The URL can be used to link to this page

Home My WebLink AboutSDP200800086 Plan - Approved Final Site Plan and Comps. 2010-05-13g [DOI I" IN I . ! PREPARED BY: T1X Tx13 % A CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -4005 FAX 434 - 295-2103 R MAY 27, 2008 6 A A w W WATER LINE (EX. / PROP.) WV® WMO WATER VALVE / METER FHA-6 FIRE HYDRANT YH YARD HYDRANT BOA• BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) COO CLEANOUT MH-• MANHOLE SD=== STORM LINE (EX. / PROP.) DI C STORM INLET YD YARD DRAIN DSo DOWNSPOUT G GAS LINE (EX. / PROP.) GVO GMO GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPO POWER POLE LP LIGHT POLE GUYr GUY WIRE EM =3 ELECTRIC METER TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED UTILITY PEDESTAL SWM / DWM o16a SINGLE / DOUBLE WATER METER GV N GATE VALVE BOA o BLOW OFF ASSEMBLY BOUNDARY / RIGHT -OF -WAY LINE I.F.IRON PIN FOUND I.S.IRON PIN SET SETBACK LINE EASEMENT LIMITS CENTERLINE 670 CONTOUR LINE (EX. / PROP.) E-3:1— F2.50 DEGREE / DIRECTION OF SLOPE 479.70+SPOT ELEVATION HP HIGH POINT LP LOW POINT DITCH / SWALE WATER COURSE BM+BENCHMARK CG -2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG -12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH- DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED VIC 1"= 60' ITY SHEET INDEX DATE SHEET 2 NOTES AND PROJECT DATA SHEET 3 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4 OVERALL SITE PLAN SHEET 5 OVERALL PHASING PLAN SHEET 6 SITE CONSTRUCTION PHASING PLAN SHEETS 7 -11 LAYOUT PLAN SHEETS 12-13 SITE DETAILS SHEET 14-15 PUBLIC & PRIVATE ROAD PROFILES SHEET 16 ROAD SECTIONS SHEET 17 ROAD SECTIONS & DETAILS SHEET 18 PRELIMINARY BRIDGE DETAILS SHEET 19 -23 GRADING, DRAINAGE AND ROAD PLANS SHEET 24 INLET DRAINAGE AREA MAP SHEET 25 CULVERT DRAINAGE AREA MAP /CALCULATIONS SHEET 26 DRAINAGE COMPUTATIONS SHEET 27 -30 STORM DRAIN PROFILES SHEET 31 SWM: PRE - DEVELOPMENT D.A. MAP SHEET 32 SWM: POST - DEVELOPMENT D.A. MAP SHEET 33 SWM PLAN: WATER QUALITY /BMP MAP SHEET 34 SWM: SWM /AMENITY POND DETAILS SHEET 35 SWM: BIO- DETENTION POND DETAILS SHEET 36 SWM: BIO- FILTERS #1 & #2 DETAILS SHEET 37 SWM PLAN: FOREBAYS #1 & #2 LANDSCAPING SHEETS 38-42 LANDSCAPE PLAN SHEET 43 LANDSCAPE DETAILS SHEETS 44-48 SUPPLEMENTAL LANDSCAPE PLAN SHEET 49 PHOTOMETRIC PLAN SHEET 50 LIGHTING DETAILS SHEETS 51 -55 UTILITY PLAN SHEETS 56 -57 WATERLINE PROFILES SHEET 58 WATERLINE AND SANITARY SEWER PROFILES SHEET 59 -60 SANITARY SEWER PROFILES. SHEET 61 WATERLINE DETAILS SHEET 62 SANITARY SEWER DETAILS SEAL, op r 7' Alan G. Franklin ot Ik No. 35326 w t' APPROVALS a REVISIONS F cy p sv t ACSA VDOT REV DATE DESCRIPTION SHEETS REVISED 0 05/27/08 INITIAL SUBMITTAL ALL 1 08/29/08 ACSA COMMENTS ALL 2 10/24/08 ACSA /COUNTY /VDOT COMMENTS ALL 3 04/13/09 ACSA COMMENTS 1,41,47,51 -55,62 4 11/19/09 VDOT BRIDGE COMMENTS 1,2,15,23 5 02/04/10 LIGHTING CHANGES /HOUSEKEEPING NOTES 1,2, YLAlV iV 11V lr/ GV1V 11V V GENERAL NOTES: PERFORMANCE STANDARDS:9.AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS GEORGE RAY PROPERTY OWNER:DICKERSON RIDGE, LLC, CHARLOTTESVILLE, VA 22901,,434-978-1766,434-978-0188(F); SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT 1.ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR TAX MAP 32, PARCELS 49F, 49G, 491,49J, 49K PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED 3655 & 3621 DICKERSON ROAD, 1430 BLUEGRASS LANE INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT' IN THE OWNER / CONTRACTOR 23.681 (PER REZONING); HOWEVER, ACTUAL SITE IS 24.842 AC. (PER THE SURVEYOR) LATEST EDITION CHECKLIST. PRD (AS OF 10 -10 -07 - ZMA #2006 -00019) AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND RIO COMPREHENSIVE PLAN:RESIDENTIAL- URBAN DENSSTY (6.01 -34 UNITS /ACRE) (AS OF 10 -10 -07- CPA #2006 -00003) IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED MAX. 234 UNITS = 9.88 DU / AC DRINKING WATER NOT APPLICABLE WITH SPECIFIED IMPROVEMENTS.ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: PROFFERS:SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS 1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY 2.CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE 0.52 EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS 4.84____ REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD 1,242 PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES 1202 CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF I _ -- - .-- _ - - - - -- 4 -- rTR1PS GENERATED ___.___ OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1 110 CERTAIN UNDERGROUND FEATURES. i_____ i 1,1"181 1 - -- ____-- t - __._ __ __ ._ _ f 2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF 3.THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND VDOT UNLESS OTHERWISE NOTED. SCHEDULE / ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL r - - . - - - -- - - -- - -- c _ - -- _ .- _._- _. -_ _ - - - . -- -•1/3 Tips antic! ed onto/tfom Diktarson Road and 213 tri ex -petted txrto/from_ Town Center Drive. BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN 3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4.THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER 4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. TRADES ON-SITE. 5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES 5.UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS.OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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,6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. WRITTEN CONSENT OF THE ENGINEER. 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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 8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 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 9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. HIS / HER WORKERSTTHESAFETYOFSARESPONSIBLEFORSITECONDITIONS, CONTRACTOR SHALL BE HELD SOLELY RES8. THE CO , AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE I FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS ORTCONTRACTORiOESAFOSSHEISSTORINGON-SITE. HE CO S NOT LIABLE WORKING ON THE BUILDINGS, NOR IS HE I SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING REQUIRED TO MAINTAIN LEAN ,IS REQ NTA N A CTHEIRASSOCIATEDTRADES. HOWEVER CONTRACTORCONTRACTORORHiSS 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. Y PRIOR TOAREARLIFCONSTRUCTIONANDDEMARCATETHEMCLTHALLDETERMINETHELIMITSOCOS9. THE CONTRACTOROR S 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 NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED 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 R THOSEPECONTRACTOR0DAMAGEDUETOTHEEXECUTIONOFTHEWORK. ALL REPAIR MADE N ECESSARY BY TH 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 DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE 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. QUALITATIVE STANDARDS: 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDE RDINACCOD WIANCE TH THE APPRO W§I N TALLED PRIOR T ANY CLEARINGBEISRACHASISPOSSIBLESHALLO , GRADING OR OTHERCONTROLPLANANDINASMUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASE D F ROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF ION CONTRRESPONSIBLEFORPOSTINGTHEEROSNTRES. THE CONTRACTORIONTROLMEASUROTRACTOR SHALL BEEROSIONC BOND. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1(HORIZONTAUVERTICAL). 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 STA BILIZATION 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 STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) 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 V X 18' AND ADJACENT TO A V X 18' PAINT-OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE I V X 18' AND ADJACENT TO 5' X 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. PERPENDICULAR PARKING TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16 WHERE AN OVERHANG IS POSSIBLE. 13. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 14. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.. 15. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS SHALL BE 24' WIDE. ONE -WAY TRAVELWAYS SHALL BE 12' WIDE. 16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 17. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL V IS REQUIRED IN FRONT FOR WHEEL BEARING, 18. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21 -A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. 19. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL WNDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 20. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE K COPPER TUBING. 21. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM. 22. ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. 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 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: 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 A PPROVAL. 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 WATERCOURSE.A NATURALABOUNDARYLINEOR TREATMENTS WILL BCTLENGTH, LOCATION AND APPROPRIATE END EEXANGOPRIAAREAPPROXIMATE.DRAWL LOCATIONS ,4.GUAR FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT NECESSARY. WHENCOUNTYENORDESIGNEE, IT IS DEEMEDTHECOUNENGINEER, SHOWN WHEN, IN THE OPINION OF 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. AL CONFORM TO VDOTALLRESIDENTIALSHALLEDRIVEWAYENTRANCESANCROSSSECTIONSAREINSTALLEDNTIALENNCERBCOS5WHEREU , 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 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 VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. IFI CC TSITE PE NOTES: 1. THE SUBJECT PROPERTY LIES IN THE DEVELOPMENT AREA AND IS NOT WITHIN A RESERVOIR WATERSHED. 2. THE SUBJECT SITE IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. IT IS IN ZONE 'X' AS NOTED ON FIRM #51003CO140D PANEL 140 OF 575), DATED FEBRUARY 4, 2005. 3. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE POWELL CREEK THROUGH THE RETROFITTED ON -SITE POND.STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT LOCATION. 4. OFF -SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF -SITE RUNOFF IS FROM PUBLIC LANDS, THEREFORE DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND QUALITY ARE TO BE ACCOMMODATED ON-SITE IN THE RETROFITTED POND. 5. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTURE WITH SOME PERIMETER AND SPECIMEN MATURE HARDWOOD TREES. 6. ROADS WITHIN THE PROJECT SHALL BE BOTH PRIVATE AND PUBLIC. THE FOLLOWNG ROAD NAMES CORRESPOND TO THE ROAD NAMES ON THE APPLICATION PLAN. THESE NAMES HAVE BEEN RESERVED AND /OR ASSIGNED BY E -911 SERVICES: A' = WILLOW GLEN DRIVE (PUBLIC) B'= PRESTWICK GLEN DRIVE (PUBLIC) ROW GLENCHEATH C (PUBLICPUBLC D' = SHANNON GLEN COURT (PUBLIC) E'= TRUDEAU COURT (PRIVATE) F' = HARTSFIELD COURT (PRIVATE) G'= TEMPELHOF COURT (PRIVATE) 7. ALL INTERNAL ACCESSWAYS ARE TO BE BOTH PUBLIC AND PRIVATE. THOSE PUBLIC SHALL RESIDE WITHIN A PUBLIC RIGHT -OF -WAY. (WIDTHS VARY) - SEE PLANS. 8. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. 9. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS. 10.5' -WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK SECTIONS LYING ON PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 11. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 5 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. 12. UNITS ARE EITHER FOR SALE OR RENT. 13. TOTAL CONDOMINIUM BREAKDOWN: 16 1- BEDROOM UNITS, 54 2- BEDROOM UNITS, AND 12 3- BEDROOM UNITS. 14. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. 15. ANY SITE IDENIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 17. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. 18. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN VARIOUS AREAS THROUGHOUT THE SITE. 19. DUMPSTERS ARE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR CURB SERVICE. 20. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD /ROOF DRAIN SYSTEM. 21. A TRAFFIC IMPACT ANALYSIS REPORT WAS PREPARED BY THE RAMEY KEMP ASSOCIATION IN APRIL 2007. 22. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS.STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 23. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING /HARDSCAPE SURFACES. CONTRACTOR TO VERIFYQUANTITIESANDSIZESWITHALLSERVICEPROVIDERSPRIORTOINSTALLATIONANDORDERING. ALL UTILITYPEDESTRALSSHALLBEGROUPEDTOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES ANDENTENDCONDUITSPASTBACKOFCURBORSIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 24. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 25. ON-SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. 110 1) 0") 110941 DICKERSON RIDGE LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER ") OF TAX MAP 32, PARCELS 49F, 49G, 491, 49J, AND 49K (THE "PROPERTY") WHICH IS THE SUBJECT OF THE ZONING MAP AMENDMENT APPLICATION #ZMA -06 -19 KNOWN AS "WILLOW GLEN." THE APPLICANT FOR WILLOW GLEN IS SUGARAY TWO, LLC, A VIRGINIA LIMITED LIABILITY COMPANY. THE WILLOW GLEN 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. 1. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15 %) OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT IN THE FORM OF FOR SALE OR LEASE AFFORDABLE DWELLING UNITS (THE "AFFORDABLE DWELLING UNITS" OR "AFFORDABLE UNITS "). THE AFFORDABLE DWELLING UNITS SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES: SINGLE - FAMILY ATTACHED HOUSING TOWNHOUSES OR DUPLEXES) OR CONDOMINIUMS. THE OWNER OR ITS SUCCESSOR IN INTEREST RESERVES THE RIGHT TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES ALONE OR IN COMBINATION AS OUTLINED BELOW. A. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFFORDABLE TO HOUSEHOLDS WITH INCOMES UP TO EIGHTY PERCENT (80 %) OF THE AREA MEDIAN FAMILY INCOME (THE "AFFORDABLE UNIT QUALIFYING INCOME "), SUCH THAT THE HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND HOMEOWNER'S INSURANCE (PITT) DO NOT EXCEED THIRTY PERCENT (30 %) OF THE AFFORDABLE UNIT QUALIFYING INCOME, PROVIDED, HOWEVER, THAT IN NO EVENT SHALL THE SELLING PRICE OF SUCH AFFORDABLE UNITS BE REQUIRED TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS ($190,400) OR SIXTY -FIVE PERCENT (65 %) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM MORTGAGE FOR FIRST-TIME HOME BUYERS AT THE BEGINNING OF THE 90-DAY IDENTIFICATION AND QUALIFICATION PERIOD REFERENCED BELOW, THE OWNER OR HIS SUCCESSOR IN INTEREST MAY AT ITS OPTION FACILITATE THE PROVISION OF DOWN PAYMENT ASSISTANCE LOANS TO REDUCE THE OUT -OF - POCKET CASH REQUIREMENT COSTS TO THE HOMEBUYER, SUCH AS, BUT NOT LIMITED TO A "SILENT" SECOND LIEN DEED OF TRUST, SO THAT THE RESULTANT FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE PARAMETERS DESCRIBED HEREIN. ALL FINANCIAL PROGRAMS OR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE LENDER. ANY SILENT" SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED TO THE COUNTY OF ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE PRICE OF THE AFFORDABLE DWELLING UNITS, THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS. 1 gal " "Ii , 10 DEVELOPER:SUGARAY TWO, LLC, CHARLOTTESVILLE, VA 22901,434-978-1766,434-978-0188(F); CONTACT: GEORGE RAY PROPERTY OWNER:DICKERSON RIDGE, LLC, CHARLOTTESVILLE, VA 22901,,434-978-1766,434-978-0188(F); 9.57 CONTACT: GEORGE RAY TAX MAP / PARCEL #:TAX MAP 32, PARCELS 49F, 49G, 491,49J, 49K PROPERTY ADDRESS:3655 & 3621 DICKERSON ROAD, 1430 BLUEGRASS LANE PROPERTY SIZE:23.681 (PER REZONING); HOWEVER, ACTUAL SITE IS 24.842 AC. (PER THE SURVEYOR) ZONING:PRD (AS OF 10 -10 -07 - ZMA #2006 -00019) MAGISTERIAL:RIO COMPREHENSIVE PLAN:RESIDENTIAL- URBAN DENSSTY (6.01 -34 UNITS /ACRE) (AS OF 10 -10 -07- CPA #2006 -00003) PERMITTED DENSITY:MAX. 234 UNITS = 9.88 DU / AC DRINKING WATER NOT APPLICABLE WATERSHED: t PROFFERS:SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS WAIVER / VARIANCE A CRITICAL SLOPE WAIVER WAS APPROVED IBY THE PLANNING COMMISSION ON 8 -14 -07. REQUESTS: 4._ _ _ 0.44 F SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005, REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 3/10/05, DATE OF COMPILATION: 3/22/05 DATUM: NAVD '88 BENCHMARK: ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM 4 AND WERE ALL NAILS WITH FLASHERS. BM 1: ELEV. 586.76 (N 3936754. 00900, E 11497204.60100) BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700) BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300) BM 4: ELEV. 577.90 (N 3935550.68900, E 11496624.86100) B. FOR -LEASE AFFORDABLE DWELLING UNITS. 1) THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN- CURRENT AND APPLICABLE MAXIMUM NET RENT AS PUBLISHED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCEN T ( 3%) . FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT' MEANS THAT THE RENT DOES NOT INCLUDE TENANT PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NO T EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PROFFER 1B SHALL APPLY FOR A PERIOD OF TEN (I 0) YEARS FOLLOWING THE DATE THE CERTIFICATE OF UNTILEUNIT, OCCUPANCY IS ISSUE Y E FOR-RENT AFF RDABLDBTHECOUNTYFOREACHFOENO , OR U THE UNITS ARE SOLD AS AFFORDABLE UNITS AS DEFINED BY THE COUNTY'S AFFORDABLE HOUSING POLICY, WHICHEVER COMES FIRST THE AFFORDABLE TERM . II). CONVEYANCE OF INTEREST -ALL INSTRUMENTS CONVEYING ANY INTEREST IN THE FOR -LEASE AFFORDABLE T TOITDWELLINGUNITSDURINGTHEAFFORDABLETERMSHALLCONTAINLANGUAGERECITINGTHATSUCHUNITISSUBJECT THE TERMS OF THIS PARAGRAPH 1(B). IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -LEASE AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE TO THEFULLANDULLDISCLOSUREOFTHE . PRIORERESTRtCTIONSANDCONTROLSESTABLISHEDBYTHISPARAGRAPH1( ) V E TERMCONVEYANCEOFANYINTERESTAFFORDABLENSTINANYFOR -LEAS A T DURING THE AFFOR , THEEAFFORDABLEDWELLINGUNIT 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)(11) HAVE BEEN SATISFIED. III). REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR FOR EACHETERMGH F - T AF THE THEN-CURRENT OWN ER SHALL PROVIDE TO THE ALBEMARLELEASORRNFORDABLEUNITTE 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. PHASING OF AFFORDABLE UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE PROPERTY SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PROFFER, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT AND SITE PLAN SHALL CONSTITUTE A MINIMUM OF TWELVE PERCENT (12 %) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN. NOTWITHSTANDING THE FOREGOING, HOWEVER, THE OWNER MAY "CARRY - OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE TWELVE PERCENT (12 %) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE TWELVE PERCENT (12 %) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED TWELVE PERCENT (12%) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN. AS H OPTION .D. NOTIFICATION PERIOD' COUNTY C 1). NOTIFICATION PERIOD. ALL PURCHASERS OF THE AFFORDABLE DWELLING UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE. THE THEN- CURRENT OWNER/BUILDER SHALL PROVIDE THE CouNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PRE - QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNIT(S). THE NINETY (90) DAY PERIOD SkALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN- CURRENT OWNER/BU ILDER THAT THE UNIT(S) HUNDRED TWENTY 120N LET/ON ANDISWITHINONE ( ) DAYS OF COMP THAT ON OR BEFORE THE END OF SUCH ONE HUNDRED TWENTY (120) DAY PERIOD SHALL BE READY FOR OCCUPANCY. AND THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER WHO EXECUTES A CONTRACT OF PURCHASE THE RIGHTT TO SELLRELHAVEERRSHALCUOWNER/BUILDERAYTHENENNTOWNER/BU190DPERIODTHEURDURINGTHISNINETYCHEURNGTAS , OR LEASE THE UNIT(S) WITHOUT ANY RESTRICTI ON SALES OR LEASE PRICE OR INCOME OF THE PURCHASER(S), PROVIDED, HOWEVER, THAT ANY UNIT(S) SOLD OR LEASED WITHOUT SUCH RESTRICTION SHALL NEVERTHELESS BE COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT TO THE TERMS OF THIS PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE AFFORDABLE DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN- CURRENT OWNEWBUILDER FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS. 11). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE UNITS - IF AT ANY TIME PRIOR TO THE COUNTY'S APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE INFORMS THE THEN- CURRENT OWNERIBUILDER IN WRITING THAT IT MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR-SALE AFFORDABLE DWELLING UNITS AT THE TIME THAT THE THEN - CURRENT OWNER/BUILDER EXPECTS THE UNITS TO BE COMPLETED AND THAT THE HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO THE HOUSING OFFICE TO SUPPORT AFFORDABLE HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) IN LIEU OF EACH AFFORDABLE UNIT(S), THEN THE THEN - CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBUTION TO THE COUNTY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE UNIT(S) THAT WERE ORIGINALLY PLANNED TO BE HAVE THE RIGHT TO SELL THE UNIT(S)SHALL HAAFFORDABLEDWELLINGUNITS, AND THE THEN- CURRENT OWNERIBUILDER WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). IF ALL OF ANY PORTION OF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN FIVE (5) YEARS OF THE DATE IT WAS CONTRIBUTED, ALL UNEXPENDED FUNDS SHALL BE REFUNDED TO THE PARTY THAT CONTRIBUTED THE FUNDS. FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UNITS SHALL BE DEEMED TO HAVE BEEN PROVIDED WHEN THE SUBSEQUENT OWNERIBUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE THAT THE AFFORDABLE UNIT(S) WILL BE AVAILABLE FOR SALE. E. INSPECTIONS. THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJECT TO ALL APPLICABLE PRIVACY LAWS, TO PERIODICALLY INSPECT THE RECORDS OF THE OWNER OR ANY SUCCESSORS IN INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WITH THIS PARAGRAPH 1. 