAULIC CEMENT. CODE FOR STRUCTURAL SUPPORT POST TO BE PLACED IN LEAD SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH SURFACE (4" MIN.), OR EQUAL TRADITIONAL STAIR RAILING SECTION, PLAN SEE STEP DETAIL 9 SECTION LL SECTION EQUAL r 1 1/2" STEEL SQUARE TUBE r TOP RAIL (PAINTED) r 1 1/2" SQUARE TUBE STEEL NEWEL POST @ CENTER OF SPAN OR 36" O.C. MIN. (PAINTED) 3/4" STEEL TUBE PICKETS, TYP. SPACED 4" O.C. MAXIMUM (PAINTED) SLEEVE -IT TM 1224R 12"0X24" DEEP - FILL SLEEVE WITH CONCRETE, SET FENCE POST. CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY COMPACT TO 95% MDD PER ASTM D698. REINFORCED BACKFILL ZONE GEOGRID 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYP. (PAINTED) L 3" MAX. CLEAR TO FINISH FLOOR FRONT SLEEVE ISOMETRIC HOLD 1 1/2" STEEL SQUARE TUBE TOP RAIL 1 1/2" ROUND METAL HANDRAIL 3/4" STEEL TUBE PICKETS, TYPICAL 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYPICAL LEEVE4T FOR MSTRATA ORE 00 STEMS IN FORMATION CONTACT: 0-7750 OR strata@geogrid.com WHEN YOUR WALL, NEEDS A FENCE PATENTS PENBINL" - LEG HALF ;TRUTS CANTILEVER BASE 1. General - The Sleeve-ItTM post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post Step 8: When installing geogrid around the Sleeve-ItTM system, slit the geogrid perpendicular to the wall face just enough to fold around the sleeve ensuring installation. Contractor shall verify proper spacing requirements prior to installation. that the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers 2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the when obstacles such as fence post foundations are present. correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone: Ste 1: Prepare a level area approximately 24" wide x 36" dee behiind the wall face. The prepared area should be 24" below the proposed to of wall not Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-ItTM system must be P P pp Y P p p p p P ( compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction within including the cap stone). three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA) Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone. (raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over and follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit. Repeat Above Steps for next Sleeve-ItTM unit. Step 3: Place the Plastisol coated cantilever base on the prepared alrea with the vertical upright about 6" from the tail of the block. When installing fencing, posts must be concreted into the Sleeve-ItTM cavity. Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve-ItTM system. All posts must be on the "inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical I n wall face. Fill vi Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face. p P TM egad a ace cavity completely with concrete. When concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create final, finished appearance. Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the fencing applications without consideration of wind load: rear of the base. - 8 -foot high and under chain link fences Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after - 6 -foot high and under wood fence with gaps between boards assembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve-ItTM in its final location. - 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determine Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle as suitability. 1 (800) 680.7750 or email strata@geogrid.com the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications. ALL material may be subject to site testing for compliance to the above specifications. SLEEVE -IT TM FENCE POST INSTALLATION (1224R) S-025 N.T.S.S. / SECTION, ISOMETRIC F-033 N.T.S. F-035 N.T.S. O A c L U-1 CL 5'-0' MIN. Qs ; � I y SHAPE TO MATCH FACE Q CL ; K C i SCALE: As Shown OF ROADWAY CURB ISSUED: 3 April 2017 U REVISIONS: Y � � BACK OF CURB 48 : 1 MAX. ¢ oC U �I flT 2:1 M 5' MIN 20 :1 48: 1 MAX. O OU) O U N A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY 2I MIN. I SECTION A -A _ v -.0, SHALL BE PROVIDED FOR CRO SS�NALK PERPENDICULAR CROSSWALK n (l WITHIN THE MARKED CROSSWALK CROSSWALK AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 2%" C -C TRUNCATED DOME a G 0 0 0 0 0 0 0 0 0 C 0 .) 0 0 0 0 C, •t 0 0 0 0 0 0 0 :} 0 u, 2%" C -C 0 0 0 0 c r; r, 0 :; f 0 0 Q o 0 0 0 0 0 0 0 O 0 0 0 O 0 0 {s, (V 'D 01 0 a -a _ .. .. _. t I...-%" DIA. DIA. U 0 ° 0 0 `"' `"' `' 0 c° TRUNCATED DOME VARIABLE�j DETAIL 4' MINIMUM. ��j PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE C TYPE B (PARALLEL) APPLICATION NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES), OR FEDERAL SAFETY YELLOW, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG -2 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 2'-0" 5'-0" A -1" BACK OF CURB 12:1 48: 1 MAX. I 20:1 48: 1 M -15' MINL PERMISSIBLE CONST. AX - JOINT 2' MIN. L SECTION A -A A -EJ TRUNCATED DOMES TANGENT PLAN 5' Nil N. ** MAX. �. IN J � 2 - AT * , 2"HIGHER THAN 4 EDGE OF PAVEMENT AT SAME AS rn TOP OF CURB 0 a V = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE n UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES ARE AS NOTED. TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 2k C -C TRUNCATED DOME C) 0 G C) Q G 0 0 a 1) 0 C C 33�� 0 G .0 0 0 0C C 0 C 0 0 0 0 0 2/8" ri-Ci , 0 01 Ca 0 0 f1 0 o 0 C.1 C 0 o O 0 0 0., 0 0 O ., Cs _ v G 0 CJ N t. ,a , _, 0 0 0 0 0 w, 0 0 4 Cj <: 0. 