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. 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 PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THE CATEGORY OF UNITS DESCRIBED IN THIS PARAGRAPH 2 IN THE FOLLOWING AMOUNTS: 1). SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,500) FOR EACH SINGLE - FAMILY DETACHED DWELLING UNIT; 11). ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,900) FOR EACH SINGLE FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT THE CASH CONTRIBUTION FOR EACH SUCH UNIT SHALL BE PAID PRIOR TO OR AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT FOR EACH UNIT, AS APPLICABLE. B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2008, 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 MARSHALL & 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 YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 3. CONNECTION TO TOWN CENTER DRIVE. THE OWNER SHALL COMPLETE CONSTRUCTION OF AN EXTENSION OF "ROAD D" AS SHOWN ON THE APPLICATION PLAN AS A VEHICULAR CONNECTION TO THE FUTURE TOWN CENTER DRIVE IN THE AREA SHOWN ON THE APPLICATION PLAN, TO THE STANDARDS CONTAINED IN SECTIONS 14 -410H AND 14-422 OF THE COUNTY CODE AND SHOWN ON THE SHEET OF THE APPLICATION PLAN ENTITLED "CONCEPTUAL ROAD SECTIONS" (THE 'TOWN CENTER DRIVE CONNECTION "). THE TOWN CENTER DRIVE CONNECTION SHALL BE COMPLETED BY THE LATER TO OCCUR OF: (A) EIGHTEEN (18) MONTHS AFTER ISSUANCE OF A FINAL SITE PLAN APPROVAL FOR THE FIRST PHASE OF THE PROJECT; OR (B) EIGHTEEN (18) MONTHS AFTER THE OWNER OF TAX MAP PARCEL 32-50 DEDICATES TO PUBLIC USE THE PUBLIC RIGHT -OF- -WAY DETERMINED TO BE APPROPRIATE BY VDOT AND THE COUNTY ENGINEER FOR THE TOWN CENTER DRIVE CONNECTION, AND ALSO DEDICATES TO THE OWNER ALL DRAINAGE, CONSTRUCTION AND OTHER EASEMENTS NECESSARY FOR THE OWNER TO CONSTRUCT THE TOWN CENTER DRIVE CONNECTION. FOR PURPOSES OF THIS PROFFER 3, CONSTRUCTION OF THE TOWN CENTER DRIVE CONNECTION SHALL BE DEEMED COMPLETE WHEN IT IS READY TO BE RECOMMENDED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS FOR ACCEPTANCE INTO THE STATE - MAINTAINED SYSTEM, AND THE OWNER HAS OBTAINED FROM THE COUNTY ENGINEER A WRITTEN DETERMINATION THAT THE TOWN CENTER DRIVE CONNECTION IS SAFE AND CONVENIENT FOR TRAFFIC. THE TOWN CENTER DRIVE CONNECTION MAY BE SHIFTED FROM THE AREA SHOWN ON THE APPLICATION PLAN TO A LOCATION MORE SUITABLE TO BOTH THE OWNER AND THE COUNTY WHICH STILL PROVIDES ACCESS FROM WILLOW GLEN TO TOWN CENTER DRIVE, UPON APPROVAL OF THE COUNTY ENGINEER AND THE OWNER. BREAKDOWN. € , SF '.. AC ! %LAND -USE __. _ _ __ IBUILDINGS ; E 155,545I 3.57 € 15 °A 'I 1 r_ r -__ - -- _ - _. _ __. _ ` i _._ - -• - _ .. ROADS / SIDEWALKS: ___ __ __ . _ _ _219,375 , 504 21% _ j I' ._...- - . _ iiE ...__ _...._ _ ....... _ __.._ ___ PAVED PARKINGJROADS. 165,394 3.80 r 16% i !i___.t____.__ - _____-- _-- _.__.__._- .- . -. -___ -__ _ ____ -. U __ __ - -- ___ , ___ .__ _ 1.__. _ .__. _. _ __ i 0 ISIDEWALKS: 1 24 5 /oDEWALKS' S3 981 PERVIOUS AREOPEN SPACE f 656,2 1507_ 64 %A/64 i i COMMON OPEN SPACE: __ . _.. ____. _379 _ 8.72 _ 37% -- - a . -_ , 1_ ____.___. ._.._____ NIDUAL LOTS: -- __ __ 276,737 6.35 ! v 27%INDIVIDUALr -___.I_.______ AL ._ ____w 1_._.-_ _-_1___-_1 -Y ..__.. _ ._.._____ - _3 .- .-- _--- ..___E ..._- _..._.__._.I....... -_. 1 23 681 1 100%103 544ACREAGE. _ITE E _ _ __ _TOTAL S - __ w. - 4._ -.__. _.. -_. 3 . -. __ __ E i -.. , -.. s. i L -_ __ -._ _____. -__ _...._ - -_ __ __ ___ _. -_ . _ . _ ___ ._.____ _ THE MINIMUM REQUIRED OPEN SPACE IS 25% (Per Section 19.fi,1) - __ PERVIOUS AREA/OPEN SPACE INCLUDES LAND WITHIN R.O W. AND ON INDIDUAL LOTS ELUDES LAND WITHIN R O.W. AND ON IND NIDUAL LCOMMONOPENOPEN OTS._ _u__ _-- I LOTS INCLUDE ONLY THOSE INDIVIDUAL LOTS AND NOTHING MORE. Ij_____1_.______._____ SETBACKS: REFER TO SETBACK CHART ON SHEET 7. MAX. NUMBER OF NOT APPLICABLE EMPLOYEES: PARKING REQUIREMENTS: SEE THE PARKING DATA CHART BELOW RECREATIONAL AREA: 111,217 SF - CLUBHOUSE, TOT LOT, PARK, POND AND TRAILS ARE AS SHOWN IN ACCORDANCE WITH APPLICATION PLAN PUBLIC DEDICATION: PUBLIC RIGHT -OF -WAY, ACSA EASEMENTS, SWM EASEMENTS- SEE PLANS FOR DETAILS. S ' 11 i -UNIT TYPE OF UNITS; REQUIRED/UNIT GUEST I TOTAL REQUIRED : PROVIDEDDED t-- -- - -. - -- - - -- SINGLE-FAMILY DETACHED (LOTS 4449 & 143 -150) 1 zz __,L '!+ -- -__ _ -' 44 _ _ 44 f __ _. ---- 16 _ ` __ __ _ _ 18 __ _- - 18- ___..__ -__O -- -- _ 8 - -- --- - -- _ _ -_DUPLEX LTS 39, 127, 142 6151) -, ___._ .. -._ _ _ r - - - - -- ; - a} - ___ _ __ ____ TOWNHOUSE (corS 3- 50-73, 75-83, 85 -111, 11312 & 128 -141) -, - _ ^ Y _ ww - SAO wAr...a _____ _ L_ __.___ 16' w NO GARAGE (2 ._ __-_ _T14 54 108 0 106 108 _ _ ..1 I - - - - -- - -4 6 ___ __8 4 4036CAR2.2 2 ON LO20' w fih 1 CA GARAGE ( 5 P9i, _ . __ _ _ ___ _ _ _ __ . - __ _ , ____ __ r _ __ _ . _ ___ _ -_ -T1 _ 24' w dh 2 -CAR GARAGE (2 25 PER, 4 ON LOT) _. __ - 48 96 ; 12 08 192" TOTAL: 120 240 __ 16 ' 256 340 CONDOMINIUMS (LOTS 1, 2, i h '74,84 6112) -- _- _ _.__I _ _ i i 1 BEDROOM (1.5 PER- CONWMATE) 16 - r_ _ __ - __ - -- i 0 1 24 24 2 BEDRO (2.0 PBR00 _ -- - - 10 s__ _ _ _ _ _ o i 108 _ I ~ - 108 12 i 24 0 24 - - - - - - - - -- 24 - - - ---jr3BEDROOM (2.0 P82 - 00NGRi3CaATE) _ TOTAL; 82 156 0 156 156 I ADDITIONAL ON -STREET PARKING - __ _ - - - 4 ** 1 _ z _ Z32 456 18 474 _ _ _ _ . ; _ ._ . __ _ - -- _ _ _ -._ _ _ ,TOTAL ,_ _ - __ . __- --- -- _ - __ .. _ - _. ... -- - - - - -- _ - -- -- ? -- - - - -- s. - -- , LOWEST SPACES ARE NOT R8Ql1R® FOR UNfTS 1NFi PROVD®PARIWG B GROIN TOGETFBt (ie. PARlWG LOT CONDITION). _ s R .__, ____.--- - - - - --24' -V11DE TOVVNl15E tfis ALL FWVE 4 SP110E5 ON TI E LOT (2 N GARAGE AND 2 N DRNEIIY). THIS EtUq tE5 TO t. EXTRA C65SPA PE_ IM OR_ i 1.75 X 48) 84 EXTRA SPACES THAT CANNOT USED BY OTF6t UNITS FOR GUEST PARKING. TFER OFiE FOR RJ 66S OF DEIEIiMNNG ADEQUATE PARICNG, THEE 84 SPiAC65 SHOILD BE SUBTRACT ®FROM THE TOTAL FRONDED ON SITE, WIiCF11S 582 SPACES. Tlf RESULT S THAT 478 (NEn SPACES ARE BEING PROVIDED TO MEET A RBQI BuB4T OF 474 SPACES - RESULTNG N 4" D7 RA SPACES, W+11CH ARE ON- STREET. TRIP GENEI2ATION ESTIMATES: 00-6 _ __ __ . _ -.--- .. _ - _ _ r -._- _ _ _ __ CODE LAND USE : AVG. WEEKD TRIPS ADJ. STRE_ ET PEAKS __.____ i SAT URDAY! SLMIDAY PER UNIT) AM ER UN FPM ER UN - -' -- y - 210 S INGLE- FAMILY DETACHED r 9.57 0.75 1.01 t 8.78 22 (MAX.) _ __ _ _ _ _ } _______._211 17 ZZ 101 222 1931- f -_ - - -_ __- 1 - - --i - -tr _. - __ __ -. ,__ -- -. _____° - --- ___ -. - _ .-__ __ - __ ----- ._i 230 m iCONDOMINIUM / T /DUPLEX ! _5 _1 _ _ _.4._ _ _ 0.44 F 0.52 T : _ _. 4.84____ 212 MAX. _ -- - _h ______E_.______.______ . ____._ -__ -- 1. _ _ __. __1,242 t 93 _- -3 _- 110 T____I _- __-- ____ 1202 1,026 I _ -- - .-- _ - - - - -- 4 -- rTR1PS GENERATED ___.___1 110 132 i_____ i 1,1"181 1 - -- ____-- t - __._ __ __ ._ _ f r ___4 __._. 1 !__-- r - - . - - - -- - - -- - -- c _ - -- _ .- _._- _. -_ _ - - - . -- -•1/3 Tips antic! ed onto/tfom Diktarson Road and 213 tri ex -petted txrto/from_ Town Center Drive. i - _ __ STANDARDS AID 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- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. E CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 o ,elw Cn H qg! a 4 :) 44 H404W 4 2 ) o ( O W s P W C) W 0-4 :) Cn ,4 W 4C 04 M .. , , A A v w a EMN4 a. , 00e, 4 w P j $ , , , cf 7 Alan G. Franklin d Iic. No. 35326 , LIV ONAL Cs~ 1/e"xTH OF /, I, P 5,f , C 7 Steven W. Edwards r Cert. No. 0931 E t 11c" c' P E A4 SCALE: N.T.S. ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 - 00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS S. 02-04 -10, LIGHTING /MISC. M rW is reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or detait expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopykg, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party witho first wri ten authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET 5 s /,s1 OF 62 t rn \ l / ) A / I TMP-323-40ITM2t95 ° \ .,. \ I, \ / ow or Formeriy I \` TTRGE f AND \ \' \, s S N LEGGE .. 2 3PG. G. L ISE G \ / / /BD 101 \ B. 195 P 17 \ \\ ' \ i Zned4 _ 1 1 1 \ B. 1923 PG.`28 -_'\\ 13ra: Nei rhootf -- D.B. '1 5R1 (PlA amide` I 453 PG. 1. \ \ \ \ \ idehitlal \ \ \ \ ° \) NOTES. D.B. 1441 PG. X19 \ \ rf c \ \ \ t \ `_ \\ \ I I \' `\ W. B 3 PG . 324`c \ \\ \ l S / \ \ \ \ \ \ \ \\ / / / SURVEY SOURCES: Zoned: RA C7 - _ \ \ 32C3 ` 1 n: In u tri 1 Se -- t \ \ \ Co p P a a nn _ ' ,,, y \ \ \ Usk Forest - ConiferOUS /O \ \ \ '\ 'I`iEN N`I-K? \ \ DATUM: 1 BENCHMARK: Unknown `\ _ \ \ \ / B. 29 9 PG. `50 TMP 3 G 338 \ \``\ \ \\ \ ' .01 \ \ f x xx x_ - — T' --_ - n _ --- _ \ / ` o _ : R4 ° Now or r* / r \ \ Ial>; DGAR R. ORC x x_ _ ° cNO \ NJe 9 USA R. v \ Dens! X \/ / O N / TMP 32C3- \\ \ / \> uP TMP 3203 \ \ \ den`I / \ D.B. 79 G. 50 \\ N F rl \ \ 0 25' 50' 100' BOUNDARY 8t TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005, REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 3/10/05, DATE OF COMPILATION: 3122/05, 2/4/08 NAVD '88 ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM 4 AND WERE ALL NAILS WITH FLASHERS. BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100) BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700) BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300) BM 4: ELEV. 577.90 (N 3935550.68900, E 11496624.86100) rte _ Now or Fo iy \ \ \ e aside I \ \ Zo ea: 4 \\ \ ow or orme y + \ / - S USAIVt. VA \ / , 4\ `/ \\ ON FAMILY LAND TRU T.B.R. TO BE REMOVED3 \ \ \ Com. FBI n. \ \ B. 2846 PG. 250 \ \\ / _1 1/ D. B. 326 G.2 \ \28460G / \t Igh4 \ \ \\ \\ . 257 \ \ / — ° I- , , - , D.B. 3 G. 691 \ '\ ,2' ` \ s, eat \ , /1 1 / / \ 7 PG. 312 PLAT LL -1 ned: R4- / ls : R nz,a \ 7 PG. 314 I fFT / / I \ \ \/ / -- - I MIT sP -49 Co _ . Plot . Neighborhood Des, __ _ _ \ \ \ I141P \ F \ / \ ...\- -_ - I IworReen ! i \ \ \ \ ( , \ / I 1 \dd M - \ — \ \ \ \ \\ B2 'Y . 142 (P1 rob l Ile, se: Unknown ` \ \ \ \ \ \ 4 \ / D. 36' I / N SU GE --_ - EXISTIN / / S\ \ \ / - 274 soPLAT / 1 — — ` _ n _ --HOts To - / S k \ dmp. ugh ow Density ,c- - J D 1 9 PTV G I B R M t D. 1 S 9 P h D. . 1453 . 523P D B. 153 G. 51 PLAT I '- — ---- .— -- ` - --' ' /' \ \ \ \ \ I 7 -! %;; 1 ti I \ \ \f ( — 9 D ' _- / \ \ \\ \ \\ 1 N\ _- _ J O °Zoned: OF URANCE — S\' \ \ TMP =3-a / -- ~ — _ J I \ — — _ 1 i I — PERENNIAL \ 20 SANITARY \ Of- FOM701 Ian:tlnclustrial / , 717- V / I Camp. Sekl / , 2\ \\ \ SEWER EASEMENT ,,, /i JJ``ntialse: Res 9 ~ C SLOPES _ TR RI ICA / ° \ ^' ^ K -- _ , rr , TAk"2 49t I I - / \ \ \ 2V/, , - _ - ry ' ` w /1. \ \ . - - 25 G. J 1 O GR ER 003 ACry / - / I 0,02 AC DISTUtED WETLAND - WETLANEf ZO . R4 I , + , { NATO L ;P. _ t_ f / W 0.02 AC SITE WIDE) , x i (.003 A \ Com F 34 °47'4 es` ia1men " 0 Ac }, _ - - ' \ I \\ 3 y \ S"_0 08'21 NO PROPE9 $° 2'43" \\ 42 .40 , k-ISTNR@ ANCE _ _ c 0 2 \ \ tea' PTOa ,631Y, \ / - \ / \ \ 32 3 -A TLAND #1 ' E DISSO s o _ \ I \ ED) - - , o \ \ \ \ X48, n s\ \ / o r7v erJy I I T ,NE (.02 Arc) _ --- _ __ - - _ - - 11 \ / BURT TO E RELOCATED EL i 0.02A TBTORBEDVETLAND ` - ` - - - - - - _ - - — - - _ _ _ 1 S 1 5'r` \ \I \ B Q PG. 132 3 = --` / \ 0.10 AC SITE WIDE - - - - - - - - — - - - \ / R DISSOLV ( ) \ , :. \ \` \ / D. OX PG. 138 DISSOLVED vv / \ 1 7 G. 661 o _ \ _ S`54 °2{3'56EXISTING - `\ \\ 1 - _ 3 0;ELECTFUG _' - - - _ ` `' - - \ ` \ \ \ \ \ \ \ \SHEDS TO \ - - .27.#'I, P (Ve ghbori'1'o , / / \BE REMOVED w \ \ - ` _EASSLT - _ - - -- - _ \ \ 11 58'OIC' E ° / w, \ \ _ TO -BE REMOVED _ _ _ - _ - _ - _ - \ \ \ \. \ • \ \ nsity Re el4tl /Pa rks 8y / _ / T P 32 \ / CSR RELOCATED \ O. I Q \ \ \ - nftyS i / l D,Zy \ \ / N'6 or F edy T RTESL IO \ THRIJGH SlT — - - _ - - \ \68'TOTAL is n / EXISTING _ ! — - _ 107MCESSAR \ \ \ \ \ \ \ \ / H RAIN J / HOUSE TO — TMP i ., \ \ / - D - u 2$L- -452 - - _ - - - _ - - _ \ \ \ \ \ \ \ \ \ \ \ \r \ \ _ cn ,[S. ,3 . 731, D.B. 32 2 342.001 Ate / — \ _BE REMOVE \ D 311 -457' _ - \ \ \ \ `.r T \ zi • __ _ \ \,- _ - ~ \ \ \ \ \ \ \ \ \ \ \ \_\ Up ;1 \ ° s 7 / f -2907 P , Sao 38`CC %E55 PG. 1 8, 9 .65,1 EM ENT--' _ -, , _ _- - -- \\ \ \ \ / D.B. 2 04 / I TO BE ABAND \ F - - - \ \ — - k - \ \ \ \ - \ 153i -521 '' 1 ,, _ --_ up J \ --\ \ \ o \ \ \ \ \ \ / B PG. 2 . n P79 1 C - - \ \ S 80125b"E \ \ - \ \ s \ ed: trMD I Cofrtd. Plan' 24.14' \ \ \ \ \\ \ - - , \ z,, Cen r GriehWa 3 — — - - = — — — -- — Ro CIS VE \ \ \ s. _ - _ _ ` , ` ei bo e R s eJWR. / / J . - r — 1 \ \ \ \ \ \ \ \ \ \ 4 0oDRIVAY- T.B. i \\ ' 0.03 - -__- - - = ` ' \ \ I \ \ \ \ \ \ \ \ \ \\ \ .,.. - - - -- ELtCTRIC)LINE StR \ \ q,UP — c ~ \ \ \ \ \ — ' / / // I , \ Td BE RELOCATED B FFE ` I EXIT NG EN E TO BE RELOCATE OTHERS IF, NECkSSARY \ CRITI L SLOPES - 25% OR *EATER MAN -MADE TYP. NOTE: i %' f l = j l _ \-"" l / I I orl ToAOj j 1 \ , _ ' l \ \\ y 5 --- ALL EASEMENTS SHOWN OVER / / / i / / J I ( l / T(J BEI RE jOVE6 / \\ l \ OF R OVERHEAD ELE$TRIC LINES / / '\ G R32W \ \ ARE IMPLIED AND >WERE NOT / / / / / / / l ' / / / ' i f \ c 1 \ \ HOWN ON ORIGINAL PLATS/ 5% Oc5" / / \ / / / / IL w or rRr `s \' , \ / / TMP,31 -49J -,l , / / / / / / / NA P. r APE Y \ - - f / SARA \ / / / / 16.708 AC / / / - \\ Y P. GR BB AND \ I / / / / / / / /1 / / /0.004 ACDISTUWD \ \ \\ \ N . EER , \ \ I / // / / / / .`!' / / / / / // / / / 1 ( <0A0 AC "DE)/ 1 4 60m p. Pla In al S ery , ce / ` O`I 1 / / / / / / \ / /' / / / / / / / / / / \ - { ooa AC) _ \ \ \ \ \ 26.Q6 n : \\ Use: Re ide n 9 06 / / \ / y / / / / EXISTING TREE I14E; / / / / / / / i / / / / r \ ' i ' 7 7 \ \ \ \ \ 1 68 2T1$. TO BE tjE MOVED / / / / / / / E 210 / / / / / / / / AS SHOWN THE S 46 2 / f / / / / / / ` GRADII,IC3'ptANS / / , / / / , / / , / - - _ \ \ \ UP \ \ \ \ TING / a`1" / / / / / / - - \ \ \ o \ o \2 I I / / / / / / / / / / / i / / - , I \ \ \ \' 1HOUSETO BE REMOVED-- / / N / 1 } / / _ TMP 3.2' -49 / , / / / / / / / 1 / , \ \ \ \ \ \ — \ `s \ S.677AC/ / / \ \\ I D.B. 1688 ,PG. 403 / /' /' / /' / J /' /' / /' /'' - _ -\ P%R'FtAUMtN 911 - \ \ 18\38' PE R! HT FwAy I \ i \ \ 0; 2. \ \ D. B 1970 P. 1 3 P 1 EXISTING J I I I I I i / / - / / / / / / \' 't _ j 0:1 ITE 1 VIE) /' - - - \ \ \ \ D.Bi . 2 , 237 PLAT 1 ITREFLINE / I I I / / / / / - / / \ TYP. \ - =__s '' \\ \ \ \ I / Ile 1 EXISTING STRUC'I'URE110 / --` / / l I I l / / ` / _ - - -- ' i - - -- \ \ ) I I I l I I yy t 1 i TMP 32-49F BE REMPVEiS / - - - \ / / / I r - - - ' ; , \ I f I I 3.291 AC_ - - - , / / \ /' / ' ' -- -4v \ p'\ // r ( ' = --1 / /i ' '' ' ' __ _ _ - \ I I l l / l l /\ l ] \ \\ 2-50 \ EASE CENT XO / // / / / _ _ - _ / / I 1 \ t \ +\ \ 1 / / INBEAND6NED/ / i / / i ' ' J -J _ - - - -\ ' ' - 0 112 P 170 30'OVERHEAD / I I / / // /// /• i' -' -- A* \ f I I I l / / // / \ \\ I RUT 3 - _ / r 7o \ I \ x.73ELECTRICr' - _ - , / . l / / / / / / / / i - \ I I I 1 / / l - _ \ — - N \ / / \ / N l i / / / / / / / 1 I I l / I 1 l l f \ - (Pt T)c EASEMENT T4 , / I I \ \BE 2EL ED/ / 560 — i g1DB.28352 / / 0. WI Td D 10 AC SftE 3'0 AC ESS _GI'eenvls \ I EAS)Z ENT CHARLOTTES _ _ / \ / D.R. 1453 P / / _ , / , \ T 32-56 esi ALBEMARLE _ — IL ' / — -- \\ Now or Formed / i /ii - D LAND CORPORATION OF / / / / / I / - - - - \ \ AIRPORT \ * \ h1 \ / / , -- -- - / %'; /,', / ,I `AMER eR &sv ' /' / -- — \ \ \ \ WE TLAND #6 1434 P?. 440003ACy308\PLAT520PGD.B.a\ \ \ 11 \ p / / \ - ,I 11] // / / / //i Zoned: R15 / _ - \ \ \ \ 11 cn\ \ \ O / 1 / / // / ` Com Plan: Urba Dens p \ 6 / // I _ , , -- -__ -- I \ ( \/ '// \ \ Residents II \ / I I I \ Use: Residgntiat I I _ \ 14 0 $61171 co O TMP 32-MA -' __ / / - - - -- - ' (i \ \ \IN --- - - - - -- \ ATLANTIC ,K - _ / _ 1 - _ _ / } I \ \ \ \ Tb CENTER DRIVE IS UNDk REVIEW UP\ D:B: 1950 .154 D.B. 2Z9'PG. ?0J _ _ -_ ` AN nS DESIGNED BY THE D SIGN 1( DEYELQPMENT RESOURCES {DDF. I RA \ \ \ \ I pomp. Plank l7rban.Denssty / , - _ / / / -- - - _ - - -Residet)bal TX -3x I XDI%6,A CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a O w m a p H A A w TH OF ; Alan G. Franklin Ik— No. 35326 W o w, l E~ONA L TH OF Y Steven W. Edwards r Celt Na 0931 v c SCALE: I" = 50' ISSUED: 05 - - DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights revervsd. No part of ftto materia protected by this aopyrlpht (plans, ideas. designs, sections or k u an expressed on these plena) may be reproduced, Changed or utilized in any form or by any means, etectroft or mechanical, indudUtg photocopying, scanning, or by any other means of retrieval system wttitout written permission from Terra Concepts, P.C. Also, these Platte may not be assigned to a third party without tUst written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 6 a T.ER".'RA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a 0 w WW k iessil 0 W o p a z w tiTH OF I r 9 Alan G. Franklin Uc- No. 35326 W O V t 'J, it ANAL NTH OF G I,A Grpr 7 Steven W. FAhruds r' Celt No. 0931 y U tiw C PE AR SCALE: 1" = 50' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by oft copyright (plans, Ideas, designs. sections or details expressed an these plans) may be reproduced, changed or utlb*d In any dorm or by any means, electronic or mechanical, Including photocopying, sunning, or by any other means of retrieval system wtdxxA written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorkWon of Tama Concepfa, P.C. O TERRA CONCEPTS, P.C. SHEET S r3/ OF 62 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 2954005 FAX 434 -295 -2103 O w cry 0 Wpa a w z w TH OF I cf 7 Alan G. Franklin Ik- No. 35326 W O W SIGNAL I,TH OF Gj r 7 Mark E. Keller r4 Celt No. 0239 U w s G tipEAR SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: 1 " =50' 09 -01 -09 MEK 2007 -00065 AM ftft reserved. No pan or the material protected by this copyright (Plans, Ideas, designs, sections or details expressed on Chase plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of rsb*M system without written pen *ww from Terra Concepts, P.C. Also, these plans may rat be assigned to a third party wilhout that written authorfzatlon of Terra Coraepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET iy ,5/V3 OF 62 ASE I II[PR ®VEMENTS. U - --- _ Li _ / / / / / / — — J -- - - - - \\ \ \ '\ ! \\ \ \ \ I \ \ ~ \ s \ \ \ \\ •' \ \ \ \ I(I \ ( // / I / / / ROADS: 1 / I / ROAD IMPROVEMENTS SHALL INCLUDE SHANNON GLEN COURT AND TEMPLEHOF COURT. FOR C r \\ a ) / THE PUROSES OF BEING CONSIDERED COMPLETE THE ROAD SHALL HAVE ITS STONE BASE AND ASPHALT BASE COURSE INSTALLED. THE FINAL ``TOP WEARING COURSE SHALL BE INSTALLED ONLY AFTER ALL LOTS OR UNITS UTILIZING THOSE ROAD SECTIONS HAVE BEEN 5w - i / / BUILT UPON, UNLESS OTHERWISE DIRECTED BY THE DEVELOPER. y _ UTILITIES: WATERLINE IMPROVEMENTS SHALL INCLUDE SYSTEM 'A' FROM WEST SIDE OF DICKERSON ROAD (INCLUDING JACK & BORE TO INTERSECTION OF HEATHROW GLEN CIRCLE AND y \ \ \ \ \ \ \ \\ \ \ / _ q 1 SHANNON GLEN COURT, AND SSTEMS E AND F' IN THEIR ENTIRETY. SANITARY SEWER LINE IMPROVEMENTS SHALL INCLUDE SYSTEMS 'D' (INCLUDING THE AERIAL CROSSING OF THE CREEK) AND 'E' IN THEIR ENTIRETY. STORM SEWER LINE IMPROVEMENTS SHALL INCLUDE SYSTEMS N , '0', 'P', AND BD IN THEIR ENTIRETY. OTHER: BRIDGE #1 WALL IMPROVEMENTS SHALL INCLUDE WALLS'F', 'G', 'H', 'I', 'J', 'K, 'L', AND M'. BIG- DETENTION POND SERVED BY STORM SEWER LINE'BD'. i ALL OTHER SITE IMPROVEMENTS OR EFFORTS REFLECTED IN THESE DRAWINGS LYING WITHIN THE LIMITS OF PHASE 1. \ EXNG WETLAND WALL E/ - ` WALL D' - # EXISTING \/ /NV \ \ \ \ — — — — — 1 \\ \\ \ \ \ 1 / l ,! i' •- _ - ?T r ld1U@7R6Wi • _ . i r t .'"s % • ' • •: X29 \ — — / / _ I p -- __ ___- ' y Jam, \ _ - \ s / a /tl I ' ' - - ., _ - \ , _ _ _ _ \tin. ! \ / 1 4 \ T 1 1 1 •t _ \ ,,.. \ \ _ . 1_ – I ' ` S \ \ • \ \ s \ TS IQ348 ohm Ulf 1 "t' — -- L' J• 1 - - -- _ •— — r`I` ( I 1 / T ` i \'• _ 658 \ I I •6 / - 1 \ \ ,```` \ \ \\ s k \s i CfS ($. _ "' •` . \LOT 43` \ \ i \ t i Ij AIM '`., "a4`` a• ,,t ` ® X11.. \i .i i_"." . / ',',' - - - 4'7 w ` `.. °%'` ; -... .. ,`. \' ?/ / ` \`/ > . _ _, Q\) \ r. ,, , ,.... • ,, - - " / ` •:' a , ' .' ' ' 0A II a11e ;» 's , 'S I' - - ' .A. = '!= . - • `' = -;'j' •? /``.•r . ` • w .:.. r T..° .ate , s' // - ` y :.. / '" _ _ i.l ,l:.i /.: o• . 0 -., /' : „ • \ •'_ '. ` _ ` \ r , rlt . `llhi t `'N \ of Qs.> gi t` .r!! - '. ' • • \ "' - 7_ ' \ , ' ", ir 1 . ` ham •t '!=y" ,._w ra • Q', 0,4 O /' / i p\\ ° 1•' !; - - •-• -\ > `'. .r I r ` ? ' °- ill• •'!! r • . . `+ 0k WWI 0 r , . -. I a > -, 1•/ ,\\ - / \ \' • \, s `'s' `in • , anIp j Mfr. i% I/ y i • ` ` . t \\ } \ i ` 1 ` 0 a ` •. \ M .L/ iii , * I l , ,.®/.' ''•+° ° iii, / i#I r ; A .. - \ ` 1 p . • ' , - _ "E'`v.i° .,,,, o ff• . , ` .. ; : ;` ::Q iii / L• . !y' ` ` I - I!'i 1 t • . _ \ \ '. "" L . . ' . \ t, , ., . gmU KOM 18IS 4 ow N' ' -: • ' • ® , . / iii IL NMIOita a151ei it 11 0 I 1 i lii i I •• TE IXD % A CONC P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 2954005 FAX 434- 295 -2103 04 ? O 0 m 4 a u O W0 u U cc A z w TH OF " I Alan G. Franklin LC. No. 35326 W W. NA L TH OF TAI Mark R Keller Celt. No. 0239 U E A R G ti SCALE: 1" = 50' ISSUED: 09 -01 -09 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: All rights reserved. No pert of the material protected by this copyright (glens, Ideas, designs, sections or detail expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permbsion from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first when etAwization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. I SHEET s /3d OF 62 9 1Y ' J LA V T NOTE a 1. THE FOLLOWING NOTES APPLY TO SHEETS 7 -11. 2. STREET TRAFFIC SIGNS SHALL FOLLOW THE MUTCD STANDARDS. 3. ALL BUILDINGS SHOWN ARE CONCEPTUAL AND FOR GRAPHIC REPRESENTATION ONLY. FINAL BUILDINGFOOTPRINTSHALLBEDETERMINEDWHENBUILDINGPERMITSAREAPPLIEDFORBYTHEBUILDER. THEMAXIMUMFOOTPRINTALLOWEDSHALLBECONFINEDTOTHEDESIGNATEDBUILDINGSETBACKS. 4. ALL TRAILS SHOWN ARE , PROR TOPNSTALLATION. PLANNING. BY THE DAYS 5. THE TRAILS MUST BE PAVED WITH "CRUSH RUN" MATERIAL AS DESCRIBED IN THE COUNTY'S DESIGNMANUALUNDERCLASSB, TYPE 2. THE TRAILS SHALL BE MAINTAINED BY THE HOMEOWNER'SASSOCIATION. 6. FOR ROAD SECTIONS AND LAYOUT SEE SHEETS 16 8 17. 7. DECKS AND PATIOS SHOWN ON INDIVIDUAL BUILDINGS ARE CONCEPTUAL IN NATURE. BUILDER SHALLDETERMINE, PRIOR TO BUILDING PERMIT APPLICATION, ACTUAL LOCATION. 8. ALL LOT SIZES SHOWN ARE APPROXIMATE AND WILL BE DETERMINED AND FINALIZED DURING IN THEFINALPLATSUBMISSION. 1 II1®TilVIUl LOT AND YARD RE LOT _ .____.. ____ ._ 1 _._. -- E UNITS .. -_ -_FRONTAGE min.) LOT SIZES s.f.) FRONT Primary SIDE Primary REAR Primary HEIGHT max.) i __. __ _._ IN LE- FAMILY 39.00 C3 37.83 36.00 551.35 Intl 40 ,41,44,45,48,49,123,124,143 - 146,149 & 150 43'3,500.5,100 16'6'15'30' is ,43,46,47,125,126,147 & 148 43'3,500,100 10'6'15'30' .__....... i __ __ _ __ DUPLEX __.._ E lots39,127,142 &151 „_____ __ _.__ __._ __ .__._._42'1 700 -2,700 30'6'15'30' i ._.._._.__ .______._._______..___ - -. ITOWNHOMES _ _- .___- _- .---- ____._.. 15 38,50 -73Ints 24 3,100 16'6'10'40' is 10- 14,75 -83 & 113 116 20' 1.800 18003,000 30'6'10'40' Ints 3 9, 85- 111,117122 & 128 141 16'1,400 -2,800 30'6'10'40' CONDOMINIUMS is 1,2 & 84 NA NA 15'NA NA 60' t 112 t 74 NA NA NA 15'NA NA 60' NA 15'NA NA 60' Footnotes and other notes:i 3 E 1. In the case of townhomes, where common walls are placed upon side property lines, the side yard setbacks shall be 0'. t.... . ____..- -2. All btnldu g and wall footuigs, as well as eave ovediangs, may encroach infix any setback providedit does notbreech any property line. accessory structures shall be excluded from all Lots except the single- faavly detached lots. A maxinwm footprint for accessory CURVE TABLE: CURVE LENGTH RADIUS C1 104.02 200.00 C2 61.26 39.00 C3 37.83 36.00 551.35 175.50 94.98 200.00 S°s DIAGONAL STRIPING, TYP. CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a O w F a Q' o ( A 0 A a w NTH OF D r r r Alan G. Franklin d Iic. No. 353 ° j Opts W ANA L _ V'I'II OF 'I r 7 Steven W. Edwards r' Cert No. 0931 F-+ Y U r ` d , P E AR Gti a O w x W Ati rights reserved. No part of the material Protected by this oopYripht (plans. ideas. designs, sections or details expressed on these plans) may be reproduced. changed ar utWzed in any form or by arty means, etectroniC or med anical, indudarg photocopying, scanning. or by arty other means of retrieval system vNtl out mitten permission from Terra Concepts, P.C. 1t Plans meY not be aesiprbd b e thhd party without first written authorizatlon of Tatra Corrcepta, P.C. O TERRA CONCEPT'S, P.C. SCALE: 1" = 20' ISSUED: OS -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10.24 -08, ACSA /COUNTY/VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS 5. 02-04 -10, LIGHTING /MISC. I u i - -- + + + + + + + + + SHEET ; s / TMP 32 -56A ^ FUTURE INTERPARCEL ` Y 59 /,/INTERCONNECTION - , / - 2 9rTMP32 -56 AN ACCESS EASEMENT Ii i 0 HE COUN OVIDED AT G0 TY'S REQUEST 30J3 i i \ ,N COMMON OPEN SPACE i i AVAILABLE TO ALL RESIDENTS WITHIN WILLOW GLEN) v / F 1 0 c ADm X /u Cj) W r c'An rn I Z 000 T =D I O 0) i I I I I I I I I i I II i I I I I I I i 1 I I i i Ix I I m 1"0 I I I i I m I X I m I m I I rl IZ M I I I I I I I I I i I 1 I I I i I FUTURE INTERPARCEL INTERCONNECTION - AN ACCESS EASEMENT WILL BE PROVIDED AT THE COUNTY'S REQUEST I SAFETY I I RAILING I I IS60 ° 22'27" E 88.59' 1233 a a . S ° O 0 4615 ,1 REtAININt + 88 I I DUICPSTEI + + + + + + + + + + + ; rF RTAI 13+ + - +-- + + + + S43o3 .1 T R, TY. ' + + + + - + 453•, i U + + + + E sE , ,+ + + + #1 + I + + F K P` — - 1- + + j• + + . + s, + Z BASEMENT +18 FLOOR SHOWN + +I °SHOWN + I = + II o I .. e ' + Z + + +f y/N + + + I ED LOT 84 N TYP., TYF'.L" o I + + + a , ( ° 20,675 SF Ln y/ I 67.5' TYP. 5' / / I + Ill f 5 I + I f Tip ,. + + + + + 0 10' 20' s o F 11 n 1 3 1400 TM P 32-49H NOTE: ASPHALT DRIVEWAY MAY BE SUBSTITUTED FOR SINGLE - FAMILY HOMES- SEE DETAIL: 13 11 4 Z + + + IT 85 z' - 4 + + + + + . L OT 86 , \ + + + LOT 87 .-- 1,501 SF \ ` OPEN s AICE s t o LOT 88 - \\ - - -+ + - _' O + + -}- \ / 1,500 SF \ ` + + + 2 Si 3 R5' 8 / / 500 SF + + + LOT 90 ri . R3' Z#1' o % ^ / 1,500 SF / / / r -- TT G APCESS }Wig. s ! / 3 a,. / OT 91 / / /a 1 F PC Or j / 2,438 SF 2e),S• + + + 16 WA 10+ 66.07. _C1 / O -/ FRiy + + + 11 RETAINING WALL + Ab O / ,438 SF OL9ZOT 1,500 94 1,500 SF \ h NOO + DJ + t + + UMPSTER PADF + // + j + /+ 4RETAWING / +, WALL + /+ + 48:x' ie Lot01TOT79 to r L OT 77 2, 062 L 75 2,742 SF CIVIL ENGINEERS LANDSCAPE ARCHITECTS 1 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 O w OZ-4a a A w 0i, t r, Alan G. Franklin Lic. No. 35826 W O~ s IONA L ffl op r Steven W. Edwards Cert No. 0931 F' d w SCALE: 1" = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS S. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material Protected by this cOPYrW WNW Ideas designs, sections or detais e on two Pte) may be reproduced, changed or utilized In any form or by any means, electronic or mechanical, including photocopying, scMing, or by arty other means of retrieval system without Wr tten p@m*sion from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without first wtitlen authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET l S 311 OF 62 sae ee.,. Ili.,,,ems..e e, • peel, • e,ao!s tee e e, 11 4 15A i -41 ;11 p CIVIL ENGINEERS LANDSCAPE ARCHITECTS 1 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 O w OZ-4a a A w 0i, t r, Alan G. Franklin Lic. No. 35826 W O~ s IONA L ffl op r Steven W. Edwards Cert No. 0931 F' d w SCALE: 1" = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS S. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material Protected by this cOPYrW WNW Ideas designs, sections or detais e on two Pte) may be reproduced, changed or utilized In any form or by any means, electronic or mechanical, including photocopying, scMing, or by arty other means of retrieval system without Wr tten p@m*sion from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without first wtitlen authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET l S 311 OF 62 1000, TMP 32-49 g + TMP 32C3 -40 `A ? , Ole h *+ + + + + TMP 32 -49H + + + +- + + + \+ + + o*DOCc +, + + + + ++ TMP 32C3-39 LOT 112 N + \ \ + + + 19,742 SF + + \ + + + 90, + + \\ + + + TMP 32C3 -38 f + + 4- -j- - + a- + -4- + - - \ \4 - + + + + / OHO 1 itI I 1 i I 1 00 D C M X 1 100, TMP 32C3 -D S 06 022'43" W 63.35' 0 10' 20' i 40'M ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w a bo o A a w e -OF I Alan G. Franklin Iic. No. 35326 W NA L _ NTH OF Dj Steven W. Fdwards c'' Ceit No. 0931 U E AR SCALE: I"= 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 - 00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS S. 02- 04 -10, LIGHTING /MISC. M rights reserved. No part of the material protected by this copyright ( plans, Ideas, designs. sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical. induding photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may root be assigned to a third party withwt feat written authorization of Terre Concepts, P.C. Q TERRA CONCEPTS, P.C. OF 62 ; TMP 32C3 -41 FA SHEET, ,S /11, Miin6MIM J1 / ' ' N + + ' ° -.' + ' + 'S 01 °22'51" Ed , D e 4 . D 'D a 4. Q.Q. 4 ' D - D .d d . Gb . . _ ! + + \ // LOT 48 /' / 1 u ' =)) u u L_jj D; a \ J / ! / 4,502 SF // // \ \ \ + + + 28.72 A L. j . : . . _0 I 11 < /' / + \+ + S 54 ° 20'56" E o lllll M I o' o' o' ao' I L . 1 \ 11111M. -4 HEATHROW GLEN CIRCLE e `'\ /' // + \ + + 27.41' Low li C ( 20,m I 13 i 00 (R2-1 SI NIT -CG -12 . D ° .. ° 1 I \ / / / `+ \+ + + + + ' I ?I / SINGLE FAMILY \ / SPEED T 1 TYPE 26 +__ ' C' D 11, • ,; . \ \ / / / DETACHED °. \\ + + \ MODIFIED / / HOUSE, TYP. /LIMIT- 25 CG- 90,TYP. N 3935874.32 a / + + C JMM01ff + NOTE: R2 -1) SIGN E 11497618.20 14V ° ' i + .' a + OPEN $PACE+ + s ASPHALT DRIVEWAY MAY LOT 47 11 "I, / + + 3 + 25 AC+ + + lopIfI rn BE SUBSTITUTED FOR Fn - ---,-- --- -- I Fn rn - - CG-12 C 4,502 SF ,, .'o SINGLE - FAMILY HOMES- SEE TYPE'C' n ` ` <. + _ + 2 + + Z& DETAIL: K Dpa. D ,6 .. D D , D4.. . 4 p _ - D ° -. ° D - v 6. 4 n e . .. ° . + + + 7 " ` 16' .- \ D / \s a 1 C -- Q _ JL RONT SE A , TYP' - - - d 1 tl I I I 11 I L I r m " ' TYP, _ i I III a + + + I, I D i, 4_4 I + D + , Q LOT 46 1 i s , 4 \ 4,502 SF \ + + + + + + / I 49' TYP. + + + + D \ ° \ owe + + + + + + + + S 09 0 48'22" E I --N + + + + \ \ 6 SIDEWLK + + + + / o + + + + ° . ' t, \\ + + t ngA + - "+ + + + + 42.40' ____`_ lLOT571LOT56LOT5ILOT54ILOT53ILOT52ILOT51ILOT50 + + + +Q \ \ \ + + + + + + + + + / LL 2,004 SF 3,044 SF c 3,044 S 2,004 SF 2,004 SF 2,004 SF 2,003 SF 2,955 SF +° o D \ \ i co I I I I I n + ° . .Is \ + + + +FOOtBRID& + + + / I - I I I + +o- + + \\ ° \ ; + + I I4 + + + + + + D \\ `+ + + + + + \ + + 30.10' I I I I ' + ± - . + + + + + + Q , ..P - N \ + + + + + + + + + 45.68' TOTAL rj r - I I I ' REAR TRACK, I I I ;+ - + + + + + + a \ 4,502 SF 5o + + + + + +% + +\ + I >' I I I i. i I . I I I 8 a + + + + + + + X8.2 \ + + + + + + I - - - - -= - - -- - - - - -- - - - -- - - - -- = - - - -- -I ITY aYP \ 15.58Q, + + T il + + D MODIFIED p \ 4 RETAINING WALL + ' + + CG- 9D,TYP. \ DEE RWOOD 11 - -' + - fi - tom 'mot T +D \ _ + + t}' + + + + d - yam + + + + + + + + + + + + + + + + + +o° + + + + + + + + 1 , _ _ - - ' _----- .. w.-_ + + + + + + + + UBDIVISION 1. U D +° + ° +} °. + + I + + a+ Q ° I \,. °.. + +. . D +. 'b + 4 D 4 .. -' L . + D D T . 0 d 4 . . ..° ° p D + ° + m + + + + + + + + D . jI Q . p l _- (. • -_ I + + + cM. ' + + \ + + + + d D - + D. a. + + + + + + + + + ° • t -, , D J 1 . r + + + + K _; a `.:_ - + + + I ' 91, BtNCH; + + + + + + + - + + + + a } + RAMF;€D + / r gS ` `` + + + £`- ` - + + s TYP. ° _)__ a yy D A EA, P. CONCRTf f z' 1j ° I / I 'A + + + + + + + + + + + + + + + + + + + + + + T + + .+ ° T 4 4 _ 42 + + + + + + + + ° + + ° a +I + . f ° I TYP / „ 52' TYP ' + + + - - _// d° +.. - ° . . LOT 44 I tai + + `',•:''+ ,'+ r + + + + ' I - E RAL E + + 4,502 SF 19 \ a + + +- +. ,.. + + + zz D e + + + Y": -- T " ` S +{ '' + \ + + + D A e • O I - I of Sa. 31 - r.." 5 Y. 5 3 3 ?'$r{ y + + + + + + + , d i I - i+ + + + + 'z _ + \ + + s TMP 32C3 -IQ CG- \ \CBU / - p TYP 'B' 6' SIDE SETBACK, TYP. I + + ' " " + 'F ' + + \ + + t9 11 COlpITINUt TtON +_ + + + + t + + N + + + + + - D + + + + + BdS / _ - - - - - - -{- -- 2 r .- "} y . - I- + + R17.5' + + + + s ESTOP+ 4 + + 4 + - + + OM WILfjOW + + + + + + + + + + + + + + + ° + •/ ,, 4 °. - - - -- -I + + \+ + + 0 \\ i- Ty e I I I + + + t }u + + + + + MMQI + + + + + + + + + + + + + + + + + + + + B + -I- + + + + + / 60' 'gyp" °Q 4s nkG r PEN PACE t + WO + 8i ° ` ' `" y- N 4 W,' a i{ r \ 1.4fC. R3 ° I a LOT 43 + + + r; r + + + + + + o '. pa + I 4,502 SF _ y ' _ t ors v Y D ° p a + ° + D +° + ' D .+ D • : + °+ ° ' f + + + i - + +; 4 + + + + + \+ + + I ° + D a ° D D d p 1 +. - . / J 4 / iA - ;{ k A ° 4D + a j . I + + fib- + + + + + + \ \+ + + CON$RETE}- + + + + + + + + d + + j .. + - - + + - + + + \ + + + S DEWA K, TY 1 + + + + 7 ° + 13" u \ + + +' \ L o 44 C e D d -D 4 D • ° D d 4 p _ ' 1 ' + + + Y l 4 + + + L +T + + + + + + \ \+ + + I D ° ° a D ° ° - D 4 n ` ` L 7ti_3f .A +rt. .x.2 ^F t C R, .,T6T LOT k ° ° I a + , x \ IL 4 s' + + + / LOT 42 + + + + - r + + - + + + + + + + + ,--p 4,502 SF + + + + -_ -- + + + + + + + + \\ + + + ' 0 I I A 1 R E CIS, I I o / N i I I i I I + + ° + + , + + + + + + ---- + + + + + + + + + + + t I I I . I - + + + + + 4 ` ` + + + + ' L + +` -}- C t S..Y -I _ + -I - + + + + + + \ \ * * + - AEE /r7 . . _.. . I I I I rn a \ + + + + + + + + +\ + + + 6I. p I 149' TYP. Ito ' + D + + + + + / \ LOT 19 I LOT 20 a- LOT 21 I LOT 22 I LOT 23 I LOT 24 I LOT 2 I LOT 26 > ° a D /I / _ , / 111!11/ 2,004 SF I 3,047 SF 3,044 SF I 2,004 SF I 2,004 SF i 2,004 SF 1 2,003 SF I 2,955 SF a + , Q + - / / ` / + / / / / /l i + - - 1 - + M /I / / /ll / / / / /1 /J / / /// -P S + + a / I / \ \ \ + + + /JIIJJJJ / /rfl1/ t T iiiiiiii 111 /l1 /11 + + + + + + + + + + + DD \ I / + + + i lllllllllllllll! -, + + + - 4 i / L02sF 1 R332s+ + + + ._ - - + -+ + + + + + + + + + + + 4 g l7lj e, , . _ 16 FRON ET ACIE TYP. _ _ , a / D C -M- - -- - - - - - - - -- - - - -- - - - _ _ d2• ° / / + + +- }- +: -}= -f- -}= + -# + + + + + + + + + + + + + + t fi - _. \\ 11 + + / d ! a TYPr 2 _ + + + I I L [ 4 ,--" M "I - - -0 _ _ -,ccv INTX R25 \ \ \ / " + + + + + + + + + ** TYPE CI a ° / \ + + + . +-- + + -}- :- 1- + -1- ,- #- + -I- + + + + + + + + +j ) ( L u u u I _ :. 2 ..' qN, N 3935542.49 l / \ S fl LIMIT- 5` pt1'r E 11497568.90 OP \; , >,.. s. - % E Z LOT 40 - r _ - -> y.S Z a R2 SIGN 5 035 SF s.. _ ' o J' L t > , l R1- /A. Ct3-12 1_ + r _ y - . ,_7 ..v .:.1 k ,. .TYPE C- \ + + + = .. , + .. . _ -#- - -1- +. _ + #- .:. _. - + + +o- HEAT ROW %EN CIRCLE _ / . a x.,ko 1 - t 4 T I6 \SPEEQ C ., u ,E t ;.s_ ,r. + IN3935557.fi7 i z -v: I.... ,F -. r - _ s - + - _ + + + + + mot;: < , y r . aJ. -=b :. n ,' 25 -r ' ,F . tT' -G'F -.. le n . -`F.' - y_ - - __ _ SPEED \ / /F + + :: _ _.: - - *. + + + +h - .. y 5 Lt / + + _ e ° 4 - X \\,/ /r FOOT RIDG* 11111 7 Ala .f + + + + + i I " + + + + + + + + BRIDGE; + + + + + I . ,, < a Z . i ". . Foo TYP. F, " ,_ 41 1 1 "' ' L \ \ I - L . \ ls &e ETB CK, TYP. -- - w 1 ( ` - - -- - - -- -- 16 FRONT CK, TYP. _ _- y: ----. \ 1 + \ \ + e + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1- - - -- ., , a. % a I - + LOT \ \.;_ - \ I 1 149 TYP. °, + + \ LOT , + + + + + + + + + + + + + + + + + + + + + + + + + + + d' + + + + 39B \ \ + + + + + + + + + + + + + + + + + + + -+' '' ' + + + + \ x r a 39A 2,324 SF \ \ + + + +s AFEt1l' RAt FiNG Z LI, , N I + + , , 2,654 SF \ \ l + + + + + + + + + + + + + + + + + + + + + j+ + + + + + ' ,,ti LOT 31 1 LOT 32 a F .y -i + + + a LOT 33 1 LOT 34 1 LOT 35 1 LOT 36 1 T 37 1 LOT 38 \ + + + + + + + + + + + + + + + 12 + + + + + - , ' ? oG + + + 1,872 SF 2,847 SF 2,843 SF 1,872 SF 1,872 SF 1,872 SF 1,872 SF 1 2,916 SF I + + Z Q . / , \ + + + + O, O Z 3 I& + + + + + + + + + + + ;,+ + + + + + + + + + + + + + + + $ o'er + + OD I- I I + + , -A x + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +SEE +GUA DRAT -+ + + + + + + + + r - \ + + + + + + + + + + - + + + + + + I ' I I + + . + OTHIR SIDD FOR / \ I I I Al 4 . I • - I ' I ' I •• I I + + + + + ° o ° + dETAIL + + + + + + + + (,+ + + - , + + + + + + + + + + + + + + I d - - 1 - 10' REA ETBAC P. L - I I + + + + + \ + ` + + + + RET I ALL• + + + + + + - + + L + + + + + + + + + + + + +AA ING E -}- J I - -- -- - -- - -- S ETYRAI I G M_J I + 4( ) + - 1 , 6C + I + Z o 7 rl -4r _T - - --r F - = I A .. I - - . \ . , '+' _.' ! '..0 SI SEMAST +F f TYP+ + +I TRAIL +ON F' + + OPACtOgm I S _ AW K, P -to PEFt \M ER + o , l +132- e 1 V\I1 W RETAINING WALL; TYP. TMP 32 -56 COMMON OPEN SPACE AVAILABLE TO ALL RESIDENTS WITHIN WILLOW GLEN) E _ D DAJLXJLX CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 - 295 -2103 a 0 w a 4 T44 4 4 W JM 4 4 OJI w W WoAuv H 00.4 MIIIIIIIIIIIIIIII 00 se IN* 104 A0 x z w ALTH OF r. Alan G. Franklin 0 Iic. No. W26 w O W. asst c~ANA L _ TH OF - U y Steven W. Edwards r Celt No. 0931 F" IV Cj W' d P G tiPREA _ SCALE: 1" = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. AM riphta reserved. No pert of the materiel Protac W by this oopyrW (Plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized M any 10rrrr or by any means, electronic or mechanical, inck dkrp. ptwlocopying, scanning, or by any other means of reb level system without written peffrosion from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without W written autlorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEETS S / OF 62 i 0 223 74' - X X \ x X X •7 61 X X X X X X XX X X X X X X X x , IMF ER SE BACK X X X X X- X- 20 PE X X X X °S \ X x X 024 X x X X X X X X x 3 x X X x x X X X X x X x X X X x X x X X X x X X x X x 3'ER 244 x x X X X X" X X X X X X x X X X X X X X X x RSACk E11498000Xx C X X X X X x X X X x X x X X x x x X X X x x x X X X X X x X X X x x X X X X X X X X • X x X X X X X X X X x '< X X \ X X x X X X X X x X x X 10' REAR SETBACK rVO v o D 9 ° v v X X X X X X x X x X X X X X x r - - - - -' - -- - - - - -- - - - - -- X X X X 26.06 X X X X '` X X X X X I I X X X / X X x X X X X x X x X X x x X X x X X x X i I I I X X x X X X X x x S58 0 21'07 "W // X x X X X X X X x X X X X X X X X X x l 11.42' LOT 113 LOT 114 LOT 115 LOT 116 1 X X X x /cOMMA x X X X x X / X x x X X x X 11 I Y EXX OPEN SPA X X X ` x X X X X X X X X X X X X X m l 2,745 SF 1,830 SF 1,830 SF 2,745 SF I m X X X S't x •• xX x X X x x `' x x X X x 1 N I I 1 I W l x X X X 0l i i I I o ! x x pXAREAISDIGI /X X rATE X X X X / X X X FC RTl1RNAROUNDA D X X ml Im X X 6 /i x x X x SHALL BE 4RKED OR x X X t° I I ° X `// / X SIGNED' AS PARKIN " NO x I- - - l - -° -! - - - - - - X S \ D /XX X X X X X X C'IJW96 X X X X X X 30' FRO T SETT ,K, TYP., i. -° - ° - ° \ Za / 0 X X X X 'NMRCED - T X X D 1 I 1 x 2, OXXx X X I s I I , 'X X X x x X X X X x v M x . D dZg Z X X X X X X X D 1 i X X a X X X x X x X X X X X X 41P/ P tKIIVG/SIDEWALK X X ? X 'c X X €ASEMEN*; TYF_3 +00 ' O GRADING /ACCESS x X X X X X X X X X i I I iNTX EASEMENT; TYP. X X XX X X X x ¢yMPLHOOUT $ s? N 8510515.2f1 X X x X x E 8675079.624 i x X x X x X p :.. 17\; OX x X X X ti X x x x X x — L ,32 NOTE: x / \ \ 5 g ASPHALT DRIVEWAY MAY BE X X x X X 9 1, SUBSTITUTED FOR SINGLE - FAMILY X X X X X X , t HOMES- SEE DETAIL: K X X X X X X x x X DUWPST;ER 0 9 n 9 j \ 1 SS O ° 13XX X X X X X 't I X X X X X - aX X X X X X X X %, oX X X 23. _ I 30' ON SET K, P. y I - - = A_ X X x X CON E ,-- - X X X / X SIDE ALK, TYP. X - - X X X X X X ' C X )(/ x X ( L x X X X X , X X 13 X X / !SHOELOTLOTLOTOT00 SV . // O t x x x X x X X vX nc x x X X X x a l 11 12 A / 00,cP X x X x X i 1 I I I O , , X X X x Q X X X x X X x X I 194 SF 1,41 g F 14 ' 6S F 1,41 S F 1,416 SF 1,740 SF 1 2 pE SE / • O, x X X X X X X X 17 i x X X X X X x X X X X o X x x X X X X x x X v) \ 13 X X / X X x X X WLA?NING X X X io I \ 'L, iX < X x : > , TMP 32 -50 X X x X X X X x x X x X x x I 10' REA SETBACK TYP.X x x x x X x X X 7' X L - -- X x X GRADING, POND AND X PIPING BY OTHERS.E X X 15' REAR SETBACK, TYP. X X X X X x X 15' REAR SETBACK, TYP.X _ X X X X X X i x X XI r --- - - - - - t f - - - - - -- i t 26'TYP. X X X X X X x ' i I I I t 1 1 I ., I 1 1 v R` 1v X X X X X X I I 26' TYP. ti Q om' '` x X '` X I I I LA I -I CO) LOT LOT Y \ 1 gIXXX x X x I I v m I m Q 9 = 5 / X x I I i l m a l l I I I I m i 127A 1127B m k x x x X x x x ( LOT 123 I I w LOT 124 I I LOT 125 j t I I LOT 126 I D I 1 ''\ O2,003 SF 1,835 SF w 1 L X X X X X 1 I 4,005 SF I w 4,005 SF I n 4,054 SF I a 4,005 SF 0 1 \ NN! / PUBLIC STREET CONNECTION BETWEEN ZMA X X 1 2007-0001 HOLLYMEAD TOWN CENTER A -2 ANDco X I I I I I ZMA 2006-0019, WILLOW GLEN TO BE MADE IN X ' X X X X 1 ( ( I I 29 P. 30' FRO 4 EYBACK, TYP. : \ %( CONJUNCTION WITH FINAL SITE PLAN APPROVAL. X X x X I I ( I ` I _ - -__- __ _____ __ 'p- SP x \\ THE LOCATION OF THIS INTERCONNECTION MAY x I I I I I - I -BE ALTERED WITH PERMISSION OF THE X X X X X X I L - - - I - - - - - -I I _ - - - - - - S p MMC3N X DIRECTOR OF PLANNING SHOULD A MORE X tr- X X 8 , X 16 FRONTS TBACK,TY XOP \ X x D STOP Rs / ' X SPACE X ' REVIEW OF SITE DEVELOPMENT N DURING EVE OPMENT PLAN S SIGN X X X \X ` X X o , LRATS OF _ - 'A X A .. W p — ...- - -- TYPE'CI INTK V 9 STA 15 +88.04 _ - N 8510313.484 16.4,W \ 17+pp13 +00 14+00 15+00 _D -F--- E 8674949:587 -. \ SPEED LIMIT- 2 CG 12 _ _ -: ( - slcrl c 1 82.6SHANNONGLENCOURTeu>PER ' \...TYPE C VDOT STD F .9041.65' BILOCKS TYP. 13CG-6, TYP. # 25 m h -C pJ v. 'p 9 _ A - p D p c ( v ° v ° D D n a D a pav c v n vv° °. ` a ra ri t r p 9 D f ° ° ° N i... p ' X o 11497683.5gtiDgy , ' X \ 9 r• ° TYP. 4,. Y P.D ao' 0. X X \ 16' RONT SET ACK, TYP. ( I 16 F ONTD SETBACK, TYP. I t F i I I I I ( I 29' TYP. 1' I I I t I i I I D I I I I I I I 30' FRON BACK TYP. X X X I i —_ - P CG-12 I I I I m TYPE c / X a Y I I I I vl Im i i a OT 150 j l a j a LOT 149 1 N 1 OT 148 n l LOT 147 1 1 LOT 146 I I I LOT 145 1 1 m l LOT 144 I t I LOT 143 1 1 I o t LOT I LOT 1 I 4,005 SF I 1 I 4,005 SF I I I - 4,005 SF 4,005 SF 1 I 4,005 SF I I I 4,005 SF I I co, 4,005 Sr I ( i 4,005 SF I LOT i LOT mCODIIiIwlI142A142B X x o a1I,, l G151B151Ao2 X I 6' TYP. ( I i ( I I' I ( w 2,002 SF 2,002 SF X X X 2,002 SF 2,003 SF I I I I I I I ?o I I I n X °.. i 26' TYP. I t° m 1 I ( I ( I w I I zo x — I I I I I I I I D Di I D t I I I I I 1 xI--- - - - -- I / 1---- - - - -- I 1---- - - - --J — — \ p, 15' REAR SE BACK, TYP.15' REAR SETBACK, TYP. 15' REAR SETBACK, TYP. ' C X X X X X X / Y X X - - -- / X - X ' X X - -x - — X ,a - X ' —>!