0 C1 0 C.J ,+ 0 0 0 DIA. -'i i--%" DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION DETAIL N.T S 9 ,% DETAIL N.zEQUAL v, L 9 % SECTION, DETAIL FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT HANDRAIL TO EXTEND 12" 1 BEYOND TOP RISER STEP. 12" MIN. I SEE PLANS FOR RISER AND X TREAD INTERVALS. SRW UNIT 1 3/4" STEEL HANDRAIL / / CHEEK WALL / (SEE PLANS FOR / LAMBS APPLICABILITY) /- / TREAD TONGUE RETURN; Ilk TYP. 1' MIN. w 4 le W 1SQSPACE VERTICAL SECURE ALL POST WITH QUICK STEEL POST. MEMBERS AS REQUIRED BY S SETTING HYDRAULIC CEMENT. CODE FOR STRUCTURAL SUPPORT POST TO BE PLACED IN LEAD SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH SURFACE (4" MIN.), OR EQUAL TRADITIONAL STAIR RAILING SECTION, PLAN SEE STEP DETAIL 9 SECTION LL SECTION EQUAL r 1 1/2" STEEL SQUARE TUBE r TOP RAIL (PAINTED) r 1 1/2" SQUARE TUBE STEEL NEWEL POST @ CENTER OF SPAN OR 36" O.C. MIN. (PAINTED) 3/4" STEEL TUBE PICKETS, TYP. SPACED 4" O.C. MAXIMUM (PAINTED) SLEEVE -IT TM 1224R 12"0X24" DEEP - FILL SLEEVE WITH CONCRETE, SET FENCE POST. CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY COMPACT TO 95% MDD PER ASTM D698. REINFORCED BACKFILL ZONE GEOGRID 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYP. (PAINTED) L 3" MAX. CLEAR TO FINISH FLOOR FRONT SLEEVE ISOMETRIC HOLD 1 1/2" STEEL SQUARE TUBE TOP RAIL 1 1/2" ROUND METAL HANDRAIL 3/4" STEEL TUBE PICKETS, TYPICAL 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYPICAL LEEVE4T FOR MSTRATA ORE 00 STEMS IN FORMATION CONTACT: 0-7750 OR strata@geogrid.com WHEN YOUR WALL, NEEDS A FENCE PATENTS PENBINL" - LEG HALF ;TRUTS CANTILEVER BASE 1. General - The Sleeve-ItTM post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post Step 8: When installing geogrid around the Sleeve-ItTM system, slit the geogrid perpendicular to the wall face just enough to fold around the sleeve ensuring installation. Contractor shall verify proper spacing requirements prior to installation. that the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers 2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the when obstacles such as fence post foundations are present. correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone: Ste 1: Prepare a level area approximately 24" wide x 36" dee behiind the wall face. The prepared area should be 24" below the proposed to of wall not Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-ItTM system must be P P pp Y P p p p p P ( compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction within including the cap stone). three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA) Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone. (raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over and follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit. Repeat Above Steps for next Sleeve-ItTM unit. Step 3: Place the Plastisol coated cantilever base on the prepared alrea with the vertical upright about 6" from the tail of the block. When installing fencing, posts must be concreted into the Sleeve-ItTM cavity. Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve-ItTM system. All posts must be on the "inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical I n wall face. Fill vi Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face. p P TM egad a ace cavity completely with concrete. When concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create final, finished appearance. Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the fencing applications without consideration of wind load: rear of the base. - 8 -foot high and under chain link fences Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after - 6 -foot high and under wood fence with gaps between boards assembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve-ItTM in its final location. - 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determine Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle as suitability. 1 (800) 680.7750 or email strata@geogrid.com the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications. ALL material may be subject to site testing for compliance to the above specifications. SLEEVE -IT TM FENCE POST INSTALLATION (1224R) S-025 N.T.S.S. / SECTION, ISOMETRIC F-033 N.T.S. F-035 N.T.S. O 2 a c L U-1 CL Qs ; � I y p; OCL Q CL ; C i SCALE: As Shown 01 ISSUED: 3 April 2017 U REVISIONS: U , oC U �I flT dj m a J i o' C : �i wa �i U � q @ J E1 ,LTH OF' j O I (I I � I o Steven W. Edwards 1- Cert. No. 0931 y X s, c c� P ARG o C, r- 0 . v� NI N �o N; N i (' 4 �_�,VTH OF MI I io "fes U y Alan G. Franklin C Uc, No. 35326 W 2 a �sI ONA L CL c E� I � I y I 0 CL ; SCALE: As Shown 01 ISSUED: 3 April 2017 7 REVISIONS: -- 02-08-17, APPROVED BY BOS < 1. 05-18-17, CO./VDOT COMMENTS SHEET: yy SItE; D�td11S