- - -- X - -- X -x - - X —-+ - X 4313'' X - X x - _ - -R X X X X X X X X X X OMMON X GRADING /S /ACCE S X X x x x X X X X X X X OP Sf?AC X EAMENT;P. ' X X X - X X__ -, _ X_ X __ X X - - X - X X X X X X X X X X X X X X X X X X X X X A. X x x x X K X X X X - -- -- -_.... - -St' X )( X X X X X X X X x X X X X X X X X X ` = 15' PERIMETE SXX _ E(BACIC X X X X X X X X X / X X - X X X X X X x X x X X X X X x X X X ,, X RETAINING X X X x X x X X x X X X X x X X X X X i- WAL N 14 046 ' 1 7 X x X - " 1'50" W 619.87' TMP 32 -56 E11497500 19.13 N 11 0 0 TMP 32-46 / / v / / v / 0'. a. J / 4 2111 AZ 40 o / v Al / y 9 - , vv / O AZ y J .V y u SIGN I V v ° e 0 fly 20 4 80' 13-RA CONCEPTS, P.C. I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 a 0 w a C) s A U A 0 Q z w TH O4r Alan G. Franklin lic. No. 35326 W o w, zpIOXA L OF v Steven W. Edwards r Cent No. 0931 V P E A R Gti SCALE: 1" = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the malarial protected by this copyright (Plana, ideas, designs, sections or details expressed on these plant) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plant may not be assigned to a third Party wRhad brat written autirorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET 3//, OF 62 EXPANSION JOINT EQUAL TO WIDTH OF SIDEWALK' TYP. Z 0- W, LIJ I 2" SMOOTH TROWELED EDGE;CONTRACTION JOINT OPTIONAL CURBING SCORED BROOM FINISH; TYP. 17 PLAN PERPENDICULAR TO DIRECTION OF TRAVEL 1 Y4" DEEP CONTRACTION /SCORE X2" EXPANSION JOINT W/ Y" RECESSEDJOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR - ENTRAINED X%_ - x X•- v WWF 6" X 6" WIA X WIA W/ 2" MIN. COVER B CAOMPACTED VDOT #21A STONE 95% COMPACTED SUBGRADE SECTION 12 / PLAN, SECTION LaU ItW3 8' -9 (SEE PLANS TO VERIFY) IMPROVEME AREA APPLY SMALL DIRT BERM -' ALONG EDGE OF DOWNHILL SIDE (8" -12" MAX.HEIGHT) V DITCH TO DRAIN TO DOWNSLOPE UNDERDRAIN - NATIVE ROCK TO BE APPLIED IN LIEU OF RIP RAP - AS NEEDED P-019 N.T.S. NOTES: 1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER. 2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN CRIB - LADDER STYLE. 12 / DETAIL S -006 N.T.S. MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368 -2573 SUPPLIER: MID - ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544 -7529 SERIES: IRONSITES MODEL: 5-35 (ROUND 24 GAL WITH TRASH OPENING IN LID COVER -ASH TRAY OPTION (S- 35 -S1) COLOR: BLACK MOUNTING: SURFACE- CONCRETE PAD TO BE POURED BY OTHERS (2000 PSI MAX.) ANCHOR BOLTS PROVIDED AND INSTALLED BY CONTRACTOR 12 DETAIL S -053 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 THETRUNCATEDDOMEDETECTABLEWARNINGMAYBEUSEDWITHTHEAPPROVALOFTHEENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE ORPRECASTINTOPSURFACETHECOLOROFTHEDETECTABLEWARNINGSECTIONSHALLBEACONTRASTINGCOLORWITHTHEADJACENTSURFACES (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 JOINTWITHREQUIREDBARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACEAFTERPLACEMENTOFPRECASTRAMPFLOOR. 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 1X1 ". 6. CURBICURB 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 DIRECTEDBYTHEENGINEER, 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 ELEMENTSOFAFACILITYTHATCANBEAPPROACHED, 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 CROSSWALKANDTHATTHESLOPEATTHECONNECTIONOFTHECURBOPENINGISPERPENDICULARTOTHECURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVYTRUCKTRAFFICTHECONCRETESIDEWALKDEPTHSHOULDBEINCREASEDTO7'. PERMISSIBLE A CONSTRUCTION # 5 DOWELS, 8" LONG JOINT 4' - 0" 12 C C & N 4' v TANGENT PLAN 5' M1 a' S MI 8 , Z :1 1 10:e.t9 PATH r, MAX B SEE DETAIL: 12 OTHERWISE, z NATIVE AREA OUTSIDE OF SOIL TO BE w COMPACTED BY 48: 1 MA FOOT TRAFFIC ONLY c TRUNCATED DOMES O 6' N CLEAR APPLY SMALL DIRT BERM -' ALONG EDGE OF DOWNHILL SIDE (8" -12" MAX.HEIGHT) V DITCH TO DRAIN TO DOWNSLOPE UNDERDRAIN - NATIVE ROCK TO BE APPLIED IN LIEU OF RIP RAP - AS NEEDED P-019 N.T.S. NOTES: 1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER. 2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN CRIB - LADDER STYLE. 12 / DETAIL S -006 N.T.S. MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368 -2573 SUPPLIER: MID - ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544 -7529 SERIES: IRONSITES MODEL: 5-35 (ROUND 24 GAL WITH TRASH OPENING IN LID COVER -ASH TRAY OPTION (S- 35 -S1) COLOR: BLACK MOUNTING: SURFACE- CONCRETE PAD TO BE POURED BY OTHERS (2000 PSI MAX.) ANCHOR BOLTS PROVIDED AND INSTALLED BY CONTRACTOR 12 DETAIL S -053 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 THETRUNCATEDDOMEDETECTABLEWARNINGMAYBEUSEDWITHTHEAPPROVALOFTHEENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE ORPRECASTINTOPSURFACETHECOLOROFTHEDETECTABLEWARNINGSECTIONSHALLBEACONTRASTINGCOLORWITHTHEADJACENTSURFACES (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 JOINTWITHREQUIREDBARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACEAFTERPLACEMENTOFPRECASTRAMPFLOOR. 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 1X1 ". 6. CURBICURB 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 DIRECTEDBYTHEENGINEER, 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 ELEMENTSOFAFACILITYTHATCANBEAPPROACHED, 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 CROSSWALKANDTHATTHESLOPEATTHECONNECTIONOFTHECURBOPENINGISPERPENDICULARTOTHECURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVYTRUCKTRAFFICTHECONCRETESIDEWALKDEPTHSHOULDBEINCREASEDTO7'. PERMISSIBLE A CONSTRUCTION # 5 DOWELS, 8" LONG JOINT 4' - 0" 12 C C & N 4' v TANGENT PLAN 5' M1 a' S MI 8 , Z :1 1 10:e.t9 1 MAX B A 4' SQUARE LANDING ALTERATIONS B 0 0 C. 0 3,3 O 0 0 AREA OUTSIDE OF O O O O C. O O O O p O O p TRAVELWAY SHALL 48: 1 MA 28 c TRUNCATED DOMES BE PROVIDED WITHIN E EKED i =, N A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY A y a Y CROSSWALK AREA C SC t: PERPENDICULAR CROSSWALK n n 0 p 0 O 0 p o 0 0 f p 0 p p 0 3 a G 0 0 0 0 0 0 0 p 0 0 0 0 0 0 C' 0 i` ' ) Q (' 1 f CROSSWALK AREA. s o^4' 0"U BACK OF CURB 20.1 12.1 MAX'48.1 MAX.Q: C KU UCROSSWALK WITHIN CROSSWALK CROSSWALK TYPICRLPLAIMENT SECTION A -A p n DIAGONAL VARIATION AT INTERSECTION 2' MIN.TYPICAL PLACEMENT WITHIN CROSSWALK PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) COOITRUCTION WITHIN CROSSWALK DIAGONAL VARIATION TYPE A (PERPENDICULAR) APPLICATION 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 RUNCATED DOME Q 0 0 0 0 o0 000.06 O O O ii 0 0 0 f:i O G' 0 0 0 0 C -C p ec o pflpp .:Jpoor;o c O O 'D o O O N O O C O G L' G O O 0 0 0 0 0 O o p 0 o Q O () 0 0 p p 0 0 0 DIA. k DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGM DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE B TYPE A (PERPENDICULAR) APPLICATION 2 DETAIL P -027 N.T.S. 4" - COMPACTED CRUSHER RUN COMPACTED SUBGRADE F TRAIL. SECTION N.T.S. MANUFACTURER: JERITH MANUFACTURING CO. SALES REPRESENTATIVE: VIRGINIA RAILING AND GATES LARRY WARE (804) 798 -8777 PRODUCT: MODEL #: FE009 (4' GATE WHERE REQUIRED) HEIGHT: 48" HT (OR EQUAL) COLOR: BLACK NOTE: INSTALLATION BY VIRGINIA RAILING AND GATES ON A PER DAY BASIS I SAFETY RAILING 12 DETAIL s -058 N.T.S. STEEL C1010, 20' lengths Steel mouldings are hat - rolled carbon steel. C 1010. Fittings are cast in malleable iron, making them weldable and bendable. 1 •' 4429 ir;e 3 with T" channel 4429 . See i .401bl IL MANUFACTURER: JULIUSBLUM 800) 526-6293 (OR EQUAL) POST SET EVERY 4' O.C. END TREATMENT: 'N' OR'S' 12j DETAIL So50 N.T.S. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A4 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 JOINTWITHREQUIREDBARS. 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 1X1". 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 ELEMENTSOFAFACILITYTHATCANBEAPPROACHED, ENTERED AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALKANDTHATTHESLOPEATTHECONNECTIONOFTHECURBOPENINGISPERPENDICULARTOTHECURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVYTRUCKTRAFFICTHECONCRETESIDEWALKDEPTHSHOULDBEINCREASEDTOT. Z - PERMISSIBLE CONSTRUCTION JOINT 5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C CONSTRUCTION 5' IN. JOINT SECTION B-B 2:1 z d 12:7 MAX 1 Li 12:1 A TRUNCATED DOMES SHAPE TO MATCH FACE OF ROADWAY CURB 0 0 C. 0 3,3 O 0 0 BACK OF CURB 48:1 MAX. 20:1 O O O O C. O O O O p O O p 5' MIN 48: 1 MA 28 c 12: 2' MIN. SECTION A A U = t N A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY y a F WALK SHALL BE PROVIDED FORCROWPERPENDICULARCROSSWALK n n 0 p 0 O 0 p o 0 0 f p 0 p p 0 WITHIN THE MARKED CROSSWALK G 0 0 0 0 0 0 0 p 0 0 0 0 0 0 C' 0 i` ' ) Q (' 1 f CROSSWALK AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 2) C-C TRUNCATED DOME DIA. DIA. 0 .) J !J u fj 0 O TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGMiA DEPARTMENT of TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION DETAIL P -028 N.T.S. MANUFACTURER: GNR TECHNOLOGIES JOHN CUNNINGHAM (800) 641 -4143 SUPPLIER: COMMERCIAL POWER SWEEPING KARL STAUTY(757) 238 -2575 MODEL: PARK -IT PARKING CURB LENGTH: 6' COLOR: BLACK (WITH Y ELLOW MARKINGS) MOUNTING: IN- GROUND 1/2 -INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR G _ PARK -IT WHEELSTOP 12 j DETAIL METAL BENCH MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368 -2573 SUPPLIER: MID - ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544 -7529 SERIES: STEELSITES MODEL: RS -28 COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S -056 N.T.S. DETAIL MANUFACTURER: GAMETIME SPRINGHILL SQUARE 5-054 N.T.S. SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 MODEL: SPRINGHILL SQUARE 11781) AGE GROUP: 5 -12 COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES SAFETY SURFACING: SEE DETAIL H 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 12 j DETAIL S-061 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 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 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER '1X1". 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. S. 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' THICKHICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED To 7". DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC CG 2TDMAYBESUBJECTTOCHANGEASDEEMED NECESSARY BY THE DEPARTMENT 2'-0" 5' 0 A , BACK OF CU 12:1 48: 1 MAX.R 5' 4IN PERMISSIBLE CONST. 48 JOINT ` 2 MIN. 11 SECTION A -A A - E - 1 TRUNCATED DOMES TANGENT PLAN 5' MIN 2' MI N AT , 2" HIGHER THAN g EDGE OF PAVEMENT 5 AT -, SAME AS TOP OF CURB v = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE J UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS 1' AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES ARE AS NOTED. TYPICAL PLACEMENT THIS COMBINED (PARALLEL 8 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDESWITHBUFFERSTRIPWITH60"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. 2 %" C-C TRUNCATED DOME O O 0 0 O 0 0 0 2CC 0 0 0 0 0 0 0 0 0 0 0 0 0 Ye 0 :) U O O 0 0 0 0 0 0 0 0 0 r) n N 0 o 0 o 0 0 o p n o 0 O C 0 0 0 0 0 0 0 0 0 0 C. ..0 0 0 0 O 0 O ; (J O :.i o 0 0 0 p 0 c 0 0 0 0 0 0 0 0 0 0 0 Ak DIA. DIA. VARIABLE TRUNCATED DOME I 4'MINIMUM. -------- DETAIL 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 1 V DETAIL P -029 N.T.S. SECT -"^ TT/f1 OI 2.E 2.5 H POST & WIRE FENCING 12.5 GUAGE, HIGH- TENSILE, SMOOTH WIRE. WRAP & SECURE WIRE TO EACH POST. PULL WIRE TIGHT BETWEEN POST; TYP. 5'T STEEL GLAV. POST SUBGRADE DOUBLE ROW MAYBE OMITTED- SEE PLANS O e- r r PLAN 1 1/ PLAN, ELEVATION 5-052 N.T.S. MANUFACTURER.- GAMETIME JOHN CUNNINGHAM (800) 235 -2440 SUPPLIER: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235 -2440, EXT. 151 MODEL: 28009 LENGTH: 6' COLOR: BROWN WITH BEIGE POST MOUNTING: IN- GROUND NOTE: CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS OR BE AN APPROVED INSTALLER CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 1 DETAIL p PLAY EQUIPMENT S -055 N.T.S. MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 MODEL: PLAY PLAZA 11778) COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES AGE GROUP: 2 -5 SAFETY SURFACING: SEE DETAIL rff " 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 12,/ DETAIL S -062 N.T.S. T RRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS I224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1PH. 434 - 295 -4005 FAX 434- 295 -2103 KEY 0 0 C. 0 3,3 O 0 0 O O O O C. O O O O p O O p gam *2 C-C 00e0000a 0cp00<:0 o' 0 0 0 0 0 C, 0 0 0 0 1C O (, O O. 0 0 0 0 0 0 0 0 U G C g p O N 0 0 0 0 0 C, 0 0 0 C? 0 0 0 0 0 0 p 0 O 0 p o 0 0 f p 0 p p 0 G 0 0 0 0 0 0 0 p 0 0 0 0 0 0 C' 0 i` ' ) Q (' 1 f DIA. DIA. 0 .) J !J u fj 0 O TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGMiA DEPARTMENT of TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION DETAIL P -028 N.T.S. MANUFACTURER: GNR TECHNOLOGIES JOHN CUNNINGHAM (800) 641 -4143 SUPPLIER: COMMERCIAL POWER SWEEPING KARL STAUTY(757) 238 -2575 MODEL: PARK -IT PARKING CURB LENGTH: 6' COLOR: BLACK (WITH Y ELLOW MARKINGS) MOUNTING: IN- GROUND 1/2 -INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR G _ PARK -IT WHEELSTOP 12 j DETAIL METAL BENCH MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368 -2573 SUPPLIER: MID - ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544 -7529 SERIES: STEELSITES MODEL: RS -28 COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S -056 N.T.S. DETAIL MANUFACTURER: GAMETIME SPRINGHILL SQUARE 5-054 N.T.S. SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 MODEL: SPRINGHILL SQUARE 11781) AGE GROUP: 5 -12 COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES SAFETY SURFACING: SEE DETAIL H 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 12 j DETAIL S-061 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 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 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER '1X1". 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. S. 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' THICKHICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED To 7". DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC CG 2TDMAYBESUBJECTTOCHANGEASDEEMED NECESSARY BY THE DEPARTMENT 2'-0" 5' 0 A , BACK OF CU 12:1 48: 1 MAX.R 5' 4IN PERMISSIBLE CONST. 48 JOINT ` 2 MIN. 11 SECTION A -A A - E - 1 TRUNCATED DOMES TANGENT PLAN 5' MIN 2' MI N AT , 2" HIGHER THAN g EDGE OF PAVEMENT 5 AT -, SAME AS TOP OF CURB v = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE J UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS 1' AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES ARE AS NOTED. TYPICAL PLACEMENT THIS COMBINED (PARALLEL 8 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDESWITHBUFFERSTRIPWITH60"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. 2 %" C-C TRUNCATED DOME O O 0 0 O 0 0 0 2CC 0 0 0 0 0 0 0 0 0 0 0 0 0 Ye 0 :) U O O 0 0 0 0 0 0 0 0 0 r) n N 0 o 0 o 0 0 o p n o 0 O C 0 0 0 0 0 0 0 0 0 0 C. ..0 0 0 0 O 0 O ; (J O :.i o 0 0 0 p 0 c 0 0 0 0 0 0 0 0 0 0 0 Ak DIA. DIA. VARIABLE TRUNCATED DOME I 4'MINIMUM. -------- DETAIL 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 1 V DETAIL P -029 N.T.S. SECT -"^ TT/f1 OI 2.E 2.5 H POST & WIRE FENCING 12.5 GUAGE, HIGH- TENSILE, SMOOTH WIRE. WRAP & SECURE WIRE TO EACH POST. PULL WIRE TIGHT BETWEEN POST; TYP. 5'T STEEL GLAV. POST SUBGRADE DOUBLE ROW MAYBE OMITTED- SEE PLANS O e- r r PLAN 1 1/ PLAN, ELEVATION 5-052 N.T.S. MANUFACTURER.- GAMETIME JOHN CUNNINGHAM (800) 235 -2440 SUPPLIER: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235 -2440, EXT. 151 MODEL: 28009 LENGTH: 6' COLOR: BROWN WITH BEIGE POST MOUNTING: IN- GROUND NOTE: CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS OR BE AN APPROVED INSTALLER CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 1 DETAIL p PLAY EQUIPMENT S -055 N.T.S. MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 MODEL: PLAY PLAZA 11778) COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES AGE GROUP: 2 -5 SAFETY SURFACING: SEE DETAIL rff " 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 12,/ DETAIL S -062 N.T.S. T RRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS I224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1PH. 434 - 295 -4005 FAX 434- 295 -2103 KEY O w UQ z a a H z oLs W E Ado r4 r: M4 A W A O a w H OF " r Alan G. Franklin Lic. No. 35326 W O w, l ksaiDIVAL TH Orb 2' Steven W. Edwards t"" Celt. No. 0931 y U SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMEI ITS AN rights reserved. No part of the material protected by this copyright (Plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including Photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party wlttwut first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET SI3o OF 62 EXISTING CONDITIONS 5' MIN. FULL BENCH OPTION #1 FULL BENCH OPTION #2 rr• o' O w UQ z a a H z oLs W E Ador4 r: M4 A W A O a w H OF " r Alan G. Franklin Lic. No. 35326 W O w, l ksaiDIVAL TH Orb 2' Steven W. Edwards t"" Celt. No. 0931 y U SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMEI ITS AN rights reserved. No part of the material protected by this copyright (Plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including Photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party wlttwut first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET SI3o OF 62 EXISTING CONDITIONS 5' MIN. FULL BENCH OPTION #1 FULL BENCH OPTION #2 NOTE: BASKETBALL RIM AND POST ASSEMBLY MAY BE EITHER STATIONARY ADJUSTABLE WITH NYLON NETTING AND i A ACRYLIC BACKBOARD Ilk RIM HT = 10' SUPPLIER: IF STATIONARY) SPORTS UNLIMITED 12' (800) 693.5368 le MODEL: CHALLENGER SELECT LANE SPACE MARKS = (WITH 30" SAFETY SETBACK) 2" WIDE BY 8" DEEP; (OR EQUAL) 09 , TYP. 14" SPACINGS 16" SOLID LINES NEUTRAL ZONE MARKS = 12" WIDE BY 8" DEEP; TYR o \ 6'R 15' NOTE: STRIPING SHOULD BE VERIFIED BY CONTRACTOR WITH STANARD COURT LAYOUT BEFORE INSTALLATION THIS DETAIL IS ONLY FOR THE PURPOSES OF SATISFYING THE AL13EMARLE COUNTY RECREATIONAL REQUIREMENT. B \ SPRING RIDER MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 MODEL: HORSE (#279) WITH COIL SPRING 4885) - OWNER MAY CHANGE RIDER TYPE PRIOR TO ORDERING- CONFIRM PRIOR TO ORDERING COLOR: STANDARD SAFETY SURFACING: SEE DETAIL H 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 13 DETAIL STEEL TIE S 30'SUBGRADE N.T.S. PILIN TIMBERG 18"EQ.EQ. 1"X 4"X 5 1/2" P.T. SOUTHERN YELLOW PINE FILTER V SHELF FABRIC POST CAP (CUT DOWN TO FIT POST TOP) PLANTING SOIL MIX (AS SPECIFIED) ROW SPACING UNLESS ROD WITHOUT OVERLAP. ATTACH TO POST OTHERWISE W/ (4) 6d GALV. TWIST NAILS NOTES: NOTED) 1. A 5' MIN. SHELF REQUIRED. PLANTING SOIL MIX INTO BED. 4" VDOT 21 - A BASE ROOTBALL SAWN HORIZONTALS SAWN VERTICALS 2" 2" X 4 "X30 "ZINC COATED FENCE. TENSION FENCE BETWEEN POST PRIOR TO V OF CROWN FOR EVERY FOOT OF BED 3. BACKFILL TO BE READILY AVAILABLE TO M WOODEN BULKHEAD ATTACHING TO POST WITH MIN. 13 O.C. SPACING S-072 6)1 1/2" ZINC COATED FENCE STAPLESi ) WIDTH. TOPS OF ROOTBALLS TO BE SET A o o 4" X 4" X 5' P.T. SOUTHERN YELLOW PINE E POST, SET TRUE AND PLUMB, V -0" O.C. MINIMUM OF 2" ABOVE FINISHED GRADE. MULCH LAYER (AS SPECIFIED) BED WIDTH lilt 0 rii o TRENCH EDGE (TYPICAL) i r 1i V DIA CONCRETE FOOTING WITH 2" VA #57 SECTION FINISHED GRADE PLAN 1" X 4" X 3 1/2" P.T. SOUTHERN YELLOW PINE SECTION TOP FOR DRAINAGE. G NAUTICAL ROPE RAILING TOP OF THE BULKHEAD 13 SECTION 2" SM -9.5A ASPHALT (TYP) 4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE 12' -0" WIDTH —•- TYP. UNLESS OTHERWISE NOTED) POSITIVE SLOPE (TYP.) a K ASPHALT DRIVEWAY N.T.S. 13 SECTION P -052 N.T.S. 4 AND 8 INCH PERFORATED PVC SOCK L_ CONCRETE DRIVEWAY 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W t %o WWM. STAMP FINISH MAY BE APPLY AT OWNER`S DISCRETION. 6 "X6 "W 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL 13 SECTION H -023 N.T,S. MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 Lem $ 1.:, COLOR: STANDARD SAFETY SURFACING: SEE DETAIL H 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 13 J DETAIL 1' E POST AND WIRE FENCE S-065 N.T.S. AULCH LIMITS, TYP. 13 ELEVATION 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W'%0 WWM 6 "X6 "W 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 96 COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE DUMPSTER PAD S-039 N.T.S. 13 SECTION CO R.S. 5 HORIZONTALS; 11.1 TYP. Q DEADMAN SYSTEM H -020 N.T.S. TURF LINE UNDISTURBED I I ` STEEL TIE 30'SUBGRADE MUD LINE R.S. VERTICAL PILIN TIMBERG BULKHEAD PLAN FILTER V SHELF FABRIC PLANTING SOIL MIX (AS SPECIFIED) 1.5 BITUMINOUS CONCRETE SURFACE CULTIVATE SOIL WITH ROTOTILLER TO A ?.. ROD SECTION CULTIVATE A 4" MINIMUM LAYER OF MINIMUM DEPTH OF 12 ". BREAK THROUGH ANY NOTES: 1. A 5' MIN. SHELF REQUIRED. PLANTING SOIL MIX INTO BED. 4" VDOT 21 - A BASE EXISTING "HARD PAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. SAWN HORIZONTALS SAWN VERTICALS PRIOR TO CONTRACTOR MOBILIZING. V OF CROWN FOR EVERY FOOT OF BED 3. BACKFILL TO BE READILY AVAILABLE TO M WOODEN BULKHEAD THE WORK AREA. 13 DETAIL, SECTION, AXIOMETRIC S-072 WIDTH. TOPS OF ROOTBALLS TO BE SET A COMPACTED SUBGRADE MINIMUM OF 2" ABOVE FINISHED GRADE. 1 1 lilt rii L i r 1 i V DIA CONCRETE FOOTING WITH 2" VA #57 SECTION CRUSHED STONE (WASHED) COURSE. SLOPE 1" X 4" X 3 1/2" P.T. SOUTHERN YELLOW PINE SECTION TOP FOR DRAINAGE.POST. MITRE TOP. ATTACH FENCING TO A HALF - BASKETBALL SURFACING AND STRIPING ANDPOSTllD WI RE FENCINGKl POST WITH (6) 6d GALV. TWIST NAILS 13 DETAIL, PLAN 5 -057 13 SECTION, PLAN S- 038 N.T.S. SHRUB; SEE LANDSCAPE NOTE: CONTRACTOR TO CONTACT POST TO BE AN EXTENSION OF PLAN FOR SPECIES. FOR L.A. AND PLAYGROUND REP 48 THE MAIN POST IN THE a p PLANTING SEE LANDSCAPE HOURS PRIOR TO BEGINNING BULKHEAD DESIGN. DETAIL / - A - - \INSTALLATION CONTRACTOR TO PLACE 12 INCHES G OF UNCOMPACTED ENGINEERED TOP OF GTIMPAX ENGINEERED FIBER SURFACE UNDER PLAY WOOD FIBER SUREFACE ONCE EQUIPMENT. CONTACT 0 1.5" NAuTICALMAARiNE j COMPACTED PLAYGROUND REPRESENTATIVE BRAIDED ROPE- MANILIA FOR ORDERING AT (540) 798 -4031. o STYLE. TREAD THROUGH IN POST AN1.75 HOLE v 5, •`'rr.i - x FILTER FABRIC T LEDTOINSTAL SECURE ENDS WITH KNOTS OR WRAP ENDS. y,_ • t: 4 . y,l A AFTER FOOTINGS FOR PLAY EQUIPMENT AND UNDER DRAIN ARE tll i11 uac IN PLACE G NAUTICAL ROPE RAILING TOP OF THE BULKHEAD 13 SECTION 2" SM -9.5A ASPHALT (TYP) 4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE 12' -0" WIDTH —•- TYP. UNLESS OTHERWISE NOTED) POSITIVE SLOPE (TYP.) a K ASPHALT DRIVEWAY N.T.S. 13 SECTION P -052 N.T.S. 4 AND 8 INCH PERFORATED PVC SOCK L_ CONCRETE DRIVEWAY 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W t %o WWM. STAMP FINISH MAY BE APPLY AT OWNER`S DISCRETION. 6 "X6 "W 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL 13 SECTION H -023 N.T,S. MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD 800) 235 -2440, EXT. 151 Lem $ 1.:, COLOR: STANDARD SAFETY SURFACING: SEE DETAIL H 13 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER 13 J DETAIL 1' E POST AND WIRE FENCE S-065 N.T.S. AULCH LIMITS, TYP. 13 ELEVATION 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W'%0 WWM 6 "X6 "W 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 96 COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE DUMPSTER PAD S-039 N.T.S. 13 SECTION CO R.S. 5 HORIZONTALS; 11.1 TYP. Q DEADMAN SYSTEM H -020 N.T.S. TURF LINE f.. .. _ inz a Ills a:1a assn :ash :j" s aerr,rrxwl a . rarAr.,irlp ; GLUSTER BOX LNITS FRONT 104010- US.P.S- APPROVED CLUSTER RX UNIT OPTIONS MW ' 8 D.M . T"61 -coo 25. x2'• W x 51. H x 1y.W D 93Ikr. $t, b(L00 • W..M • on IN19 Mani . IN IVAPI 1•uyrlrl"i u wxrx,lrp fNeY• h." — / o— 0.4rMr• M /MM wi/H1! a1 1rwwrxx1r FAWWxrwArlo awss•asaa 1. i allrwrMw nl lrw,nrxrlrp r1J omn cxllwlw lausnrrrs 59t2 12o -1holl - QU 2< i& W x 51-W 14 x 17- D 1ka. $t=00sar i.n.r»,aw n.r,. r. w,r N..a.. n •ail •u na "A "warrrwsu i7wfYMMrF 4 FUar ,*.LTy 81,'.81wt,pPtrrgr...rr nl«yrMprw«yirr• trw,rrx,rtrp w 1bitrwxr „rrr,.p.s.u+s,s atiaylsr.AwP..lww w nJ NvIMrL+ 1!'Wity'Xxtr'p r ""w• P'..s"o argw"raaw- 1' ..Nat 5916 16osari -1 -C$U 26UY W x 4&,W H x 17 —W D Willi. $t.2400 . usecx... 1 w r «sarr .rss »ll oorw II,rNr.Ax. YpMr. as NNIN Y M.,r,. Yr""N MO - A - JWAN" MP 1rMA7Xxlrp P.OA naw*yrwl 1rwNrxx/rp WIDWw,rr>d Wu6 QJrrwxrass pi lrwrlrxrtr'p s .. aan...UU.r..«...+w.a »(1IMM'• nJ tr wrld• xrtr . m r.s.rle.awr rru wvw/61x.t1loo lnrs w 9919 15Drarr- 1ypa1V -011.1 21L1/lpx49y4'Nx17JAC1) 42<b...{t?7t00 . ArN ,nrl",.f.r1...r,n.tagpP•Kp7j rt7J 1r WxdW •tq"+a•re.r fle(M1M.ttl1o) n/nypkwxwr*or/W 1r WRfWWjrW"P rI/l"Ir w111•Jd mijimmuor trw+vyxlrtr•p Woo: $1. (br O'M4 MO tr M b.so 1r w x i' o lobs. moo 3= PrNW/" MOM A912 5r H bw IX W x 17 D 9Dbs. $?LQQ 7 Lodi. r.pbe.n.r:j&WW,"WpwdIe l.eeas.VdAhQkW $logo Amd sAar 599D Lod! - a.rdrArdFliomlor[fa J9dl koys $cro l sw.7Xx..e. Ar.l.nu r..me aldo rsdsrs•ay 5990 Kvybbt s- rasararrolIM#marWw- bmrdtf4 t12s00 PUN 1•SWMAILBOX W WWjnalBOXBs.eom 44i 80o s2#- 9 MANUFACTURER: SALSBURY INDUSTRIES 800) 624 -0269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) OR EQUAL) COLOR: STANDARD OF BOX UNITS: AS STATED ON PLANS F CLUSTER MAILBOX NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 13 DETAIL S -059 N.T.S. IANUFACTURER: SALSBURY INDUSTRIES 100) 624 -5269 IODEL: 2402 MOUNTED ON A PEDESTAL 13465) (OR EQUAL) OLOR: STANDARD NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) PARCEL LOCKER DETAIL 5-060 N.T.S. I XDI%IRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 G4 O w m a Cn a 054w A 0 a z w TH OE D 7 Alan G. Franklin Tic. No. 35326 W O W, ONA L OF - 1 , Steven W. Edwards r Celt No. 0931 UVP ti NY, G4 AN rights reserved. No part of the malarial protected by this OOPYright (Plans, ideas, designs, sections or details expressed on these plans) may be reproduced, clanged or utilized in any form or by any means, electronic or mechanical, Including photocopying, $=ring, or by an other means of retrieval system without written pem*mbn from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS SHEET 'S 3c> OF 62 S CAP, #1 FASTENED W/ S.S. SCREWS YVI \t \VV STEEL TIE uO TIMBER PILING ROD MUD LINE R.S. VERTICAL PILIN TIMBERG BULKHEAD FILTER V SHELF FABRIC TIE ROD SECTION TIMBER PILE DEADMEN NOTES: 1. A 5' MIN. SHELF REQUIRED. TIMBER ROUGH TIMBER ROUGH 2. EXCAVATION TO BE COMPLETED SAWN HORIZONTALS SAWN VERTICALS PRIOR TO CONTRACTOR MOBILIZING. AXIOMETRIC 3. BACKFILL TO BE READILY AVAILABLE TO M WOODEN BULKHEAD THE WORK AREA. 13 DETAIL, SECTION, AXIOMETRIC S-072 f.. .. _ inz a Ills a:1a assn :ash :j" s aerr,rrxwl a . rarAr.,irlp ; GLUSTER BOX LNITS FRONT 104010- US.P.S- APPROVED CLUSTER RX UNIT OPTIONS MW ' 8 D.M . T"61 -coo 25. x2'• W x 51. H x 1y.W D 93Ikr. $t, b(L00 • W..M • on IN19 Mani . IN IVAPI 1•uyrlrl"i u wxrx,lrp fNeY• h." — / o— 0.4rMr• M /MM wi/H1! a1 1rwwrxx1r FAWWxrwArlo awss•asaa 1. i allrwrMw nllrw,n rxrlrp r1J omn cxllwlw lausnrrrs 59t2 12o -1holl - QU 2< i& W x 51-W 14 x 17- D 1ka. $t=00sar i.n.r»,aw n.r,. r. w,r N..a.. n •ail •u na "A "warrrwsu i7wfYMMrF 4 FUar ,*.LTy81,'.81wt,pPtrrgr...rr nl«yrMprw«yirr• trw,rrx,rtrp w 1bitrwxr „rrr,.p.s.u+s,s atiaylsr.AwP..lww w nJ NvIMrL+ 1!'Wity'Xxtr'p r ""w• P'..s"oargw"raaw- 1' ..Nat 5916 16osari -1 -C$U 26UY W x 4&,W H x 17 —W D Willi. $t.2400 . usecx... 1 w r «sarr .rss »ll oorw II,rNr.Ax. YpMr. as NNIN Y M.,r,. Yr""N MO - A - JWAN" MP 1rMA7Xxlrp P.OA naw*yrwl 1rwNrxx/rp WIDWw,rr>d Wu6 QJrrwxrass pilrwrlrxrtr'p s .. aan...UU.r..«...+w.a »(1IMM'• nJ tr wrld• xrtr . m r.s.rle.awr rru wvw/61x.t1loo lnrs w 9919 15Drarr- 1ypa1V -011.1 21L1/lpx49y4'Nx17JAC1) 42<b...{t?7t00 . ArN ,nrl",.f.r1...r,n.tagpP•Kp7j rt7J 1r WxdW •tq"+a•re.r fle(M1M.ttl1o) n/nypkwxwr*or/W 1r WRfWWjrW"P rI/l"Ir w111•Jd mijimmuor trw+vyxlrtr•p Woo: $1. (br O'M4 MO tr M b.so 1r w x i' o lobs. moo 3= PrNW/" MOM A912 5r H bw IX W x 17 D 9Dbs. $?LQQ 7 Lodi. r.pbe.n.r:j&WW,"WpwdIe l.eeas.VdAhQkW $logo Amd sAar 599D Lod! - a.rdrArdFliomlor[fa J9dl koys $cro l sw.7Xx..e. Ar.l.nu r..m e aldo rsdsrs•ay 5990 Kvybbt s- rasararrolIM#marWw- bmrdtf4 t12s00 PUN 1•SWMAILBOX W WWjnalBOXBs.eom 44i 80o s2#- 9 MANUFACTURER: SALSBURY INDUSTRIES 800) 624 -0269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) OR EQUAL) COLOR: STANDARD OF BOX UNITS: AS STATED ON PLANS F CLUSTER MAILBOX NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 13 DETAIL S -059 N.T.S. IANUFACTURER: SALSBURY INDUSTRIES 100) 624 -5269 IODEL: 2402 MOUNTED ON A PEDESTAL 13465) (OR EQUAL) OLOR: STANDARD NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) PARCEL LOCKER DETAIL 5-060 N.T.S. IXDI%IRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 G4 O w m a Cn a 054w A 0 a z w TH OE D 7 Alan G. Franklin Tic. No. 35326 W O W, ONA L OF - 1 , Steven W. Edwards r Celt No. 0931 UVP ti NY, G4 AN rights reserved. No part of the malarial protected by this OOPYright (Plans, ideas, designs, sections or details expressed on these plans) may be reproduced, clanged or utilized in any form or by any means, electronic or mechanical, Including photocopying, $=ring, or by an other means of retrieval system without written pem*mbn from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS SHEET 'S3c> OF 62 S CAP, #1 FASTENED W/ S.S. SCREWS 590 570 NOTE: ALL STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF A 560 STANDARD PROCTOR TEST. h WILLOW GLEN DRIVE (PUBLI SCALE: 1"=20'H; 1 " =10' V H.P. ELEV = 565.16 W A CTO = 1 .&7r, rn i 57C 560 550 I VV I J +uu 14 +00 a I vs Wlr,-I I-VV rvi 0 U ll*O 75.50 PV STA = 21 +27 T PVI EL 570.73 PVI EL 569.18 L.P. STA = 17+62.43 PVI ELEV =5.76 III z ELEV = 561.36 A.D.0.58 cl z A.D.0.58 J L VI STA = 17+ A.D. 30 0 0 EXISTING GRADE a W L.P. E EV = 552.29 K= 1 3.69 553.05 K= 1)3.69 J w CL Wo o, C9 O a O i PVI I ELEV = 549.9 SPEED w 0 i PROPOSED G DESIGN SPEED 25 MPH) i DESIGN SPEED 25 MPH) L.P.TA = 15 +24 H.P. ST 16 +00 I 0 `.1 Y u. w O to co A.D. = 5.52 60'C 60'C DESIG i an Qrw PVI STA 0 W to DESIGN SPEED = 20 MPH) W 20 VC Z PVI E DLJ CA PVI EL E\0 553.29 o p Z a rA Z 200' VC W W CrW a ' A 4 A .D. to W Z 0 M ROPOSED G DE a I I co- J Y F co w W o I M M EXISTING GRADE uQ1 o CD p o T- DESIGN aW V- to 0 20 MPH) 0- PROPOSED RADE C 0 o ii i i• oo 2.00% 04 VC S w v i cA a w Ln a i X uj C w o La P a w N 3.79%2.0 % a 2.00°/ J w cnl fA IJ z a w M LO W N CO co z 1 co 04 vQQ ?r` Qo9 N S 4 a° h Nh hi'-N b y N^ N Nr M ao^N W er^ v N 2.00% n tt Op h h c h tj h t h t h tp Grp t tOpj t C) C 10 N N LO ch oi'°Oil d'r b C M 1 0rl_ h co O N u C N iii h,LoCD 4),t000 NWr` cc N, r7 00O OM W m h CD LO LO to t i h i r rA i b h h o In S Lo b b h b CO 1 n +nn U9 1 n +nn inn w O A^ WILLOW GLEN DRIVE (PUBLI SCALE: 1"=20'H; 1 " =10' V H.P. ELEV = 565.16 W A CTO = 1 .&7r, rn i 57C 560 550 I VV I J +uu 14 +00 PRESTWICK GLEN DRIVE SCALE: 1"-20 H;1 " =10' V 570 560 550 540 M h 14 +UUvvIJTVV a L.P. ELEV = 550.7 PVI STA = 11 75.50 PV STA = 21 +27 W L.P. STA = 17+62.43 PVI ELEV =5.76 III z ELEV = 561.36 cl z U J L VI STA = 17+ A.D. 30 0 0 EXISTING GRADE L.P. E EV = 552.29 H.P. EL E)553.05 D. _ -1.52 J w CL Wo o, C9 O i i PVI I ELEV = 549.9 SPEED 25 MPH) I i PROPOSED G DE i U N L.P.TA = 15 +24 H.P. ST 16 +00 I 0 `.1 Y u. z O A.D. = 5.52 DESIG TA =15 +24 i an Qrw PVI STA o_j to DESIGN SPEED = 20 MPH) W 20 VC PVI E DLJ CA PVI EL E\0 553.29 o p Z a rA Z 200' VC W a ' A 4 A .D. to w C7 Z ROPOSED G DE a co- F Eu 0 0 I a m uQ1 DESIGN aW to 0 20 MPH) 0-r-00 2.00% 04 VC C w cA i cn 40 u+ a ' — 2.00% t- 6 V Lo o La P ISTING GRAD OPOSED GRAD v N Q il J r w J a 2.00°/ J w fA IJ z a w N CO co z 1co 04 vQQ ?r` Qo9 N S 4 a° h Nh hi'-N b y N^ N Nr M ao^N o er^4^ 1 N 2.00% n t t Op h h c h t j h t h t h tp Grp t tOpj t C)0) a u Q I- to t ul) w CO 1 n +nn 11+00 Of f)-]L A^ w O PRESTWICK GLEN DRIVE SCALE: 1"-20 H;1 " =10' V 570 560 550 540 M h 14 +UUvvIJTVV HEATHROW GLEN CIRCLE: STA. 10 +00 -16 +40 (PUBLIC SCALE: 1"=20'H. 1"=IW V 570 550 540 h 15 +00 CL O L.P. ELEV = 550.7 PV STA = 21 +27 L.P. STA = 17+62.43 III z ELEV = 561.36 cl zVISTA = 17+ L.P. E EV = 552.29 H.P. EL E)553.05 D. _ -1.52 J w Lu i i PVI I ELEV = 549.9 I I I i i i i L.P.TA = 15 +24 H.P. ST 16 +00 0 `.1 Y u. A.D. = 5.52 DESIG TA =15 +24 i an Qrw PVI STA 40 —AA 16+00 r N U O DESIGN SPEED = 20 MPH)20 VC PVI E EV = 551.77 PVI EL E\0 553.29 o p Z a rA Z 200' VC EX ISTING GRADE a ' A 4 A .D. w C7 ROPOSED G DE a wF K =0 0 I a m M vi 0) DESIGN P EDO 20 MP)DESIGN SPEED 20 MPH) Uw C'j 04 VC 48'C t ui Z rn 0 t- 6 V Lo o La P ISTING GRAD OPOSED GRAD N Q il J r w J a w J fA IJ z a w N CO co z I Q N 2.00% 3 .52 °k r --U C G a u Q I- w CO w O Z W N O u7 i 5 to Cl OVO uo OR ^ C a C u 00 OQ aN C rn C!oN j n VS CD rn tom N rn N a^ f7 1 j Z o C4 aD d L[j N r- No p N aWCO p N o,0u7 p N V 000O prst N co N N N t0 N a LOO O O O O O O O u7 O O 5 Lo e5 A leS A 'c5 U)r n to A7.f%ice.AM 0% co Cr Q a z b N h LO nj co b oo t., N b v7 Nst Nrr. n No b o 1Wco G O r. L Co N Oic m U..) ao I v7 Mer - W) uo uC o uo Nco L U -3 N N U co N vo N uo ..O m m NN W o V4O Nef' LO NO L Nto N ui h Co d M 100 M N t0tp m et N OMe O 00 CO O O < , O qD O u b V7 to W) v7 O W) u7 uou7 u)v7 u0 ul) R u0 8 5 L LO 3 u 1% v7 Ou u7 !r5 U) MO va Nuo v7 N CV u7 Nul u7 Nv7W)N ,ca '" j 4a "' NNIn < C4 i 10 +00 11+00 12 00 13 00 14 +nn HEATHROW GLEN CIRCLE: STA. 10 +00 -16 +40 (PUBLIC SCALE: 1"=20'H. 1"=IW V 570 550 540 h 15 +00 i f TVV 18TVU HEATHROW GLEN CIRCLE: STA. 16 +40 - END (PUBLIC) SCALE: 1"=20'H: 1" - -10' V LIC iytuu 1U +Uu 21 +00 22 +00 11] 570 560 550 570 i•i 550 r 560 550 540 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a 0 w 0.4 0 m z A a z 4-4 w TH OF liG No. 35326 w 0 I ECG~L TH OF DI 9 Steven W. Edwards t'' Curt No. 0931 U t v 9PE A RG4 SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the materiel protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, ebctronic or mechanical, inciuding photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party MOW first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET - OF 62 L.P. ELEV = 550.7 PV STA = 21 +27 L.P. STA = 17+62.43 PVI ELEV = 561.36 cl zVISTA = 17+ D. _ -1.52 Lu i i PVI I ELEV = 549.9 I I I i i i i i W A.D. = 5.52 DESIG SPEED 20 PH)i i )0 r DESIGN SPEED = 20 MPH)20 VC 200' VC a ' a wFI M vi 0) C'jt ui Z rn 0 t- 6 V Lo o La P ISTING GRAD OPOSED GRAD N Q il J r w J a w J z a w z Q 3 .52 °k r --U C G I- CO O Z W NO u7 i 5 to Cl OVO uo OR ^ C a C u 00 OQ aN C rn C!oN j n VS CD rn tom N rn N a^ f7 1 j h^O o C4 aD d L[j N r- No p N aWCO p N o,0u7 p N O p M 000O prst Nco N N N t0 N a LOO O O O O O O O u7 O O 5 Lo e5 A leS A 'c5 U)W r n to A7.f%ice.AM 0% i f TVV 18TVU HEATHROW GLEN CIRCLE: STA. 16 +40 - END (PUBLIC) SCALE: 1"=20'H: 1" - -10' V LIC iytuu 1U +Uu 21 +00 22 +00 11] 570 560 550 570 i•i 550 r 560 550 540 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a 0 w 0.4 0 m z A a z 4-4 w TH OF liG No. 35326 w 0 I ECG~L TH OF DI 9 Steven W. Edwards t'' Curt No. 0931 U t v 9PE A RG4 SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the materiel protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, ebctronic or mechanical, inciuding photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party MOW first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET - OF 62 560 55( 53C 52C DESIGN SPEED = 25 MPH)L.P. ELEV = 546.42 H.P. ELEV = 548.71 I ELEV = 538.9 PVI STA = 10 +84 L.P. STA = 12 +02.82 H. P. STA = 13 +43.01 U 12 +00 A.D. = 3.00 PVI ELEV = 549.08 PVI STA = 11 +85 PVI STA = 13 +60Iz J e n - _0 nn PVI FI FV = SAR f1A P \/I FI PV = RAO RR 560 55( 53C 52C 1 / • VV SHANNON GLEN COURT: STA. 10 +00 - 16 +40 (PUBLI SCALE: 1"=20'H; 1"=IO' V PVI STA = 17 +08 55C M 520 PV ELEV — =532.26 I ELEV = 538.9 14.00 d• 12 +00 A.D. = 3.00 NOTE: VDC T STD UD-4 T BE in OiK = 26.63 INSTALLE ALONG ENTIR LENGTH O DESI N = 25 PH) OF SHANNON U CD O o n W- CID DESIGN SPEED= 25 MPH) P Q TIED INTO TORM SYSTE 26.20 w K = 10.00 EXISTING K = 14.40 A.D.1.50 r m A.D. = 0.45 GRADE A.D. _00 C W Um O Q o 3: In oN a I K =33 DESIGN PEED = 25 MPH) gF—0 1.60% DO DESIGN SPEED 25 MPH) w K =44.24 U) NOT E: V TD UD-4 T BE VC 0 J CL 60' V U 8' VC 174' VC O Q W aw 20 MPH) 110 VC W DESIGN o 20 MPH) INSTALLE ALONG ENTIRE LENGTH a, Ij In M oV- Z J 2 - • I W go co ztOf)O W) EXISTING RADE I!7 a , Il) PROPOSED W O w In o w 20' VC uj N OF SHAN ON GLEN COU T AND GRADE CO U u) W o m PROPOSED GRAD a w a J w v W W W 5 O o F- n N 2.10 a J co ac F- TIED INTO STORM SYSTEM O 2 o o a lL W W DESIGN SPEED = 2 o co 421 rn O CL 7 c N c N I W a o go N N co b O L In In In cow_ In I-0 o w es o ". U Un 771 HEATHROW krCIRCL N C N " co O ch b r I15 r Qi 1 Qo cc HS O c ^tnp I15 a Qp n Nt ^ r' tpO to QptC ch N R , 4Q N rn W M ti O 0 N u Q V O tJ w a Uzi `ac jIj V5 t tj EXISTING GRADE M U) ci U W v N 1.50 a w Z zC) v- LL a j L j PROPOSED GRADE CC 00%a 5 W w J W Z O W Z co 1.60% M: 0 2.64% F— LL 42'CON AN BRIDGES STEM J co l rn O OrnM rn Qcp Z poO 9 Nrn K. rn to m N ty corn i 0 rn VM OchO oo No N Orn O op U. O 3 INSTALL D PER CONT CT DRAWING Mto W M Ir) N W M f M N th I t o l0 VIM NM Ntci I wa In AND SPE IFICATIONS OVIDED BY In In Z Z In IC)Z U)J M r-V W CONTEC BRIDGE SOL TIONS INC. A D— co OW w W o Ow J C LL 5 o00 /°CO Q cc J m Q LLJ O I a. Ui In Q N U)Q r N 0 W In in coN Z Z 00 co h, r c ( (QQ In to cpp OM tpp cpp co !hW ttpp N b to e O r O %0) ti M w N 1 p co N OR 4N CQ ti Met Nt0 p OO N In f\ c0 v p)N 07 O a Z p P!CO rn b r Cb W N eh O 06 ti to to O h ti 1 tO cQpp O N oD t?N Cf C O !} I N 1 Ica In In 5 5 cppI IC5 Ili Q 7 In pA D 5r)to co to pt CpI In to IAIn 1Q Itsto 40 5W)InIca In IC5In c0 IA 1 K 't {N z co tp U)W)IA In In i oV 0 N M 1 rn rn rn v 0 co ti Nti I t+ o co O Q0 CO j V.. cP A 00 O O hW t0 t ! O t O h a0 Ati 4! e - . fD M O N a0 O cou7 ti C O KZ OCO h 6 O O aOO O Oh h h Oco N In 11 141)co Cn to an U')u n +nn L nn A n.tr1 A w n.nn 1 / • VV SHANNON GLEN COURT: STA. 10 +00 - 16 +40 (PUBLI SCALE: 1"=20'H; 1"=IO' V PVI STA = 17 +08 55C M 520 17 +00 SHANNON GLEN COURT: STA. 16 SCALE: 1 " =20' H;1 " =10' V PUBLIC' I AL NOTE: ALL STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF A STANDARD PROCTOR TEST. 550 580 540 570 530 560 520 550 d 1 JTvu m Q 4 +UU 15 +00 cn ZV PV ELEV — =532.26 I ELEV = 538.9 d• PVI STA 12 +00 A.D. = 3.00 NOTE: VDC T STD UD-4 T BE in OiK = 26.63 INSTALLE ALONG ENTIR LENGTH O DESI N = 25 PH) OF SHANNON GLEN COU T AND W- CID w P Q TIED INTO TORM SYSTE w K = 10.00 EXISTING RADE A.D.1.50 r m A.D. = 0.45 GRADE A.D. _00 C W Um Q 10 C oN a I K =33 W)i 0 gF—0 1.60% DO w K =44.24 U) 50'VC 0 W V CL 60' V U CO O Q W aw 20 MPH) W DESIGN o 20 MPH) a, I j In M oV- LIH Z o go co ztOf)O W) EXISTING RADE I!7 a , Il) PROPOSED W O w In o w 20' VC uj N GRADE Q EXISTING GRADE U u) W o m PROPOSED GRAD a w a J w v W 5 O o F- n N 2.10 a J co ac F- 0 DESIGN SPEED = 2 MPH) CL 7 c N c N I W a o go to N co b O L In In In cow_ In 17 +00 SHANNON GLEN COURT: STA. 16 SCALE: 1 " =20' H;1 " =10' V PUBLIC' I AL NOTE: ALL STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF A STANDARD PROCTOR TEST. 550 580 540 570 530 560 520 550 d 1 JTvu m Q 4 +UU 15 +00 cn ZV P I ELEV = 538.9 d• PVI STA 12 +00 in Oi A.D. = -1.00 CL PVI ELEV 534.89 O w PVI ELEV = Q K = 10.00 EXISTING RADE A.D.1.50 W m A.D. = 0.45 GRADE A.D. _00 DESIGNSPEED 20 MPH 10 C a Z K =33 W OW z 1.60% DO w K =44.24 50'VC 0 60' V c ° f- .EXISTING cQ G Q L Ow DESIGN SPEED 20 MPH) DESIGN SPEED 20 MPH) 1- V.In M oV- LLJ Z o go co ztOf)O W) EXISTING RADE I!7 a , Il) PROPOSED W O w In o w 20' VC uj PROPOSE GRADE U u) W m a w a J w W 5 O n N 2.10 a J co ac C 0)DESIGN SPEED = 2 MPH) CL 7 W I LLI a w W cow_ Un 771 HEATHROW kr CIRCL O ch b r I15 r Qi 1 rn c0 tt 4pi 4S Qo cc HS O c ^tnp I15 a Qp n Nt ^ r' tpO to QptC ch N R , 4Q D rn W M ti O 0 N u Qo co M 7 O Uzi `ac jIj V5 t tj 1 U +UU HARTSFIELD COURT -(PRIVA I I +UU 12 +UU PVI STA = 14 +33.04 570 560 550 530 cc Q h 560 550 540 V P I ELEV = 538.9 d• PVI STA 12 +00 A.D. = -1.00 CL PVI ELEV 534.89 O w PVI ELEV = Q K = 10.00 EXISTING RADE A.D.1.50 W A.D. = 0.45 GRADE A.D. _00 W 10 C a Z K =33 z 1.60% DO w K =44.24 50'VC 60' V c ° f- .EXISTING cQ G EXISTING G DESIGN SPEED 20 MPH) DESIGN SPEED 20 MPH) 1- V.In M oV- CO c o go co ztOf)O W)14 U) I!7 a , Il) PROPOSED OPRADE In 20' VC uj a w a J w W 5 n N a J C 0)DESIGN SPEED = 2 MPH) 7 W I LLI a w W Un O— LUJ W iW ZwW N 1.50 Z zC) v- LL a W J QQC9 Z Z W _ co 1.60% M: or F— J co l corn rn O OrnM rn Qcp Z Orn N n Orn t0 O poO 9 Nrn K. rn to m N ty corn m rn VM OchOoo No N Orn O op U. O 3 W) M L0 Mto W M Ir) M W M fM Nth I t o l0 VIM NM NtciW)In to in In In Z O In IC)Z U)J M W co OW W Ow J C LL J m Q LLJ O I a.In Q N U)Q r N 0 Z H W In in coN Z 00 co h, r c ( (QQ In to cpp OM tpp cpp co !hW ttpp N b to e O r O %0) ti M w N 1 p co N OR 4N CQ ti Met Nt0 p OO N In f\ c0 v p)N 07 O Nh r to O p P!CO rn b r Cb W N eh O 06 ti to to O h ti 1 tO cQpp O N oD t?N Cf C O !} I N 1 Ica In In 5 5 cppI IC5 Ili Q 7 In pA D 5r)to co to pt CpI In to IAIn 1Q Itsto 40 5W)InIca In IC5In c0 IA 1 K 't {N tp U)W)IA In In i 1U +UU 11 +UU TRUDEAU COURT STA. 10+00 -16 -40 (PRIVATE) SCALE: 1"=20'H; 1 " =I0' V 17 +00 TRUDEAU COURT: CONT'D. (PRIVATE) SCALE: 1"=20'H; 1"=IO' V SCALE: 1 " =20' H;1 " =10' V 13 +00 M11 CTO = 1 n..7n 570 550 560 540 550 530 540 520 01 14 +00 12 +00 15 +00 13 +00 16 +00 L.P. ELEV = 532.76 I P QTO = 1'%4R7 P I ELEV = 538.9 d• PVI STA 12 +00 r A.D. = -1.00 CL PVI ELEV 534.89 w PVI ELEV = Q K = 10.00 EXISTING RADE A.D.1.50 W PROPOSE GRADE A.D. _00 W 10 C a Z K =33 z 1.60% DO w 2 50'VC 60' V c ° f- .EXISTING cQ G DESIGN SPEED 20 MPH) 1- V.In M oV-N c o go co ztOf)O W)14 U) I!7 a , Il)W)O In 17 +00 TRUDEAU COURT: CONT'D. (PRIVATE) SCALE: 1"=20'H; 1"=IO' V SCALE: 1 " =20' H;1 " =10' V 13 +00 M11 CTO = 1 n..7n 570 550 560 540 550 530 540 520 01 14 +00 12 +00 15 +00 13 +00 16 +00 L.P. ELEV = 532.76 I P QTO = 1'%4R7 1U +UU 11 +UU TEMPELHOF COURT (PRIVATE) SCALE: 1"=20'H; 1"=IO' V 12 +00 13 +00 560 550 530 520 D n hn 570 550 570 560 550 540 n r) 550 530 520 TERRA CONCEPTS ,P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 I \ w m a 0 w z P4 aCW 46V A IES4 a w TH OF vI rte , Alan G. Franklin Uc. No. 35326 W o , w. t - ON L l e.LTH OF - I , r Steven W. Edwards e r' Cert No. 0931 U sc91' E ARG SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS S. 02- 04 -10, LIGHTING /MISC. AN rights reserved. No part of the material protected by this copyright (plan ideas, designs, sections or daises expressed on these plans) may be reproduced, changed or uteized in any form or by any means, electronic or mechanical, including phot000pying, scanning, or by any other means of retrieval system wit written permission from Terra Concepts, P.C. Also, these plena may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 g P I ELEV = 538.9 PVI STA 12 +00 A.D. = -1.00 PVI ELEV 534.89 PVI ELEV =532.54 K = 10.00 A.D.1.50 A.D. _00 10 C K =33 K = 20.DO 50'VC 60' V c ° f- .EXISTING GRADE DESIGN SPEED 20 MPH)SPEED 20 MPH) o UIi °- `PROPOSED GRADE n N a ,uj o a w a J w W 5 n co a J C 0)DESIGN SPEED = 2 MPH) W LLI a w a W Un O— iW ZwW N 1.50 Z zC) o 0 Zo v- LL a QQC9 W _ co or J co l corn rn O OrnM rn rn f " O C* rn et Orno Orn N n Orn t0 O poO 9 Nrn K. rn to m N ty cornm rn VM OchOoo No N Orn O op U. O 3 W) M L0 Mto CV) In M Ir) M MO an M k M fM Nth I t tt l0 VIM NM NtciW)In to O in In In In O In IC)Z W 1U +UU 11 +UU TEMPELHOF COURT (PRIVATE) SCALE: 1"=20'H; 1"=IO' V 12 +00 13 +00 560 550 530 520 D n hn 570 550 570 560 550 540 n r) 550 530 520 TERRA CONCEPTS ,P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 I \ w m a 0 w z P4 aCW 46 V A IES4 a w TH OF vI rte , Alan G. Franklin Uc. No. 35326 W o , w. t - O N L l e.LTH OF - I , r Steven W. Edwards e r' Cert No. 0931 U sc91' E ARG SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS S. 02- 04 -10, LIGHTING /MISC. AN rights reserved. No part of the material protected by this copyright (plan ideas, designs, sections or daises expressed on these plans) may be reproduced, changed or uteized in any form or by any means, electronic or mechanical, including phot000pying, scanning, or by any other means of retrieval system wit written permission from Terra Concepts, P.C. Also, these plena may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 g ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 I YN. CG-6, TYP. F SECTION, H SHOWN ON CG -2, TYP. E12TYRPLANS 17 17 17 A WILLOW GLEN DRIVE (ROAD 'A') 1() / TYPICAL ROAD SECTION N.T.S. TYP. I " CG TYP. F TYPTiON, I12 1717 P PRESTWICK GLEN DRIVE (ROAD 'B') 16 TYPICAL ROAD SECTION N.T.S. 57' R.O.W. 2' 5' 0 6.5' 30' TYP. SIDEWALK PLANTING STRIP TRAVELWAY TYR TYR 13' 13' LANE LANE 2% 2% I I 2% I 2% 16 J TYPICAL ROAD SECTION L LOT 30' R.O.W. L i 7d' a O w Cn a 0 A w A O a Q z w tiTH OF Pr Alan G. Franklin o Ik No. 35326 W o w, NA L _ yTH OF Steven W. Edwards t"' Celt No. 0931 1 9 C9 PE XV G SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (Plans. Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. rnvnw SECTION, L TYR 17 E TRUDEAU COURT (ROAD)E)) 1 6 , ,/ TYPICAL ROAD SECTION N.T.S. i LOT 30' R.O.W. SECTION, LTYP. TRUDEAU COURT ( ROAD)E)) 17 1 TYPICAL ROAD SECTION N.T.S. 1 SECTION, 17 TYR M 17 HARTSFIELD COURT (ROAD Y) 16 TYPICAL ROAD SECTION N.T.S. N.T.S. 16 TYPICAL ROAD SECTION N.T.S.16 ) TYPICAL ROAD SECTION N.T.S. SECTION, M17TYR 17 HARTSFIELD COURT (ROAD)F) SHEET yr s 3u OF 62 g a rt LOT 30'R O.W. LOT 5' c cl Olil .... InT __ -- _ - -- 17 A TEMPELHOF COURT (ROAD)G") 1'YYICAL ROAD SECTION EXISTING PAVEMENT oe PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT CONCRETE SURFACE COURSE MIN. 12" MINIMUM 165 Ib /yd' SAW CUT 3 INCHES AND REMOVE EXISTING ASPHALT TO FORM 3" A BENCH JOINT ; I EXISTING PROPOSED ASPHALT TACK COAT PAVEMENT PAVEMENT LAYERS REQUIRED EXISTING PROPOSED AGGREGATE AGGREGATE LAYER SUBGRADE PAVEMENT CONSTRUCTION JOINT DETAIL EXISTING PAVEMENT OVER 6" IN DEPTH) DRAWING NOT TO SCALE) END OVERLAY MIN. 100' EXISTING TAPERED END MUST BE APPROVED BY PAVEMENT \1 0 - - f ENGINEER SEE CONSTRUCTION JOINT DETAIL AVEMENT WIDENING EXISTING PAVEMENT SEE CONSTRUCTION JOINT DETAIL TAPERED END MUST BE APPROVED BY ENGINEER MIN. 100' BEGIN OVERLAY PLAN VIEW DRAWING NOT TO SCALE) C PAVEMENT WIDENING (VDOT WP -2) EXISTING PAVEMENT PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT CONCRETE SURFACE COURSE MIN. 12" MINIMUM 165 Ib/yd- SAW CUT A MINIMUM OF 2 INCHES AND REMOVE MATERIAL TO TOP OF AGGREGATE. EXISTING PAVEMENT ASPHALT TACK COAT REQUIRED PROPOSED PAVEMENT LAYERS EXISTING PROPOSED AGGREGATE AGGREGATE LAYER SUBGRADE PAVEMENT CONSTRUCTION JOINT DETAIL EXISTING PAVEMENT LESS THAN 6" IN DEPTH) DRAWING NOT TO SCALE) NOTES: 1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT,SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. 3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED PER VDOT SPECIFICATIONS - 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT PRIOR TO OVERLAY. 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS - SLOPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF 165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER THE LIMITS OF WIDENING. 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. 9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE LOCATIONS SHALL BE TESTED USING A 10 FEET STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED Y". 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. N.T.S. 17 / DETAIL NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED r- DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & 4 " 6" 2" R c 7" SUBURBAN AREAS. IF THESE DESIGN SPEEDS "THIS AREA MAYBE CONCRETE ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 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. G 6" REVERSED CURB & GUTTER (VDOT CG -6) 17 SECTION P-048 N.T.S. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 3" VDOT IM -19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR SHANNON GLEN COURT (PUBLIC) 17.) SECTION N.T.S. P-041 N.T,S. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR WILLOW GLEN DRIVE (PUBLIC) 17 SECTIONiv N.T.S. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 2" VDOT IM -19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR TRUDEAU COURT (PRIVATE) 17 IJ SECTION N.T.S. TYP. 12 17 TYP. 17 B TEMPELHOF COURT (ROAD)G) TYP. - ti 12 1 j TYPICAL ROAD SECTION A PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS WIDTH UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT r OF ENTRANCE PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A L O FACILITY THAT CAN BE APPROACHED, ENTERED AND EXPANSION JOINT I ,,USED BY PEDESTRIANS. C00 Z IF PEDESTRIAN ACCESS ROUTES NKRE BEING PROVIDED, A MINIMUM 4' TRAVERSABLEEXISTINGORPROPOSED O WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE.SIDEWALK OR SIDEWALK SPACE O EXPANSION JOINT RB INCLUDED IN V -WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE GUTTER U C OR CG-7, THE CURB FACE ON THIS C+STANDARD IS TO BE ADJUSTED TO MATCH 22 THE MOUNTABLE CURB CONFIGURATION. e UNPAVED SPACE W v 15" FLOWLINE z w WIDTH OF GUTTER ENTRANCE WIDTH DESIRABLE MINIMUM 16's,e• ' •e.EXPANSION JOINT ABSOLUTE MINIMUM 12's• EDGE OF PAVEMENT-AVEMENT e.o.e.e •e . o . o . e o o.o.o•e.o• A J SECTION B-B HALF PLAN e017-3. e.e.e.e.e. iMDTH OF ENTRANCE o. o.o.e• LIMITS OF 3'-0" MIN. 3'4r MIN. LIMITS SECTION C-C PEDESTRIAN RACCESSPEDESTRIAN ROUTE ® ACCESS 013' 0" M {N. 4'-0" N. NON -T VERSABLE 5' -0" I SLOPE 4' MIN.s. , e , PEDESTRIAN ACCESS ROUTE DETAIL veeeees•e. SECTION D-D ADDITIONAL RIGHT -OF -WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE MEXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. DETAIL TO BE USED WHEN THE COMBINED WIDTH OF UNPAVED SPACE AND SIDEWALK SPACE Is LESS THAN r. UNPAVED ' TO 70% CFIAt GE COLIC C12 FACE OF SPACE SIDEWALK SPACE \ \` NORMAL GUTTER 12 ° k MAX. SLOPE,& _ _ 9 7" • e• • s 4 s b$e$4 Ail $4 • e is LASS A3 (H.E .) CONC. 4eY qAo e$" 6 "AGGR. BASE PEI SIZE 218 5 '- 0 " 5-0` ®POINT OF GRADE CHANGE FOR CURB & GUTTER ONLY FOR SIDEWALK CURB AND GUTTE ** 12% MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY * ** 3% MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND of 8% MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A D ENTRANCE GUTTER (MODIFIED CG -9D) 1 DETAIL P-039 N.T.S. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR PRESTWICK GLEN DRIVE (PUBLIC) 17 SECTION N. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 2" VDOT IM -19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR HARTSFIELD COURT (PRIVATE) 17 SECTION N.T.S. 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) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S. 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. SEE NOTEA 6" CURB (VDOT STD. CG -2) w" 17 / SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COU AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED v1MEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-71S REQUIRED. P-W3 N.T.B. 4" R 6,. 1' D X11 s e 1 n C p W D a D I V LTHIS 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. 6" CURB & GUTTER (VDOT STD. CG -6) 17,,/ SECTION p N.T.S. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 3" VDOT IM -19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR HEATHROW GLEN CIRCLE (PUBLIC) SECTION N.T.S. 1.5" VDOT SM -9.5A ASPHALT WEARING COURSE 2 VDOT IM -19 ASPHALT INTERMEDIATE COURSE 6 COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR TEMPELHOF COURT (PRIVATE) 17 SECTION N.T.S. ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 o e a H W 0 0AU W W Omr4 0 O z w tiTx of 3 r Alan G. Franklin Ik No. 35326 W W, 1ksl o NA L OF 7 Steven W. Edwards r" Cert No. 0931 SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS M rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these Plana) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system wifut written penmssion from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without Tiret written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET Now OF 62 0 SECTION, N 12 TYR 17 LOT 30'R O.W. LOT A Al , o• I 11mv Dial CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 ELEVATION UPSTREAM ELEVATION 44.33 - - -- 9.00 55C) 540 J WILLOW GLEN 42' CCNSPAN NON -- SKEWED ALK.-,NMENT 08 DOWNSTREAM -LEVATION us9 i E 42D 2M 3 i 540 i J 520 ScRi._E: t''la IXIT s P.RIpGE N r 3.00 SECTION Willow Glen 3 OP sESf t} Sa/[R AAL WtTpl ri i i'' f T SMM ASODT L OF q.OtE TE Adrn"T Orr OIN.ASj VA aIIlpatns,n yy.f s DOWN3TREAM END Ef.EVATION b Baer ataTN 33 AY ^. i} r . y yr ki I£ wwMyyyyP rr.. romp ra am navDSt a+srsnarrmwnsnn.a SIR fGE NvT G4R7/iCv4iI` I/SC7Lk.STICIAES ALDt ANDRIA MN 320 -652 -7300 wart Ana wT.fa Ta a,.arcane 121M5 UPSTREAM END ELEVAMW er ELEVATION UPSTREAM ELEVATION 44.33 - - -- 9.00 55C) 540 J WILLOW GLEN 42' CCNSPAN NON -- SKEWED ALK.-,NMENT 08 DOWNSTREAM -LEVATION us9 i E 42D 2M 3 i 540 i J 520 ScRi._E: t''la IXIT s P.RIpGE N r 3.00 SECTION ABUTMENT SECTION AND ISOMETRIC VIEWS Willow Glen OP sESf t} Sa/[R AAL WtTpl fs BOTTOM 0.00t I O AOOMkI SMM ASODT L OF q.OtE TE Adrn"T Orr OIN.ASj VA aIIlpatns,n yy.f s AY ^.r . y yr M 5 INME SDYTn6 WG 1-1 /M%wwMyyyyP INC.E~'iC7G INC. romp ra am navDSt a+srsnarrmwnsnn.a SIR fGE NvT G4R7/iCv4iI` I/SC7Lk.STICIAES ALDt ANDRIA MN 320 -652 -7300 wart Ana wT.fa Ta isoMErwc VIEW oatroe 2140 ABUTMENT SECTION AND ISOMETRIC VIEWS ELEVATION BOTTOM CHORD SAFETY RAIL r oe m il[pB11p nca 4+c As psaruTT a.Ma ne Tev au ar a I mumm t cnoT SECTION I I Connection Plates Setting Angles Setting An ISOMETRIC VIEW Cast -in place Backwall Wingwall Abutment Wall Wall Anchor p WaN Anchor Grout Grout Footing Footing SECTION THRU SECTION THRU WINGWALL ABUTMENT WALL PRECAST BRIDGE ABUTMENT ABUTMENT SECTION AND ISOMETRIC VIEWS a O w a Do a F- A 0 a a z w a.1,TH OF 1 r Alan G. Franklin Uc. No. 35326 O }l , 1P I.P 1 NA L _ aH OF Steven W. Edwards r" Celt No. 0931 U SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. I0- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C, 0 TERRA CONCEPTS, P.C. R F ' PR ELIMINARY ,, A• I 71 PRELIMINARY DRAWINGS 550 7 T7540 law.. 530 22.03 52€i Precast or Cast-in-place Footing Cast-in-place Backwall after bridge is set) Precast Wingwall Precast Abutment Wall W 9 SHEET Z OE 62 ASSEMBLY VIEW TYPICAL PRODUCT /INSTALLATION PHOTOTYPICALPRODUCTANSTALLATIONPHOTO OP Sa/[R AAL WtTpl CAMKR BOTTOM 0.00t I O AOOMkI SMM ASODT L OF q.OtE TE Adrn"T Orr OIN.ASj n PIANi, u TeuwaTS AY ^.r . y yr M 5 INME SDYTn6 WG 1-1 /M%wwMyyyyP INC.E~'iC7G INC. romp ra am navDSt a+srsnarrmwnsnn.a SIR fGE NvT G4R7/iCv4iI` I/SC7Lk.STICIAES ALDt ANDRIA MN 320 -652 -7300 wart Ana wT.fa Ta ELEVATION BOTTOM CHORD SAFETY RAIL r oe mil[pB11p nca 4+c As psaruTT a.Ma ne Tev au ar a I mumm t cnoT SECTION I I Connection Plates Setting Angles Setting An ISOMETRIC VIEW Cast -in place Backwall Wingwall Abutment Wall Wall Anchor p WaN Anchor Grout Grout Footing Footing SECTION THRU SECTION THRU WINGWALL ABUTMENT WALL PRECAST BRIDGE ABUTMENT ABUTMENT SECTION AND ISOMETRIC VIEWS a O w a Do a F- A 0 a a z w a.1,TH OF 1 r Alan G. Franklin Uc. No. 35326 O }l , 1P I.P 1 NA L _ aH OF Steven W. Edwards r" Celt No. 0931 U SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. I0- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C, 0 TERRA CONCEPTS, P.C. R F ' PR ELIMINARY ,, A• I 71 PRELIMINARY DRAWINGS 550 7T7540 law.. 530 22.03 52€i Precast or Cast-in-place Footing Cast-in-place Backwall after bridge is set) Precast Wingwall Precast Abutment Wall W 9 SHEET Z OE 62 ASSEMBLY VIEW TYPICAL PRODUCT /INSTALLATION PHOTOTYPICALPRODUCTANSTALLATIONPHOTO T"`x ' XD %. Ic CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a O z a H if-It W W '. A o F A a z w VTH OF _Dt r r Alan G. Franklin Iac. No. 35326 WVol O W, NA L _ it i i ii to I ICI i EM !! ! B ir let mum l I it ,. , 10' ROOFfRETAIIIAKNALL, 69.7 MAX HEIGHT 15' (SEE — — — — — — — 1 — — — — — — — — -- _EASEMENT. OF WALL " STRUCTURAL PLANSZ I 4: ' — — — — — — I \ I I I + o c Wumar m + + o e __ i` + t — - - -- j ..0 — — - - - - -- auuwxy ¢ a mn a mmn 54 m e m __ PE — Irmm mm m N o ROOF DRAI T 52 m 1.0% MIN_ — — — — — — — EQIAL, TYP. u gaemmmnm - _ +_ — —501Mmmllt k /' Mlllmh rfl1111NR I { f __. - -- / — — _ — I I t I I I I o I I / ;— — , --- -_- -- — - - _ - I _ I - - -- X44 r — - // . TMP 32-56A TMP 32 -56 I I I I I I I I / I i / / FUTURE — I rl - — \ I IN INTERPARCEL _i - -__ / -- - " - - - - -- i i I I I I - - - GRADING DRAINGE AND ROAD NOTES: I ROAD CONNECTION —I 1. THE FOLLOWING NOTES APPLY TO SHEETS 19-23. 2. THE TRAILS SHALL BE A MINIMUM OF FIVE ) FEET IN WIDTH. TRAIL GRADES SHALL BE A 10% MAXIMUM LONGITUDINAL GRADE WITH A 2% MAXIMU CROSS- GRADE.I 1 I I I I // 3. FOR ROAD SECTIONS SEE SHEET 17 & 18. 11 1 III li I it ` ` ! // \ / / \ \ / \0 70' 20' 40' 80' j TH OF Steven W. Edwards to Cent No. 0931 U s p E ARG ti SCALE: 1"= 20' ISSUED: 05 -27 -08 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS All . W "q reserved. No part of the material pratecEed by tllia copyright (per, ideas, designs. sections or details expressed on these Platte) may be reproduced, dranged or utlked In any form or by any means, eiec Vonic or mechanical, Induding phoboopying, scanning, or by any other means of ffib ievat system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without flrst written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET y ,53/0 OF 62 STORM STRUCTURE SCHEDULE I i r l I I I r l rr I , I If l l l r I i I I , I / I I I I(I r I l l f I 1 J i TMP FUTURE INTERPARCEL ROAD I/CONNECTION I i _ I /I 32 0 10' 20' 40' 80' 49H \ \ \ \ \ 4 I I I \ p \ ` ODULA1 BLOCK \ \Q I III + _ -, \I I O 1 I I I ( / / € I --RE fAINING WALL, I I I I I C MAX HEIGHT 11 (SEE66 STRUCTURAL PLANS) I I r I I I 1 6 ' 66.58 66.58 TW=67 \ i - - - - - - $ HDP JN NNE1 WF \ I I I I I I I \ I \ 66: f DRAIN c@ 1.0% MIN.I W ROOF D `NSIIIRAi TO STORM I i I I I \I I 20' DRA GE -, , CURB I \ \ ` \ '-I I I I I "SEMEN T, TYP. \ \ l - - - 7 & ALK - - \\ \ \ i I I I \ \LOT '84 i7 - 69s5 5.0 - 54 66.8 5.00 10' SWM ACCESS a n' '"" . 13 Ey43EMENF VW - 19' -FFE 567.25\ - -- I I \ \ \ \ \ \OT 8 `J \ `- GRASS PAVE GARCON BASKET REINFORCEMENT LEVEL SPf Q €R_ FFE 565.33 OT 86 R 3 \ - Jr 3'1YB FF €$: SWM BASIN VDOT STD $p FFE 564.67 / 0 3 7 \- Bi0- FILTER #2 E C A C LA SS I 50 / BFFE 555.6 LOT 87 3.3 BFFE 5 orN 4 / 3. \ ` \ _ ' - _ RIP RAP FFE 564.00 S 'T 53. \MODULAR BLOCK 20 RAINAGE - _ _ BFFE 555.00 LOT OO O ST 3 • RETAININOWALt, -- _ I it ROOFSEN - . L 3.8 FiQ / 'TM 2.80 \ \ \ \ MAX HEIGHT 12' (SEE FFE 564.00 \STRUCTURAL 3. PLANS555.00 LOT 89 , ) FIFE \r / FE 563.33 l \.> - ` - - - - VDOT s _ - 2„ ` 1 VSTO/ 54.33 LOT \ \ 7 rG / FFE 563.33 91W \ \ W W . 2 . BFFE 554.33 / \ \ 00 + 00 / FFE 562.67 / / 13 \ r \g 2.6 / BFFE 553.67 \ OT FFE 5000 ZOT 93 BFFE 553.00 FFL=s / 562.00 LOT 94 1.47 \ . Y - RAI - CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 ITH OF Alan G. Franklin Uc. No. 35326 W tj o ~NAL CF Steven W. Edwards r Cert No. 0931 y U E A R Gti SCALE: 1"= 20' ISSUED: 05 -27 -08 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AM rights reserved. No part of the material Protected by this copyright (Plans, ideas, destgna, sections or details expressed on these puns) may be MiXodijoed, changed or utilized in any form or by any means, electronic or mechanical. including owwoomkv, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, ttrese Plans may not be assigned to a third party wkhout first written authorization of Terra Corrce*, P.C. O TERRA CONCEPTS, P.C. OF 62 SH EET-yy, SI /3 /a ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O UQ a z a O 5 W W o o z w f71 Alan G. Franklin lk No. 85326 W O L ITH OF r 'PG' ffG U f 7 Steven W. Edwards r Celt No. 0931 U SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: 1"= 20' 05 -27 -08 MEK 2007 -00065 1. 08-29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. AM rights reserved. No part of the material protected by this CoPYrW (plans, ideas, designs, sections or detaNs expressed on these piens) may be reproduoed, Changed or utiNzed in any form or by any means, electronic or mechanical, inducting photocopying, scanning, or by any other means of retrievai system wfthwrt whiten pwffftWon from Terra Conoepts, P.C. Also, these Plans may not be assigned to a third Party wf txx4 brat wnlft authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET 5-//30 OF 62 g 1 Owl I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a o A oc sz W >aQo TH OF D r 2 v Alan G. Franklin Lic. No. 35326 W NAL 1,TH OF PIIP cry Steven W. Edwards r' Ceit No. 0931 y U C9 PE AR SCALE: P = 20' ISSUED: 05 -27 -08 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. M rights re"raed. No part of the material protected by this copyright (plans, ideas, designs, sections or details eMessed on these plans) may be reproduced, changed or utilized in any form or by any means, elearoft or mechanical, inckxk p photocopying. scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without *9 written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET 3 Ar2 2 OF 62 A 0 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 - 295 -2103 i r s a TH OF G r Alan G. Franklin Lic. No. 35326 W J, 1 ONA L j,TH OF Gj v r Steven W. Edwards r Cut No. 0931 U c9 P ARGtiE SCALE: I" = 20' ISSUED: 05 -27 -08 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: 1. 08- 29- 08,ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19-09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the materiel protected by this copyright (plans, kWm designs, sections or details expressed on than plans) may be reproduced, ganged or usized in any form or by any means, electronic or mechanical, irrclimift phot000pykV, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party W*wut first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET iy til s i3j OF 62 5) loll) CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 C) a T4 0 4 w a A a w e.1,'TH OF Gt r Alan G. Franklin Ik No. 35326 w O W IO EEO~NAL TH OF G I,p cry Steven W. Fdvvards r Celt No. 0931 V PE A B SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: 1 =50' 05 -27 -08 MOS 2007 -00065 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the materiel protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET.y s13,(r OF 62 g L,WWI V I i _ z ... r __.... ._......Length of o landve a!nra 200 ftYS Undeveloped woods 2 Calculat ,._ 155 0 1ratTseparatecorfeach .-ground cover condition ,ondit no along the flw9ngo path s y 3a a ti i V F l ySriJ4Z w i r M CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 KEY w j E- 1 a W o a U TH or P Alan G. Franklin Uc. No. 35326 w IO NA L ptiTH Op' Steven W. Edwards r Celt No. 0931 F' I U C9 p E A R G ti j SCALE: P = 100' ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 1 10- 24 -08, ACSA /COUNTY/ VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET OF 62 p a xis ;r w Table 6: Sump Inlet Design Table INLETS IN SUMP DESIGN CURB SPREAD AND INLET SPREAD AND DEPTH Intensity 4.00 A18 intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 0.55 0.061 0.061 5.00 6.67 0.40 1 0.40 581.91 561.48 Mannings Coefficient, n is 0.013 1.39 15 7.60 3.42 0.15 A18 A17 A16 A17 A16 A15 0.35 0.00 0.05 0.40 0.00 0.85 0.140 0.000 0.043 0.201 0.255 0.342 5.15 5.19 5.42 6.62 6.60 6.53 0.93 0.00 0.28 Inlet 561.38 560.25 557.75 560.35 557.85 556.87 18.10 86.30 59.20 Hydrology 5.69 2.78 1.49 15 15 15 Curb and Gutter 7.73 6.31 5.50 0.04 0.23 0.18 includes roof 7 includes roof 8 A15 Inlet 0.09 0.85 0.077 0.539 5.60 6.47 0.50 3.49 556.77 554.65 113.60 0.013 1.87 15 8.82 6.86 0.28 includes; A15-1 A14 A13 0.23 0.75 0.173 0.847 5.87 O 1.10 C 554.55 552.64 114.70 0.013 1.67 15 8.34 7.29 0.26 includes A14-1 A13 Al2 0.16 0.75 N U 6.14 6.31 0.76 6.10 549.64 547.35 83.20 0.013 2.75 15 10.72 9.01 0.15 N o All 0.00 W 0.000 2.113 6.29 6.26 0.00 13.23 547.25 545.00 171.80 0.013 1.31 24 25.89 8.34 0.34 includes D1 All A10 0.00 1 0.00 x 3.450 ii 6.17 y 21.27 544.90 t a Of a E 0.75 30 35.56 7.56 0.33 C'1 C7 C7 vi w n 0.00 0.000 3.450 H ui 6 20.95 543.40 34.80 0.013 0.75 LEFT 0.30 0.40 0.120 0.48 1 0.00 0.48 1 0.0580 0.0500 2.0 0.0830 1.6600 1.62 1.00 7.04 6.05 0.00 20.88 543.30 542.73 76.30 RIGHT 0.05 0.55 0.028 0.11 0.00 0.11 0.0164 0.0500 2.0 1 0.0830 1.6600 1 1.18 1.0 0.104 3.554 7.21 carryover from A19 A18 M2C 4.0 542.41 29.50 Qt @ 1= h1hr = 1.0 0.75 30 35.42 7.59 0.06 A7 0.30 1 0.005 1 2.97 0.080 4.525 7.28 5.99 0.48 27.11 542.31 541.78 70.90 0.013 0.75 30 35.46 8.00 0.15 includes B1 All A5 0.00 0.00 0.000 5.733 7.42 5.95 0.00 34.13 541.68 541.09 79.00 0.013 0.75 30 35.45 8.28 carryover from A16ALL0.09 10-8510.0771 0.31 0.00 0.31 10.85 0.0200 5.903 7.58 5.91 1.01 134.91 A15 DI-2A 2.0 0.013 1.02 Qt @1=6 S it = 0.5 41.33 9.40 0.06 A4 A3 0.30 0.32 1 0.005 5.73 7.64 5.90 1.06 35.88 540.56 539.10 27.20 0.013 5.37 30 95.03 9.48 0.05 A3 A2 0.00 0.00 0.000 6.083 7.69 5.89 0.00 35.81 539.00 529.00 65.46 0.013 15.28 30 160.32 27.77 0.04 ALL 1 0.23 10.75 10 .173 0.69 1 0.00 0.69 6.083 0.0200 5.88 0.00 35.75 528.90 528.00 A14 Ill 4.0 30 61.91 Qt @ 1= 6.5 Mr =1 0.37 0.006 7.90 A15-1 A15 0.15 0.80 0.120 0.120 5.00 6.67 0.80 0.80 557.63 556.87 44.00 0.013 1.73 15 8.49 4.36 0.00 ALL 1 0.16 10.76 10.1201 0.48 1 0.00 0.48 0.0200 A13 DI-2A 4.0 A14-1 Qt @ 1= 6.5 11 =0.8 0.85 0.136 0.136 5.00 6.67 0.91 0.91 0.34 1 0.005 1 6.39 0.013 2.33 15 9.86 LEFT 0.08 0.85 0.068MM 0.27 0.0010 0.0200 2.0 0.0830 4.1500 4.93 0.89 RIGHT 0.12 0.80 0.096 0.40 1 0.0010 1 0.0200 1 2.0 0.0830 4.1500 8.31 0.80 5.00 6.67 0.32 carryover from A7 A5 Dli 6.0 0.013 1.53 Qt @ I = 6.5 in/hr =1.1 3.92 0.38 A6-8 A6-7 0.23 0.45 0.35 0.005 6.76 6.54 0.68 0.99 567.55 LEFT 0.21 10.60 10.1261 0.50 1 0.04 0.55 1 0.0010 0.0200 2.0 1 0.0830 1 4.1500 7.45 0.72 0.10 0.45 0.045 0.197 5.55 6.49 0.29 RICH 0.09 10.60 10.0541 0.22 1 0.00 0.22 1 0.0010 0.0200 2.0 0.0830 4.1500 4.23 0.94 A6.6 A6-5 0.30 carryover from All A4 DF 2CC 6.0 6.37 0.86 Qt @ I = 6.5 Mr =1.2 561.20 146.10 0.013 1.98 15 9.10 6.27 0.35 0.005 6.00 A6-4 0.31 0.60 0.186 Lt f 0.18 0.45 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0830 7 15000.88 10.75 15 21.18 12.86 0.05 A6-4 A6-3 0.16 1 0.45 0.072 0.653 6.35 0.0010 0.0200 2.0 0.0830 1500 2.51 1.00 1.57 15 8.09 A6-8 D 2A 2.0 A6-2 0.00 Qt @ I = 6.5 in/hr =0.7 0.653 6.57 1 6.18 0.00 4.03 555.50 553.10 0.35 0.005 7.17 15 7.95 6.63 0.40 A6 2 A6-1 0.28 0.55 0.154 0.807 6.97 6.07 0.94 4.90 553.00 548.10 156.50 0.013 4,41 15 13.56 10.39 0.25 A6-1 A6 0.73 0.551 0.402 1.208 7.22 6.01 2.41 7.26 ALL 0.41 0.70 0.287 1.15 0.00 1.15 15 0.0200 14.48 0.05 C2 M2C 4.0 Qt @ I = 6.5 in/hr =1.9 0.37 0.006 8.14 Pipe run: B B5 B4 0.13 1 0.85 0.111 0.111 5.00 6.67 0.74 0.74 556.81 556.16 35.50 0.013 1.83 1 15 8.74 4.53 0.13 64 B3 0.08 1 0.85 0.068 0.179 5.13 6.62 0.45 1.18 556.06 553.50 81.40 carryover from D1ALL0.43 0.75 10.3231 1.29 0.22 0.0200 B3 B2 0.14 0.80 0.112 Cl M2A 10.0 0.73 2.43 Qt I = 6.5 Mr =2.1 110.90 0.013 1.44 15 7.76 5.66 0.33 0.37 0.006 1 8.25 0.17 0.80 0.136 0.643 5.68 6.45 0.88 4.14 551.70 549.65 106.10 0.013 1.93 15 8.98 7.18 0.25 includes B2 -1 ALL 0.20 0.80 10.1601 0.64 0.00 0.64 0.891 0.0200 6.37 0.87 5.68 549.55 547.19 C2 -1 DE2A 2.0 15 12.81 at @ I = 6.5 Mr =1.0 includes B1 -1 0.34 1 0.005 6.75 83.1 133 0.10 1 0.80 0.080 0.080 5.00 6.67 0.53 0.53 554.15 553.50 29.50 0.013 2.20 1 15 9.59 4.21 0.12 ALL 1 0.28 10.75 10.2101 0.84 1 1 0.0200 CIA DI.2A 2.0 B2 -1 B2 Qt C 1= 6.5 in/hr =1.4 0.136 0.136 5.00 6.67 0.91 0.91 552.20 0.37 0.006 8.09 1.36 15 7.52 4.25 0.12 carryover from A14 -1ALL0.24 0.55 10.1321 0.53 1 0.00 0.53 0.0200 B1 -1 B1 0.15 0.75 IN WC 4.0 1 6.67 0.75 Qt 01= 6.5 in/hr =0.9 1 549.65 38.03 0.013 1.05 15 6.62 3.68 0.35 1 0.005 6.91 Pipe run: C C7 C6 0.19 0.40 0.076 0.076 5.00 6.67 0.51 0.51 552.75 552.25 48.80 0.013 1.02 IS ALL 1 0.12 10.70 10.0841 0.34 1 0.00 1 0.34 1 C5 0.0200 0.90 0.054 0.130 5.25 6.58 D3 M2A 2.0 gig i 11 ; 1 : Qt @ I = 6.5 irt/hr =1 0.5 1 15 6.77 3.83 0.42 includes roof 10 C5 C4 0.32 0.005 5.73 0.195 5.66 6.45 0.42 LEFT 0.04 1 0.75 1 0.0301 0.12 1 0.05 0.17 1 0.0010 0.0200 2.0 0.0830 4.1500 3.38 0.98 C4 C3 0.06 0.90 0.054 0.249 5.76 RIGHT 0.04 0.85 0.034 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0830 4.1500 2.75 1.00 0.29 includes roof 11 C3 carryover from 02 D2 -1 Dil 2.0 0.303 6.05 Qt Q I = 6.5 iNhr =0.5 1.92 549.00 546.88 72.30 0.013 2.93 15 0.32 0.005 5.73 includes roof 12 C2 C1 0.41 Lf T 0.06 0.45 0.027 =0.280.00 0.11 0.0164 0.0500 2.0 0.0830 1.6600 1.18 1.00 0.75 15 5.60 5.13 0.38 includes C,2 -1 Cl RIGHT 0.14 0.50 0.070 0.28 0.0725 1 0.0500 1 2.0 1 0.0830 1 1.6600 1,30 T 1.00 79.757inlat 1.00 longitudinal approach E15 1311-2A 2.0 includes CIAQt@I = 6.5 atlhr =0.6 0.34 grades on both sides of L13-7 1 0.07 1 0.65 0.046 0.18 1 0.04 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 4.23 0.94 1.07 1.07 547.75 547.30 90.00 0.013 0.50R1GFfT0.05 1 0.85 0.033 0.13 0.01 0.14 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 2.75 1.00 carryover from ES and E4 E5 MA 2.0 Qt @ I = 6.5 in/hr =0.6 C1 -2 C1 -1 0.06 0.900.34 1 0.005 6.47 6.67 0.36 1 0.36 552.80LEFr0.13 10-5010.0651 0.26 1 0.00 0.26 0.0157 0.0500 2 0.0830 1.6600 1.84 1.00 0.28 0.75 0.210 0.264 5.40 6.54 1.37RIGHT0.06 0.45 0. 027 0.11 0.00 0.11 0.0725 0.0500 2.0 0.0830 i.66o0 0.89 1 longitudinal approach E141 D1 2.0 Qt I = 6.5 Nhr =O.s 0.34 0.005 6.47 grades on both sides of ining 10A a D5 0.72 0.45 0.324 0.324 5.00 6.67 1 2.16 2.16 1 561.00 557.90 26.40 0.013 11.74 15 1 22.14 11.79 carryover from F3ALL0.13 0.80 0.104 0.42 0.03 0.45 0.00 0.0200 0.324 5.04 6.65 0.00 2.16 F2 Ill 1 2.0 0.013 8.91 Qt @ 1= 6.5 nlhr =0.7 10.61 0.07 D4 M 0.24 0.55 0.35 0.005 7.17 6.63 0.88 5.10 549.83 LET 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2. 1 0.0830 1 4.1500 1 1.92 1.00 0.12 0.14 0.08 0.70 0.75 0.75 0.084 0.105 0.060 0.917 1.086 1.146 5.28 5.38 5.47 6.57 6.54 1 6.51 0.55 0.69 0.39RIGHT10.03 10.80 10.0241 0.10 1 0.05 0.14 0.0010 0.0200 2.0 0.0830 1 4.1500 2.75 1.00 carryover f rom Fl A 1=9 2A 3.0 Si 6 i = 6.5 iNh =0.4 0.31 0.005 4.93 134-1 0.47 0.40 0.188 0.251 5.00 6.67 1.25 1.67 557,83 556.83 98.50 0.013 1.02 15 6.51 4.51 0.36 ALL 0.12 0.60 0.072 0.29 0.00 0.29 1 0.0200 5.36 6.55 0.00 1.64 553.00 G2 MA 2.0 12.33 15 Qt @ I = 6.5 iNhr =0.5 0.04 0.32 0.005 1 5.73 02 -1 D2 0.08 0.80 0.064 0.064 0.00 9.08 0.58 0.58 552.10 548.77 1 45.52 1 0.013 1 7.32 1 15 17.47 1 6.98 0.11 ALL 0.05 10.85 10.0431 0.17 1 0.00 0.17 0.0200 H2 r D1.2A 2.0 Pipe run: E Qt @ I = 6.5 iNhr =0.3 0.20 10.50 0.100 0.100 5.00 6.67 0.67 0.29 0.004 4.07 43.10 0.013 0.70 15 5.39 3.13 0.23 E14 E13 0.00 0.00 0.000 0.195 5.23 6.59 0.00 1.28 561.17 560.25 87.70 0.013 1.05 15 6.62 4.32 0.34 includes E141 E13 E12 0.05 1 0.60 0.030 0.453 5.57 6.48 ALL 1 0.09 10.85 10.0771 0.31 1 0.00 0.31 0.013 0.0500 1 1 1 5.69 0.21 includes El 3-1 & roof 1 H1 MA 2.0 10.70 0.007 Qt @ I = 6.5 ini =0.5 6.42 0.04 5.67 569.14 555.96 132.40 0.013 0.26 0.004 2.29 8.50 0.26 includes G1 & H1 El LIST 0.06 0.85 0.051 0.20 0.02 0.22 0.0010 0.0200 1 2.0 1 0.0830 4.1500 4.23 0.94 112.40 0.013 1.74 18 13.87 7.94 0.24 RIGFIT 0.13 0.80 0.104 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 6.49 0.79 553.80 550.00 108.50 carryover from 0 13-1 M2C 6.0 10.84 0.17 Qt 1= 6.5 in/hr =1.0 EB 0.17 0.80 0.136 1.504 6.44 6.22 0.34 1 0.005 6.35 548.90 29.40 0.013 3.40 LET 1 0.22 10.55 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 6.99 0.75 6.48 6.63 6.76 6.84 6.91 6.96 6.21 6.17 6.13 6.11 6.09 6.08 1.54 0.69 0.55 0.48 0.50 027 10.87 12.14 13.22 13.65 18.86 19.09 548.80 546.96 544.39 1 542.78 541.95 541.10 547.06 544.49 542.88 542.05 541.20 534.00 84.50 83.80 52.00 39.80 35.30 88.50RKiT0.06 10.85 10.0511 0.20 1 0.03 0.24 0.0010 0.0200 2.0 0.0830 1 4.1500 4.53 0.92 0.000 3.142 7.04 carryover from 14 B F DI.2C 6.0 529.00 44.00Qt@I = 6.5 Nhr =1.2 24 48.23 14.50 0.050.35 0.005 7.17 154-6 64-5 0.19 carryover from N5ALL10.29 10.80 10.2321 0.93 1 0.04 0.97 1.21 0.0200 561.10 557.10 33.40 0.013 11.98 N4 DI-2A 6.0 0.05 Qt @ I = 6.5 Nhr =1.6 0.17 1 0.60 0.102 1 0.235 0.05 9.04 0.92 0.38 0.006 8.68 84.50 0.013 1.66 15 8.31 5.73 0.25 154-4 Ill 0.00 0.00 0.000 0.235 0.30 8.87 0.00 2.09 555.50 552.10 138.20 0.013 2.46 15 10.13 6.69 0.34 154-3 E4-2 0.29 0.55 0.160 0.395 0.64 8.65 ALL 1 0.06 10.75 10.0451 0.18 0.00 0.18 1 0.0307 15 10.76 7.94 0.37 N3 Dil 2.0 0.55 0.385 Qt @ 1= 6.5 irdhr =0.3 8.43 3.24 6.57 547.00 546.10 30.00 0.013 0.27 0.004 2.65 9.56 0.05 E4-1 E4 0.00 0.00 0.000 0.780 1.07 8.40 0.00 6.55 546.00 542.05 70.70 0.013 5.59 15 15.27 12.15 0.10 ALL 0.30 0.80 10.2401 0.96 1 0.00 0.96 1 0.0281 E14-1 E14 0.19 0.50 0.095 N2 F DI-2A 2.0 0.63 0.63 Qt @ 1= 6.5 inlhr =1.6 26.30 0.013 12.55 15 22.88 8.42 0.05 0.40 0.006 7.22 LEFT 1 0.19 10.75 10.1431 0.57 1 0.00 0.57 0.0010 0.0200 2.0 0.0830 1 4.1500 7.70 0.99 El 3-1 E13 0.05 0.60 RIGHT 1 0.11 10.7010.0771 0.31 1 0.01 0.32 0.0010 0.0200 2.0 0.0830 1 4.1500 5.55 1.00 15 9.14 4.69 03 M2C 6.0 Qt @ I = 6.5 Nhr =1.4 1 0.32 0.005 7.88 A Table 7: Grade Inlet Design Table Table 8: Pipe Design Table PIPE DESIGN TABLE n = 0.025 for CIUP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe m F 3 m E w a) U 0 m 3 0 ,: £ rn E a E Ill p S C 3 O 01 V E m _m m E° c .5 9t c m E o E a ' p $ ° o fi W 4 LL m ~ a4 t° io Q Q ci `° c v n E m > > o mtoWd . U U - _ (7 f7 3 c to D LL > LL tYPiperun: A U v A19 A18 0.11 0.55 0.061 0.061 5.00 6.67 0.40 1 0.40 581.91 561.48 31.03 0.013 1.39 15 7.60 3.42 0.15 A18 A17 A16 A17 A16 A15 0.35 0.00 0.05 0.40 0.00 0.85 0.140 0.000 0.043 0.201 0.255 0.342 5.15 5.19 5.42 6.62 6.60 6.53 0.93 0.00 0.28 1.33 1.68 2.23 561.38 560.25 557.75 560.35 557.85 556.87 18.10 86.30 59.20 0.013 0.013 0.013 5.69 2.78 1.49 15 15 15 15.41 10.77 7.88 7.73 6.31 5.50 0.04 0.23 0.18 includes roof 7 includes roof 8 A15 A14 0.09 0.85 0.077 0.539 5.60 6.47 0.50 3.49 556.77 554.65 113.60 0.013 1.87 15 8.82 6.86 0.28 includes; A15-1 A14 A13 0.23 0.75 0.173 0.847 5.87 6.39 1.10 5.41 554.55 552.64 114.70 0.013 1.67 15 8.34 7.29 0.26 includes A14-1 A13 Al2 0.16 0.75 0.120 0.967 6.14 6.31 0.76 6.10 549.64 547.35 83.20 0.013 2.75 15 10.72 9.01 0.15 Al2 All 0.00 1 0.00 0.000 2.113 6.29 6.26 0.00 13.23 547.25 545.00 171.80 0.013 1.31 24 25.89 8.34 0.34 includes D1 All A10 0.00 1 0.00 0.000 3.450 6.63 6.17 0.00 21.27 544.90 543.76 151.70 0.013 0.75 30 35.56 7.56 0.33 includes Cl A10 A9 0.00 0.00 0.000 3.450 6.97 6.07 0.00 20.95 543.66 543.40 34.80 0.013 0.75 30 35.45 7.58 0.08 A9 A8 0.00 0.00 0.000 1 3.450 7.04 6.05 0.00 20.88 543.30 542.73 76.30 0.013 0.75 1 30 35.45 7.56 0.17 A8 A7 0.13 0.80 0.104 3.554 7.21 6.01 0.62 21.35 542.63 542.41 29.50 0.013 0.75 30 35.42 7.59 0.06 A7 A6 0.10 0.80 0.080 4.525 7.28 5.99 0.48 27.11 542.31 541.78 70.90 0.013 0.75 30 35.46 8.00 0.15 includes B1 All A5 0.00 0.00 0.000 5.733 7.42 5.95 0.00 34.13 541.68 541.09 79.00 0.013 0.75 30 35.45 8.28 0.16 includes A6-1 A5 A4 0.20 10.85 0.170 5.903 7.58 5.91 1.01 134.91 540.99 540.68 32.50 0.013 1.02 30 41.33 9.40 0.06 A4 A3 0.30 0.60 0.180 1 6.083 7.64 5.90 1.06 35.88 540.56 539.10 27.20 0.013 5.37 30 95.03 9.48 0.05 A3 A2 0.00 0.00 0.000 6.083 7.69 5.89 0.00 35.81 539.00 529.00 65.46 0.013 15.28 30 160.32 27.77 0.04 A2 Al 0.00 0.00 0.000 6.083 7.73 5.88 0.00 35.75 528.90 528.00 39.50 0.013 2.28 30 61.91 13.16 0.05 A15-1 A15 0.15 0.80 0.120 0.120 5.00 6.67 0.80 0.80 557.63 556.87 44.00 0.013 1.73 15 8.49 4.36 0.00 A14-1 A14 0.16 0.85 0.136 0.136 5.00 6.67 0.91 0.91 555.67 554.65 43.80 0.013 2.33 15 9.86 5.25 0.14 A6-9 A6-8 0.08 0.60 0.048 0.048 5.00 6.67 0.32 0.32 569.00 567.65 88.50 0.013 1.53 15 7.98 3.92 0.38 A6-8 A6-7 0.23 0.45 0.104 0.152 5.38 6.54 0.68 0.99 567.55 566.60 52.30 0.013 1.82 15 8.71 5.11 0.17 A6-7 A6-6 0.10 0.45 0.045 0.197 5.55 6.49 0.29 1.27 566.50 564.20 1 122.10 0.013 1.88 15 8.87 5.53 0.37 A6.6 A6-5 0.30 0.45 0.135 0.332 5.91 6.37 0.86 2.11 564.10 561.20 146.10 0.013 1.98 15 9.10 6.27 0.39 A6.5 A6-4 0.31 0.60 0.186 0.518 6.30 6.26 1.16 3.24 561.10 557.10 37.20 0.013 10.75 15 21.18 12.86 0.05 A6-4 A6-3 0.16 1 0.45 0.072 0.653 6.35 1 6.25 0.45 4.08 557.00 555.60 89.20 0.013 1.57 15 8.09 6.71 0.22 includes roof 6 A6-3 A6-2 0.00 0.00 0.000 0.653 6.57 1 6.18 0.00 4.03 555.50 553.10 158.40 0.013 1.52 15 7.95 6.63 0.40 A6 2 A6-1 0.28 0.55 0.154 0.807 6.97 6.07 0.94 4.90 553.00 548.10 156.50 0.013 4,41 15 13.56 10.39 0.25 A6-1 A6 0.73 0.551 0.402 1.208 7.22 6.01 2.41 7.26 546.00 542.58 42.50 0.013 8.05 15 18.32 14.48 0.05 Pipe run: B B5 B4 0.13 1 0.85 0.111 0.111 5.00 6.67 0.74 0.74 556.81 556.16 35.50 0.013 1.83 1 15 8.74 4.53 0.13 64 B3 0.08 1 0.85 0.068 0.179 5.13 6.62 0.45 1.18 556.06 553.50 81.40 0.013 3.14 15 11.46 6.10 0.22 B3 B2 0.14 0.80 0.112 0.371 5.35 6.55 0.73 2.43 553.40 551.80 110.90 0.013 1.44 15 7.76 5.66 0.33 includes B3-1 B2 61 0.17 0.80 0.136 0.643 5.68 6.45 0.88 4.14 551.70 549.65 106.10 0.013 1.93 15 8.98 7.18 0.25 includes B2 -1 B1 A7 0.17 0.80 0.136 0.891 5.93 6.37 0.87 5.68 549.55 547.19 60.00 0.013 3.93 15 12.81 10.30 0.10 includes B1 -1 83.1 133 0.10 1 0.80 0.080 0.080 5.00 6.67 0.53 0.53 554.15 553.50 29.50 0.013 2.20 1 15 9.59 4.21 0.12 B2 -1 B2 0.17 0.80 0.136 0.136 5.00 6.67 0.91 0.91 552.20 551.80 29.50 0.013 1.36 15 7.52 4.25 0.12 B1 -1 B1 0.15 0.75 0.113 1 0.113 5.00 1 6.67 0.75 0.75 1 550.05 1 549.65 38.03 0.013 1.05 15 6.62 3.68 0.17 Pipe run: C C7 C6 0.19 0.40 0.076 0.076 5.00 6.67 0.51 0.51 552.75 552.25 48.80 0.013 1.02 IS 6.54 3.31 0.25 C6 C5 0.06 0.90 0.054 0.130 5.25 6.58 0.36 0.86 552.15 551.10 95.60 0.013 1.10 15 6.77 3.83 0.42 includes roof 10 C5 C4 0.10 0.65 0.065 0.195 5.66 6.45 0.42 1.26 551.00 550.10 33.00 0.013 2.73 15 10.67 5.89 0.09 C4 C3 0.06 0.90 0.054 0.249 5.76 6.42 0.35 1.60 550.00 549.10 81.30 0.013 1.11 15 6.80 4.61 0.29 includes roof 11 C3 C2 0.06 0.90 0.054 0.303 6.05 6.33 0.34 1.92 549.00 546.88 72.30 0.013 2.93 15 11.06 4.23 0.28 includes roof 12 C2 C1 0.41 0.70 0.287 0.750 6.33 6.25 1.79 4.69 546.78 545.90 117.00 0.013 0.75 15 5.60 5.13 0.38 includes C,2 -1 Cl All 0.43 0.75 0.323 1.337 6.71 6.14 1.98 8.21 545.80 545.00 79.75 0.013 1.00 18 10.52 6.63 0.20 includes CIA C2 -1 C2 0.20 0.80 0.160 0.160 5.00 6.67 1.07 1.07 547.75 547.30 90.00 0.013 0.50 15 4.57 3.09 0.49 C1 -2 C1 -1 0.06 0.90 0.054 1 0.054 5.00 6.67 0.36 1 0.36 552.80 549.80 102.70 0.013 2.92 15 11.04 4.33 0.40 includes roof 9 CIA C1 0.28 0.75 0.210 0.264 5.40 6.54 1.37 1.73 549.70 549.00 70.20 0.013 1.00 15 6.45 4.53 0.26 Pipe run: D D6 D5 0.72 0.45 0.324 0.324 5.00 6.67 1 2.16 2.16 1 561.00 557.90 26.40 0.013 11.74 15 1 22.14 11.79 0.04 D5 134 0.00 0.00 0.000 0.324 5.04 6.65 0.00 2.16 554.00 549.93 45.70 0.013 8.91 15 19.28 10.61 0.07 D4 M 0.24 0.55 0.132 0.770 5.11 6.63 0.88 5.10 549.83 549.23 59.50 0.013 1.01 18 10.55 5.87 0.17 includes 134-1 & roof 4 D3 D2 D1 D2 IN Al2 0.12 0.14 0.08 0.70 0.75 0.75 0.084 0.105 0.060 0.917 1.086 1.146 5.28 5.38 5.47 6.57 6.54 1 6.51 0.55 0.69 0.39 6.03 7.10 7.46 549.13 548.67 548.22 548.77 548.32 1 547.35 35.90 36.50 13.80 0.013 0.013 0.013 1.00 0.99 6.30 18 18 18 10.52 10.43 1 26.37 6.02 6.40 12.84 0.10 0.09 0.02 includes roof 5 includes D2 -1 134-2 134-1 0.47 0.40 0.188 0.251 5.00 6.67 1.25 1.67 557,83 556.83 98.50 0.013 1.02 15 6.51 4.51 0.36 includes roof 3 D4-1 D4 0.00 0.00 0.000 0.251 5.36 6.55 0.00 1.64 553.00 549.93 24.90 0.013 12.33 15 22.68 11.36 0.04 02 -1 D2 0.08 0.80 0.064 0.064 0.00 9.08 0.58 0.58 552.10 548.77 1 45.52 1 0.013 1 7.32 1 15 17.47 1 6.98 0.11 Pipe run: E E16 E14 0.20 10.50 0.100 0.100 5.00 6.67 0.67 0.67 561.57 561.27 43.10 0.013 0.70 15 5.39 3.13 0.23 E14 E13 0.00 0.00 0.000 0.195 5.23 6.59 0.00 1.28 561.17 560.25 87.70 0.013 1.05 15 6.62 4.32 0.34 includes E141 E13 E12 0.05 1 0.60 0.030 0.453 5.57 6.48 0.19 2.94 560.15 559.24 70.50 0.013 1.29 15 7.34 5.69 0.21 includes El 3-1 & roof 1 E12 Ell 0.01 10.70 0.007 0.884 5.77 6.42 0.04 5.67 569.14 555.96 132.40 0.013 2.40 15 10.01 8.50 0.26 includes G1 & H1 El E10 0.18 0.75 0.135 1.272 6.03 6.34 0.86 8.06 555.86 553.90 112.40 0.013 1.74 18 13.87 7.94 0.24 includes F1 E10 E9 0.12 0.80 0.096 1 1.368 6.27 6.27 0.60 8.57 553.80 550.00 108.50 0.013 3.50 18 19.66 10.84 0.17 E9 EB 0.17 0.80 0.136 1.504 6.44 6.22 0.85 9.35 549.90 548.90 29.40 0.013 3.40 18 19.37 10.85 0.05 ES E7 B E5 E4 E3 ET ES E5 E4 E3 E2 0.31 0.15 1 0.12 0.12 0.11 0.05 0.80 0.75 0.75 0.65 0.75 0.90 0148 0.113 0.090 0.078 0.083 0.045 1.752 1.969 2.157 2.235 3.097 3.142 6.48 6.63 6.76 6.84 6.91 6.96 6.21 6.17 6.13 6.11 6.09 6.08 1.54 0.69 0.55 0.48 0.50 027 10.87 12.14 13.22 13.65 18.86 19.09 548.80 546.96 544.39 1 542.78 541.95 541.10 547.06 544.49 542.88 542.05 541.20 534.00 84.50 83.80 52.00 39.80 35.30 88.50 0.013 0.013 0.013 0.013 0.013 0.013 2.06 2.95 2.90 1.83 2.12 8.21 18 18 18 18 24 24 15.07 18.03 17.90 14.23 32.97 64.81 9.37 10.99 11.10 9.17 1 10.93 18.00 0.15 0.13 0.08 0.07 0.05 0.08 includes E7 -1 includes B5-1 includes 1541 E2 E1 0.00 0.00 0.000 3.142 7.04 6.05 0.00 19.02 531.00 529.00 44.00 0.013 4.55 24 48.23 14.50 0.05 154-6 64-5 0.19 0.70 0.133 0.133 0.00 9.08 1.21 1.21 561.10 557.10 33.40 0.013 11.98 15 22.36 10.35 0.05 E45 154-4 0.17 1 0.60 0.102 1 0.235 0.05 9.04 0.92 2.12 557.00 555.60 84.50 0.013 1.66 15 8.31 5.73 0.25 154-4 Ill 0.00 0.00 0.000 0.235 0.30 8.87 0.00 2.09 555.50 552.10 138.20 0.013 2.46 15 10.13 6.69 0.34 154-3 E4-2 0.29 0.55 0.160 0.395 0.64 8.65 1.38 3.41 552.00 1 547.10 176.70 0.013 2.77 15 10.76 7.94 0.37 154-2 E4-1 0.70 0.55 0.385 0.780 1.01 8.43 3.24 6.57 547.00 546.10 30.00 0.013 3.00 15 11.19 9.56 0.05 E4-1 E4 0.00 0.00 0.000 0.780 1.07 8.40 0.00 6.55 546.00 542.05 70.70 0.013 5.59 15 15.27 12.15 0.10 E14-1 E14 0.19 0.50 0.095 0.095 5.00 6.67 0.63 0.63 564.57 561.27 26.30 0.013 12.55 15 22.88 8.42 0.05 El 3-1 E13 0.05 0.60 0.030 0.129 5.00 6.67 010 0.86 560.65 560.25 20.00 0.013 2.00 15 9.14 4.69 0.07 includes roof 2 E7 -1 E7 0.14 0.75 0.105 0.105 5.00 6.67 0.70 0.70 547.56 547.06 29.50 0.013 1.69 15 8.41 4.28 0.11 ES-1 E6 0.13 0.75 0.098 0.098 5.00 6.67 0.65 0.65 1 544.97 544.49 29.90 0.013 1.61 15 8.18 4.22 0.12 Pipe run: F F3 F2 0.13 0.75 0.098 0.098 5.00 6.67 0.65 0.65 558.44 1 557.13 66.30 11 0.013 1.98 15 9.08 4.50 0.25 F2 F1 F1 Ell 0.13 0.06 0.80 0.85 0.104 0.051 0.202 0.253 5.25 5.31 6.58 6.56 0.68 0.33 1.33 1.66 557.03 1 556.35 556.45 555.96 22.70 36.90 0.013 0.013 2.56 1.06 15 15 10.33 6.64 5.93 4.63 0.06 0.13 includes Fi -1 Ill F1 -1 0.08 0.85 0.068 0.068 1 0.00 9.08 0.62 1 0.62 557.01 556.76 35.50 0.013 0.70 15 5.42 3.05 0.19 F1 -1 F1 0.12 0.80 0.096 0.164 1 0.19 1 8.94 0.86 1.47 556.66 556.45 27.65 1 0.013 1 0.76 1 15 5.63 3.97 1 0.12 Pipe run: G G3 G2 0.28 0.80 0.224 0.224 5.00 6.67 1.49 1.49 564.10 562.95 37.50 0.013 3.07 15 11.31 6.64 0.09 G2 G1 0.12 0.60 0.072 0.296 5.09 6.63 0.48 1.96 562.85 560.19 96.25 0.013 2.76 15 10.74 6.76 0.24 G1 A7 0.01 0.90 0.009 0.305 5.33 6.56 0.06 2.00 560.09 559.24 36.50 0.013 2.33 15 9.86 6.40 0.10 Pipe nun: H H2 H1 1 0.05 0.85 0.043 1 0.043 5.00 1 6.67 0.28 1 0.28 564.17 1 559.77 1 59.50 1 0.013 1 7.39 1 15 17.57 5.19 0.19 H1 A7 1 0.09 1 0.851 0.077 1 0.119 1 5.19 1 6.60 1 0.51 1 0.79 559.67 559.24 1 9.00 0.013 1 4.78 1 15 14.12 6.27 1 0.02 Pipe run: l 15 14 D 14 13 12 0.28 017 0.11 0.60 0.60 0.80 0.168 0.102 0.088 0.168 0.270 0.358 5.00 5.27 5.34 6.67 6.58 6.55 1.12 0.67 0.58 1.12 1.78 2.35 542.50 541.35 536.45 541.45 540.55 532.90 72.60 29.40 33.16 0.013 0.013 0.013 145 2.72 10.71 15 15 15 7.77 10.66 21.14 4.56 6.65 9.58 0.27 0.07 0.06 12 11 0.00 0.00 0.000 0.358 5.40 6.54 0.00 2.34 529.00 528.00 17.17 0.013 5.82 15 15.59 9.52 0.03 13-1 a 1 0.19 1 0.85 0.162 0.162 1 5.00 1 6.67 1.08 1 1.08 542.50 t 540.55 1 72.64 1 0.013 1 2.68 15 10.58 5.59 0.22 Pipe run: N N8 N7 0.22 0.651 0.143 0.143 5.00 6.67 0.95 1 0.95 535.75 534.49 30.30 0.013 4.16 15 13.17 1 6.58 0.08 N7 N6 0.16 0.60 0.096 0.239 5.08 6.64 0.64 1.59 534.39 531.10 89.80 0.013 3.66 15 12.36 7.08 0.21 1%N5 0.09 0.75 0.068 0.307 5.29 6.57 0.44 2.01 531.00 530.56 52.00 0.013 0.85 15 5.94 4.43 0.20 includes N8-1 N5 N4 0.11 0.75 0.083 0.389 5.48 6.51 0.54 2.53 530.46 528.91 108.00 0.013 1.44 15 7.74 5.73 0.31 N4 N3 0.29 0.80 0.232 0.621 5.80 6.41 1.49 3.98 528.81 528.58 45.50 0.013 0.51 18 7.47 4.25 0.18 N3 N2 0.06 0.751 0.045 0.666 5.98 6.36 0.29 4.23 528.48 527.99 98.00 0.013 0.50 18 7.43 4.27 0.38 N2 Ni 0.30 0.801 0.240 0.906 6.36 6.24 1.50 5.66 527.89 527.50 77.00 0.013 0.51 18 7.48 4.68 0.27 Ill NS 0.15 0.70 0.105 0.105 5.00 6.67 1 0.70 0.70 532.00 531.10 114.54 0.013 0.79 15 5.73 3.27 0.58 Pipe run: O 04 03 1.31 0.40 0.524 1.874 15.53 1 4.47 2.34 8.39 528.00 524.77 27.40 0.013 11.79 18 36.07 7.66 0.06 includes P1 03 02 02 01 0.19 0.05 0.75 0.85 0.143 0.043 2.017 2.059 15.59 15.66 4.47 4.46 0.64 0.19 9.01 9.18 524.67 524.40 524.50 524.13 30.10 21.90 0.013 0.013 0.56 1.23 18 18 7.89 11.66 7.23 12.52 0.07 0.03 includes 02 -1 02 -2 02 -1 1 0.14 1 0.70 0.098 1 0.098 5.00 6.67 0.65 0.65 526.88 526.37 30.50 0.013 1.67 15 8.35 4.81 0.11 02 -1 02 0A 1 0.85 10,094 0.192 5.11 1 6.63 0.62 1.27 526.27 1 524.50 77.10 0.013 2.30 1 15 9.79 4.95 0.26 Pipe run: P P3 I P2 1 4.50 10.301 1.3501 1.350 1 16.70 1 4.33 1 5.84 1 5.84 1 539.00 1 537.10 1 18.60 1 0.013 1 10.22 1 15 1 20.65 1 14.'0.02 P2 Pt 0.00 10.001 0.000 1 1.350 1 16.72 1 4.33 1 0.00 1 5.84 537.00 1 532.50 1 163.00 0.013 1 2.76 1 15 1 10.73 1 8.98 0.30 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a O m A o A O z w nG .Frakhn sl0 NA L LTH OF v r 7 Steven W. Edwards t Cert: No. 0931 H P E A R Gti SCALE: NTS ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. NO part of the material protected by this copyright (plans, ideas, designs, sections or detaaa expressed on these plans) may be reproduced,or utilized in any form or by any means, electron or mechanical, including photocopyi11i scanning, or by any other means of retrieval system without written permiesion from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. OF 62 SHEET 61411 540 530 570 560 550 540 580 570 560 550 540 580 570 10 +00 11 +00 STORM DRAIN 'A' (STA. 10+00 - 16 +60) SCALE: 1 " =20' H;1" =10' V 12 +00 13 +00 1 Ell 01111 15 +00 USIM1I11 SD-A'4-1 570 570 560 STA 10+43.78 550 SD- A 10 +44.09 VDO STD. DI 2B RIM 551.67 SD A7 INV. C iUT 555.67 STA 13+04.37 SD-A14 It SD- SD 6 -5 SD -A15 D 1 VDOT S1 S A6-8 - RIM 561.5 I -2B D A3 INV. IN 5 A.65 (A) RIM 5 2.55 A.65 A14 -1 S STA 13+15.77 NGGRADE INV. OU1 EXISTI STA 13 +57.2 VDO 4 ±46_65 STD. D -'f m- STA 2 54.97 POSED GRAD T STD. DI -2B SD -A6 -7 SEPARATIO INV.UT 567.55 TA 11 +05.72 VDOT STD.DI -5 D A4 r_ U Q F 15" STA 17 +52.03 SEPARATION VDOT STD.DI -2BB TYP. VDOT STD.MH -1 _ _ _ RIM 3.00 RI VDOT M. DI -2C RI 568.10 a SD-A6 DOT STD. MH- Z TA 11 +32.89 GO SD A6 TmEm W/ SLA INV. OUT 566.0 INV. Co INV.N 557.10 RIM 56 5.38 SD A11 IN 564.20 STA 10+00 SL -1 S TDDOT . DI-2DTM CC SD-A6- STA 1 44.87 RIM 554.8 S A8 INV. INV. IN 561.48 OUT 561.10 STA 16 +08.0 OUT 564.10 VDOT S MH -1 IM 553.25 STA 11 98.98 D A15 INV. OUT 5 SD A16 SD A9 INV. OPT 561.38 VDOT STE) SD Al INV. IN 54 58(A6 -1) INV.IN 539.10 INV.IN 540.66 S A5 W/ SL STD. MH-1 1 INV. IN 54 A41 () VDOT S DI-:2B V OT STD. DI -2B STA 14 1.57 INV. IN 54 STA 17+79.87 Sg STA RIM 555.50 SD A l INV.OUT 539.00 VDOT STD. D126 INV OUT 540.56 S A 11 +67.41 IM 563.77 RIM 5 64 7 INV. OUT 42. MH -1 W SL -1 VDOT S D. MH -1 SD A10 68-V VDOT SM. MH -1 STA 18 3 INV. IN 545.0 A) T 553.00 RIM 561-05 SD A2 NV. IN 556.87 ( V OT STD. MH -1 INV. IN 557.85 RIM 566. INV. 1 00 542.58 (A6 -1) TDVDOTS. D 2A RI 554.92 RIM 51.00 RIM 55155 INV. IN 43.40 STA 14+ VDOT S 37 D. MH -1 VDOT TD. DI -26 EXISTING RADE INV. IN 545.0 C) STA 10 +4 26 NV. IN 556.87 (15 -1)INV. OUT 557.7 RI 552.36 J INV. I 541.78 - INV.N 546.10 IN IN 542.73 25 INV. OU 543.30 RIM 550.2 PROPOSE EXISTING GRADE INV. I 14 -1 INV. OUT 544 90 NV. OUT 556.7 VDOT ST I).MH -1 INV. OU 560.25 INV. I IN 541.09 V_ OUT 540-99 UT 546.00 INV.T 541.68 IN OUT 542.63 N I 3.76 UT 554.55 PROPOSED GRADE 12" MINIMUM IINV. INI 7.35 (D)INV. O T 549.64 TYP o INV. OUT 543.66 INV. IN 52.00 INV.T 547.25 37.20 LF OF 15" INV. OUT 528.90 L 10.75% OLFOF15"31. 42.50 LF OF 15" SD Al H E@1.39% RCP ft 8.05% O j STA 9 +98.5 12"INIMUM 18.10 F OF 15" VDOT STD.ES -1 SE RATION 12" MINIMUM HDPE 5.6996 M VW VDOT ISM. RIP RAP C PROTECT EC-1 UTLET ON 12" MINIMUM SEPARATION F 24" RCP @ 1 31% 0 171.80 LF OF 24" RCP @ 1.31151.7 LF OF 30" RC @ 0.75% INV. OUT 28.00 i' 4J J J gJ TYP QJ t J Q 76.30 LF OF 0" RCP @ 0.75% 70.90 LF OF 3 RCP @ 0.75% W ( F- 1- Lu V !-WF- V Wwi2> W W W W W W V W F- o W V 77.46 LF O 30 RCP @ 0.5 /o Z J W CO) r fY w N 01O W W W W 12"INIMUM 8 LF OF 30" O W A 5;t8 29.5 LF OF 3 SEP RATION oCP@0.75 /o H W F-F W F-H I RGP a. RCP @ 0.75°TYP Z Z l Z F OF 30" 3 RCP @ 5037% Z F RCP @ 1.02 Z ai Z F"Z Z w f- 3 Z W CC w a Z a l r4 c c c c c v c U v c c c u.rn Q Z 41.41 LFOF3 m RCP @ 2.28%vi Pi fQ 00 I ob co 10 +00 11 +00 STORM DRAIN 'A' (STA. 10+00 - 16 +60) SCALE: 1 " =20' H;1" =10' V 12 +00 13 +00 1 Ell 01111 15 +00 USIM1I11 17 +00 STORM DRAIN 'A' S 7CALE:1 " =20' H; 1"=10'V 18 +00 19 +00 20 +UU gtiail1i L +uu 570 560 550 SD-A'4-1 570 570 560 STA 10+43.78 550 SD- A 10 +44.09 VDO STD. DI 2B RIM 551.67 INV. C iUT 555.67 STA 13+04.37 SD-A14 It SD- SD 6 -5 SD -A15 D 1 VDOT S1 S A6-8 - RIM 561.5 I -2B INV. IN 5 A.65 (A) RIM 5 2.55 A.65 A14 -1 S EXISTING NGGRADE INV. OU1 EXISTI STA 13 +57.2 VDO 4 ±46_65 STD. D -'f m- STA 2 54.97 POSED GRAD T STD. DI -2B SD -A6 -7 SEPARATIO INV.UT 567.55 VDOT STD.DI -5 r_ U Q F 15" STA 17 +52.03 SEPARATION PROPOSED GRADE TYP. VDOT STD.MH -1 _ _ _ RIM 3.00 RI VDOT M. DI -2C RI 568.10 a SD-A6 RIM 570.50 INV. IN 566. Z GO OO TmEm INV. OUT 566.0 INV. Co INV.N 557.10 RIM 56 5.38 1 IN 564.20 STA 10+00 SD-A6-IN INV. INV. IN 561.48 OUT 561.10 t OUT 564.10 VDOT S MH -1 STA 11 98.98 D A15 INV. OUT 5 SD A16 INV. OPT 561.38 SD Al INV. IN 54 58(A6 -1)1 S A7 STA 1 77.7 00 DOT STD. DI-B VDOT S DI-:2B STA 22+W.87 INV. IN 54 STA 17+79.87 Sg STA 0 +42.48 SD A l INV. IN VDOT STD. D126 IM 563.77 64 7 VDOT SID.MH -1 STA 22 +85.97 M--OU 68-V VDOT SM. MH -1 STA 18 3 INV. O T 553.00 RIM 561-05 NV. IN 556.87 (INV. IN 557.85 RIM 566.5 146 15TI TDVDOTS. D 2A RIM 51.00 W/ SL-VDOT TD. DI -26 EXISTING RADE INV. I 554.65 (A) NV. IN 556.87 (15 -1)INV. OUT 557.7 RIM 566.91 INV.N 546.10 RIM 56 25 RIM 55 64 PROPOSE GRADE INV. I 14 -1 NV. OUT 556.7 INV. OU 560.25 INV. OUT 561.91OUT561 INV.UT 546.00 EPA TI INV.UT 554.55 12" MINIMUM IINV. INI 7.35 (D)INV. O T 549.64 TYP o SEPARATION INV.T 547.25 37.20 LF OF 15" L 10.75% OLFOF15"31. 42.50 LF OF 15" H E@1.39% RCP ft 8.05% O j 12"INIMUM 18.10 F OF 15" SE RATION 12" MINIMUM HDPE 5.6996 M F 24" RCP @ 1 31%TYP.Z QJ 4J J J gJ qJ , _J QJ t J J 0WJ¢.I F- W W V W ( F- 1- Lu V !-WF- V Wwi2> W W W W W W V W F- W V Z J W CO) r fY w N W W W W O W H W F-F W F-H H a. Z Z Z Z 3 Z F Z ai Z F"Z Z w f- 3 Z W CC w a Z acccccvccvcccu.rn 17 +00 STORM DRAIN 'A' S 7CALE:1 " =20' H; 1"=10'V 18 +00 19 +00 20 +UU gtiail1i L +uu 570 560 550 10 +00 STORM DRAIN 'A6 - SCALE: 1"=20'H; 1 " =10' V 11 +00 11 +uu SD-A'4-1 570 570 560 STA 10+43.78 550 SD- A 10 +44.09 VDO STD. DI 2B RIM 551.67 INV. C iUT 555.67 STA 13+04.37 SD-A14 It SD- SD 6 -5 SD -A15 VDOT S1 S A6-8 - RIM 561.5 I -2B INV. IN 5 A.65 (A) RIM 5 2.55 A.65 A14 -1 S EXISTINGNGGRADE INV. OU1 EXISTI STA 13 +57.2 VDO 4 ±46_65 STD. D -'f m- POSED GRAD T STD. DI -2B SD -A6 -7 SEPARATIO INV.UT 567.55 VDOT STD.DI -5 r_ U Q F 15" STA 17 +52.03 SEPARATION PROPOSED GRADE TYP. VDOT STD.MH -1 _ _ _ RIM 3.00 RI 565.10 B RI 568.10 a SD-A6 RIM 570.50 INV. IN 566. Z GO OO TmEm INV. OUT 566.0 INV. Co INV.N 557.10 1 IN 561.20 1 IN 564.20 STA 10+00 SD-A6-IN INV.UT 557.00 I OUT 561.10 t OUT 564.10 VDOT S MH -1 STA 11 98.98 INV. OUT 5 5.50 INV. IN 54 58(A6 -1)1 RIM 55 00 INV. IN 54 78 (A) Sg STA 0 +42.48 INV. IN 53.10 M--OU 68-V STD. DI -1 INV. O T 553.00 146 15TI RIM 51.00 INV.N 546.10 12" MINIMUM INV.UT 546.00 EPA TI TYP o 37.20 LF OF 15" RCP 10.75% 42.50 LF OF 15" RCP ft 8.05%j Z M 10 +00 STORM DRAIN 'A6 - SCALE: 1"=20'H; 1 " =10' V 11 +00 11 +uu 560 550 17 +00 STORM DRAIN 'A6 -1' SCALE: 1"=20'H; 1 " =10' V 590 580 580 570 570 560 560 550 550 540 13 +uu SD-A'4-1 570 570 560 STA 10+43.78 550 SD- A 10 +44.09 VDO STD. DI 2B RIM 551.67 INV. C iUT 555.67 STA 13+04.37 SD-A14 It V. OUT 557.63 STA 10+(0.00 SD -A15 VDOT S1 VDOI STD. DI-2C RIM 561.5 I -2B INV. IN 5 A.65 (A) RIM 5 2.55 A.65 A14 -1 S INV. OU1 EXISTI G GRADE EX ISTING GRADE INV. OUT 5 INV' 114 567'65 GRAD T 92 8 POSED GRAD PROPOSED GRADE EXISTING SD -A6 -7 SEPARATIO INV.UT 567.55 VDOT STD.DI -5 r_ U Q F 15" STA 17 +52.03 SEPARATION RCP 0 1.73% Z TYP. RIM 573.00 a w VE)OrSTD-B INV. OUTS(9.00 a Q RIM 570.50 INV. IN 566. Z GO OO TmEm INV. OUT 566.0 T`F Co 560 550 17 +00 STORM DRAIN 'A6 -1' SCALE: 1"=20'H; 1 " =10' V 590 580 580 570 570 560 560 550 550 540 13 +uu 10 +00 10 +40 STORM DRAIN 'A14 -1' SCALE: 1"=20'H; 1 " =10' V 580 SD-A'4-1 570 570 560 STA 10+43.78 550 550 A 10 +44.09 VDO STD. DI 2B RIM 551.67 INV. C iUT 555.67 SD-A14 It V. OUT 557.63 STA 10+(0.00 SD -A15 VDOT S1 D. DI -28 0 RIM 561.5 I -2B INV. IN 5 A.65 (A) INV. IN S A.65 A14 -1 7 (A) INV. OU1 554.55 7 (A15 -1) EX ISTING GRADE INV. OUT 5 77 PROPOSED GRAD PR POSED GRAD 12" MINIMUM EXISTING GRADE SEPARATIO TYP. r_ U Q F 15"SEPARATION RCP 0 1.73% Z TYP. a J w a Q Z GO OO 10 +00 10 +40 STORM DRAIN 'A14 -1' SCALE: 1"=20'H; 1 " =10' V 580 580 570 570 560 560 550 550 540 540 10 +00 10 +40 STORM DRAIN 'A15 -1' SCALE:1 " =20' H;1 " =10' V 570 560 550 540 1 tuu 1 UTVV 570 1 I 550 1 1 530 1 i j 570 560 550 1 540 1 TA. 16+60 TO E CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a 0 z Q a z w gU H 0A O O z w atiTH OF D G' Alan G. Franklin Ik No. 35326 W wO . f NA L _ e,.LTH Op' 7 Steven W. Edwards r' Cat No. 0931 04 E AR SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AM rights reserved. No part of the material protected by this copyright (plans, idea designs, sedans or dataMs expressed o senthe plans) may be reproduced, changed or uMlized in any form or by any rrmans, electront or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Alm these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 g S)-A15-1 A 10 +44.09 OT STD. DI -2 M 564.13 It V. OUT 557.63 SD -A15 STA 10 +00.0 VDOT STD.I -2B RIM 563.77 INV. IN 556.7 (A) INV. IN 556.7 (A15 -1) INV. OUT 5 77 PR POSED GRAD EXISTING GRADE r_ 12" MINIMUM 44.00 LF F 15"SEPARATION RCP 0 1.73%TYP. a Z Co 10 +00 10 +40 STORM DRAIN 'A15 -1' SCALE:1 " =20' H;1 " =10' V 570 560 550 540 1 tuu 1 UTVV 570 1 I 550 1 1 530 1 i j 570 560 550 1 540 1 TA. 16+60 TO E CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a 0 z Q a z w gU H 0A O O z w atiTH OF D G' Alan G. Franklin Ik No. 35326 W wO . f NA L _ e,.LTH Op' 7 Steven W. Edwards r' Cat No. 0931 04 E AR SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AM rights reserved. No part of the material protected by this copyright (plans, idea designs, sedans or dataMs expressed o senthe plans) may be reproduced, changed or uMlized in any form or by any rrmans, electront or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Alm these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 g 1 580 1 570 1 560 1 550 1 540 570 1 560 1 550 1 540 1 530 1 570 1 560 1 550 10 +00 STORM DRAIN 'B' SCALE: 1"=20'H; 1 " =10' V 11+00 11 +uu 580 580 570 570 560 560 550 550 540 540 SD B1 1 550 STA 10 +29. STA 1 38.03 VDOT STD.DI-2B VDOT STD. DI -2A INV.OUT 550.05 SD Al2 STA 10 +00.0 SD STA 11 +7 SD B5 VDOT STD. 58.39 00 1 -2A RIM 558.20 VDOT STD DI -2A B) INV. IN 551.8 INV. IN 54 65(B) STA 10+ INV. IN 551.8 INV. IN 549.65 131 -1) OT STD. DI -2B INV. OUT 549.55 STA 13 STA 13-93.89 FXIST 12" MINI ROP. PROP SED GRADE IM 556.10 553.83 29.50 LF OF 5" 1.00 UT 561.00 RCP @ 1.3612" MINIMUM 38.03 LF O SD B3 IIMUM S DI -26 VDOT TD. Di -2B IN 549.93 z TY P. J ac icl INV. LLI I SD 62 STA 12 +7 99 M 53.06 RIM 56.106 W 1-- SD A11 35 (D) pR0TECT9W IN OUT 549 .83 ST 11 +66.07 VDOT STD MHMHA v co VDOT ST DI -2A VDOT S 29 MHA INV. O 556.81 SEPARATI N VDO STD. MH -1 RIM 556,75 RIM 562.00 STA 10 00.00 V T STD. DI -26 SD D1 I OUT 548.67 INV. IN 55 50 (B) INV.T 556.06 RIM 556: POTENTI L STA 1 83.35 S TA 10+13.75 RIM 59.00 INV. OUT 55 RI 558.20 VDOT EXISTING RADE SD C1 INV. IN 55 50 (B3 -1) EXISTING G NAGE 6" MINIMUM SD A7 OT STD. MHA SEPARATI INV' 1N PROPOSED E VDOT STD. DI -1 SEPA IN IN 551.80 (B}PROPOSE GRADE RIM 55 INV. OUT 53.40 9.75 ISTING G STA 10+0.01 SD B1 RI 555.00 INV. OUT 10 50.00 IN IN 551.80 (B2 -) 50 VDO INV.UT 552.15 DE INV. IN 5.00 (A) w VDOT S VDOT S D. DI -26 x 96" AR STA 10 59.99 STA 11 +96.5 RIM 833 IN IN OUT 551.70 CO) M INV. I 551.10 INV. IN 5.00 (C) 549.23 VDOT TD. DI -2A VDOT STD.DI -26 IN if 549.00 INV.T 551.00 INV. IN 7.19 (B) to RIM 55 05 bo It RIM 552.93 26.4 MINIM12" MINIMU INV. IN 2.41 (A)INV. IN 9.65 (B) RCP @ 11.74% SE A ON Z INV. OU 545.80 SES N INV. OUT 5 INV.OU 542.31 a > INV. IN fN/. 9.55{84 -ty W z Q OUT 549.55 18" uj 13.80 LF O 35.LF OF 18"RCP a 1.00% z 12"MINIMUM TYR 0.99 /o F. a Z Z a a a S EPARATION c c AAAQ LF OF'15"R c 017 1__ T r TYP. 2 40D I A A A 0 5.5 LF OF 15" RCP 2.73% 9.80 LF OF 18"RCP 1.00 °k CP @ 1.83% 12" MINIMUM SEPARATION J J J Q JQQ J TYR 91 J J J W J W F-H F- W F- W H W W F-H U W W F h U W H H 00 a a a a a a a a a a a z W z z z f2 z z z z z z v z v z a 9 a z c c it i c c c c W W W W W Q v 10 +00 STORM DRAIN 'B' SCALE: 1"=20'H; 1 " =10' V 11+00 11 +uu 580 580 570 570 560 560 550 550 540 540 10 +00 STORM DRAIN T14' SCALE: 1 " =20' H;1 " =10' V 580 580 570 570 560 560 550 550 540 540 SD B1 1 550 STA 10 +29. STA 1 38.03 VDOT STD.DI-2B VDOT STD. DI -2A INV.OUT 550.05 SD Al2 STA 10 +00.0 SD B1 STA 11 +7 94 VDOT STD. STA 10 +00 00 1 -2A RIM 558.20 VDOT STD DI -2A B) INV. IN 551.8 INV. IN 54 65(B) STA 10+ INV. IN 551.8 INV. IN 549.65 131 -1) OT STD. DI -2B INV. OUT 549.55 RIM 557.8 INV. OUT EX. GRADE FXIST 12" MINI ROP. PROP SED GRADE IM 556.10 553.83 29.50 LF OF 5" 1.00 UT 561.00 RCP @ 1.3612" MINIMUM 38.03 LF O 15" J IIMUM S EPARATION RCP 1.0 IN 549.93 z TY P. J ac icl INV. LLI I z STA 4 +78.91 F. z W 1-- SD A11 35 (D) pR0TECT9W IN OUT 549 .83 12" MINIMUM VDOT STD MHMHA v co C3 INV. OUT 10 +00 STORM DRAIN T14' SCALE: 1 " =20' H;1 " =10' V 580 580 570 570 560 560 550 550 540 540 580 580 570 570 560 SD 62 -1 550 550 STA 10 +29. 540 550 VDOT STD.DI-2B 540 RIM 558.20 INV. OUT 55 20 SD Al2 STA 10 +00.0 STA 11 +7 94 VDOT STD.28 1DOI,STD.1 -2A RIM 558.20 D-Cl SD C7 B) INV. IN 551.8 B) 00 STA 10+ INV. IN 551.8 62 -1) VE OT STD. DI -2B DOT STD. DI -2 VDO RIM 557.8 INV. OUT EX. GRADE GH WALL 12" MINI VDOT S ROP.RADE D IM 556.10 553.83 29.50 LF OF 5" 1.00 UT 561.00 RCP @ 1.36 0 12" M11 IIMUM S SEPAF ATION I IN 549.93 z SD D5 J ac 5.90 (C) INV. LLI I OUT 549.70 STA 13 +5 580 580 570 570 560 560 550 550 540 540 10 +00 STORM DRAIN T24' SCALE: 1"=20'H; 1 " =10' V 10 +00 STORM DRAIN'C' SCALE: 1"=20'H; 1 " =10' V 11 +00 f 560 540 550 530 540 550 SD -C1 -2 540 SD SD -B3 SD Al2 SD J1 STA 11 +7 94 S S D4 11 +44.70 1DOI,STD.1 -2A STA D-Cl SD C7 B) VDOTST DIA 00 STA 10+0 40 VE OT STD. DI -2B DOT STD. DI -2 VDO RIM 557.8 INV. OUT 52.80 GH WALL 12" MINI VDOT S DI -2B SD C4 D IM 556.10 553.83 SD CS FS) 1.00 UT 561.00 STA 15+27.7 0 RIM 560.2 W/ VDOT S IN 549.80 0+25.00 STD. MHA 3.00 fiffi.83 I IN 549.93 o SD D5 INV. IN 5.90 (C) INV.UT 553.00 I OUT 549.70 STA 13 +5 STA 4 +78.91 VDOT STD.I -1 SD A11 35 (D) pR0TECT9W IN OUT 549 .83 12" MINIMUM VDOT STD MHMHA S C3 INV. OUT VDOT S 29 MHA RCP @ 12.3 SD C5 SEPARATI N VDO STD. MH -1 RIM 556,75 RIM 562.00 STA 10 00.00 STREAMBED SD D1 I OUT 548.67 INV. IN 557,90 1W. . OUT 5 RIM 556: POTENTI L STA 1 83.35 S TA 10+13.75 RIM 59.00 INV. OUT 55 75 CONNE VDOT TD. MH -1 SD C1 12" MINiNfG EXISTING G DE ROOF D NAGE 6" MINIMUM V OT STD. MHA SEPARATI INV' 1N PROPOSED E VDOT STD. DI -1 SEPA INV. I 552.25 IM 0,005% RIM 55 50 STA STA 10+9.75 ISTING G E SD C2 RI 555.00 INV. OUT 10 50.00 a RIM 5 50 VDO INV.UT 552.15 DE INV. IN 5.00 (A) w VDOT S D. DI -2B x 96" AR 1i 3.1 STA 11 +96.5 RIM 833 IN IN 549.10 CO) M INV. I 551.10 INV. IN 5.00 (C) 549.23 RIM 554.0 VDOT STD.DI -26 IN if 549.00 INV.T 551.00 to INV.T 544.90 bo It 11 INV. IN 5.90 (C)RIM 552.93 26.4 LF OF 15" Q W RCP @ 11.74% SE A ON Z INV. OU 545.80 12" MINIMUM INV. OUT 5 W a > TYP. W z Q J SEPARATION 35.90 LF 18" uj 13.80 LF O 35.LF OF 18"RCP a 1.00% z RCP @ 6.30% TYR 0.99 /o F. a Z Z a a a can c c AAAQ LF OF'15"R c 017 1__ T r 2 40D I A A A RCP 2.73% 9.80 LF OF 18"RCP 1.00 °k 2" MINIMUM ISTING GRADE SEPARATION 1 9 z W W W W W Q Qz z r z j< z Q 60 01 A i nn nn 10 +00 STORM DRAIN'C' SCALE: 1"=20'H; 1 " =10' V 11 +00 f 560 540 550 530 540 550 SD -C1 -2 540 SD SD -B3 SD Al2 SD J1 STA 11 +7 94 S S D4 11 +44.70 1DOI,STD.1 -2A STA D-Cl STA 12 +39. B) VDOTST DIA 00 STA 10+0 40 VE OT STD. DI -2B DOT STD. DI -2 VDO RIM 557.8 INV. OUT 52.80 GH WALL 12" MINI VDOT S DI -2B D. EW 2 D IM 556.10 553.83 TIE IN R FS) 1.00 UT 561.00 INV' IN 544' RIM 554 . RIM 560.2 W/ VDOT S IN 549.80 0+25.00 STD. MHA 3.00 fiffi.83 I IN 549.93 o SD D5 INV. IN 5.90 (C) INV.UT 553.00 I OUT 549.70 INV. IN INV- 01 IT 9.00 (C1 -1) 545-80 INV. IN 54 35 (D) pR0TECT9W IN OUT 549 .83 12" MINIMUM VDOT STD MHMHA INV. OUT INV. OUT 7.25 RCP @ 12.3 11 SEPARATI N RIM 562.00 6" BELO STREAMBED SD D1 I OUT 548.67 INV. IN 557,90 1W. . OUT 5 POTENTI L S TA 10+13.75 12"INIMUM CONNE ION TO 12" MINiNfG EXISTING G DE ROOF D NAGE 6" MINIMUM SD SEPARATI N PROPOSED E SEPA TION IM 0,005% TYP. STA 0+85.19 ISTING G E IN 548.32 a ul VDO STD. DI -26 ROPOSED G DE w z x 96" AR 1i 3.1 RIM 833 CO) M o td 1NV.1 549.23 INV.U T 549.13 to bo It 11 540 530 560 550 sao 530 10 +00 STORM DRAIN 'C1 -1' SCALE: 1"=20'H; 1 " =10' V IL +UV 570 580 560 570 550 560 540 550 530 540 3TVV IT VV 10 +00 STORM DRAIN 'D' SCALE: 1"=20'H; 1 " =10' V 580 570 570 560 560 550 540 540 SD SD -B3 SD Al2 SD J1 STA 10 +00.0 S S D4 11 +44.70 1DOI,STD.1 -2A STA 2 +16.74 STA 12 +39. B) STA 1 00 INV. OUT 553 40 VE OT STD. DI -2B 29.50 LF OF 1 VDO STD. MHA PIPE THRO GH WALL 12" MINI VDOT STD.MHA D. EW 2 D Ri 553.83 SD RIM INV. 1.00 UT 561.00 INV' IN 544' J RIM 560.2 W/ VDOT S 0 +4926 0+25.00 STD. MHA 3.00 fiffi.83 I IN 549.93 o SD D5 INV.UT 553.00 INV. IN 54 35 A INV. IN 54 35 (D) pR0TECT9W IN OUT 549 .83 VDOT STD MHMHA INV. OUT INV. OUT 7.25 RCP @ 12.3 11 INN 554848.77 DE RIM 562.00 6" BELO STREAMBED SD D1 I OUT 548.67 INV. IN 557,90 1W. . OUT 5 S TA 10+13.75 12"INIMUM DOT STD. DI-2B SD IM 0,005% TYP. STA 0+85.19 ISTING G E IN 548.32 VDO STD. DI -26 ROPOSED G DE pp NV. OUT 548. x 96" AR 1i 3.1 RIM 833 1NV.1 549.23 INV.U T 549.13 U 11 26.4 LF OF 15" Q W U z Lu W RCP @ 11.74% SE A ON Z W a > TYP. W z Q J 35.90 LF 18" uj 13.80 LF O 18"35.LF OF 18"RCP a 1.00% z RCP @ 6.30%RC F'@ 0.99 /o F. a Z Z a a a can 2 c c c f T r 2 40D I A A A 10 +00 STORM DRAIN 'D' SCALE: 1"=20'H; 1 " =10' V 10 +00 STORM DRAIN ' T' SCALE: 1"=20'H; 1 " =10' V 11 +UU 1 LTVV 560 550 540 530 11+00 1L +UV v - vv 580 580 570 570 560 560 550 550 540 540 INV. OUT f SD J2 SD -B3 SD J1 STA 10 +00.0 1DOI,STD.1 -2A RIM 553.8 STA 12 +39. B) INV. IN 553.5 STA 10+00.00 INV. OUT 553 40 29.50 LF OF 1 OUT 557.8 RCP @ 2.20% PIPE THRO GH WALL 12" MINI UM VDOT ST D. EW 2 ION TYR Q SD z EXISTING INV' IN 544' J W/ VDOT STD. EC -1 RIP P 0+25.00 STD. MHA 3.00 fiffi.83 PR GRADE POSED GRA o INV.UT 553.00 OUTLET pR0TECT9W PROPOSED DE 24.90 LF OF 15" INV. OUT 536.50 RCP @ 12.3 EXISTING G DE 6" BELO STREAMBED 12"INIMUM SEPARATION TYP. pp 239. LF OF x 96" AR 1i 3.1 U U Q W U z Lu W WW W V Z W a >W z Q uj z Z Z a Z Z a a a can 2 c c c f T r 2 40D I A A A 10 +00 STORM DRAIN ' T' SCALE: 1"=20'H; 1 " =10' V 11 +UU 1 LTVV 560 550 540 530 11+00 1L +UV v - vv 580 580 570 570 560 560 550 550 540 540 570 560 550 540 530 550 10 +00 STORM DRAIN T34' SCALE: 1"=2W H;1" =10' V SD -B3 -1 STA 10+29,50 D 04 -2 VDOT STE. RIM 560.4( DI -2A STA 10+0(.00 INV. OUT f 54.15 SD -B3 STA 10 +00.0 1DOI,STD.1 -2A RIM 553.8 INV. IN 553.5 B) INV. IN 553.5 B3 -1) INV. OUT 553 40 29.50 LF OF 1 OUT 557.8 RCP @ 2.20% INV. OUT 12" MINI UM SEPARA ION TYR Q SD z EXISTING J STA VDO RIM INV, 0+25.00 STD. MHA 3.00 fiffi.83 PR GRADE POSED GRA o 550 10 +00 STORM DRAIN T34' SCALE: 1"=2W H;1" =10' V 10 +00 STORM DRAIN 'D4 -1' SCALE: 1 " =20' H;1 " =10' V 11 +uu f CONC P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -4005 FAX 434 -295 -2103 O w 04 404 4 0 U H W o O z w vOX OF Alan G. Franklin Lic. No. 35326 W O ~l INV _ OF P stmn W. Edwards r Celt No. 0931 V7 4p Agc SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: I. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this Copyright (Plans, Ideas, designs, sections or detaft expressed on two Plens) may be reproduced, &ranged or utilized in any form or by any mearm, electronic or mechanw, indWft Photocopying, scanning, or by any other means of retrieval system witiwut written permission from Terra Conoepta, P.C. Also. these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. 53SHEET OF 62 SD D4 D 04 -2 STA 10+0(.00 A 11 +23.54 VDOT ST E.DI -2B DOT STD. DI -1 RIM 553.8 IM 561.83 INV. IN 54E.93 INV. IN59: 1 OUT 557.8 INV. OUT 8 -' - _ SD 1 EXISTINGSTA VDO RIM INV, 0+25.00 STD. MHA 3.00 fiffi.83 PR GRADE POSED GRA INV.UT 553.00 till 24.90 LF OF 15" RCP @ 12.3 10 +00 STORM DRAIN 'D4 -1' SCALE: 1 " =20' H;1 " =10' V 11 +uu f CONC P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -4005 FAX 434 -295 -2103 O w 04 404 4 0 U H W o O z w vOX OF Alan G. Franklin Lic. No. 35326 W O ~l INV _ OF P stmn W. Edwards r Celt No. 0931 V7 4p Agc SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: I. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this Copyright (Plans, Ideas, designs, sections or detaft expressed on two Plens) may be reproduced, &ranged or utilized in any form or by any mearm, electronic or mechanw, indWft Photocopying, scanning, or by any other means of retrieval system witiwut written permission from Terra Conoepta, P.C. Also. these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. 53SHEET OF 62 570 560 550 540 530 580 570 560 550 540 570 560 10 +00 STORM DRAIN 'E' SCALE: 1"=20'H; 1"=IO' V 17 +00 STORM DRAIN 'E' SCALE: 1"=20'H; 1 " =10' V 1 U +UU LU'IUV 570 570 560 560 550 550 540 540 1 -2A VDOT STD.DI -2A RIM 568.57 RIM 553.96 STA 10 +36.91 VDOT STD INV. OUT 547.56 57 SD-E13 SD-E15 SD -E14 RI 567.65 STA 10 +00.00 STA 10 +00. STA 11 +25.84 1 VDOT STD. D 2A SD-E4 RIM 562.75 RIM 553.96 RIM 569.17 INV. IN 0.25 INV. IN 547.E) STA 20+09.3 E7 -1) INV. IN 561.2 INV. OUT 546 Ar INV. O 29.50 LF F 15" SD 12 STA 10+00.00 5" INV. OUT 558. Q S E14 z VDOT STD.I-2A J SD -E11 VDOT Uj H VDOT STD. 0.00LFOF15" S T 18 +08.46 CO OF-13" SD-E13 RCP @ 2.00% S A 19+66.62 RIM 566.1 RIM 568.57 STA 1 35.63 PROPOSED VDOT STD DI -26 DOT STD. DI -2 VD0T STD. DI -2A 5.86 24 (E) STA 18+r8.91 V T STD. MHA W co INV. OUT 56 57 M 567.85 LU H VDOT STD.13I -213 INV. IN 557.13 24 (G) SD-E4-5 INV. OUT RIM 566.14 F OF 15" VDOT S D. DI -2B R M 569.17 0.76% INV. IN 55 INV. OUTS59.14 24 (H) RIM 563.36 LF OF 15 SEPAR -ON EXIST(4G GRADE INV IN 559.24 (E)RIM 567.5 SD -E4-4 I IN 561.27 (E 5 +02.25 RIM 56 5.10 INV. IN 555.96 E) 3690LFOF15" GRADE INV IN 559.24 (G) i INV. IN 0.25 (E)Ils V. IN 561.27 (E 22.70 LF OF 6' INV. IN 555.96 F) 1 VDO INV. Ot INV IN 559.24 (H)INV. IN 0.25 (E13 -1)Ils V. OUT 561.17 RCP 0 2.33% INV. OUT 555.86 INV OUT 559.14 NIMUM INV. OU 560.15 IM Y63.00 Q 00 SEP 12"NIMUM w U H w U z w UQ J SEP RATION INV.N 557.10 Z N w TYP. IY Z w g INV. IN 555.60 H INV.UT 557.00 F 3 Q Q z z w z Z Q 3 co INV. OUT 55 SD ST 4 - 1 10 +70.65 SD -E4 -2 010 LFIOF 15 j Qo SD -E4 -3 STA 12+77.54 PROPOSED RADE w SD-E4 V m J w Z J STA 10 +00.0 RIM 554.00 VDOT ST). U Q F t iW-F V FW-U O VDOT STD. Q INV IN 546.10 RIM 551.0 INV. IN 552,10 W w CO)w RIM 550:95 z INV OUT 546.00 INV. IN 7.10 INV. OUT 5 52.00 z CL INV. IN 542 05 (E)INV. OUT 547.00 12" MINIMUM INV. IN 542 5(E4 -1)SEPARATION INV. OUT 1.95 TYR 17 +00 STORM DRAIN 'E' SCALE: 1"=20'H; 1 " =10' V 1 U +UU LU'IUV 570 570 560 560 550 550 540 540 MQIL 580 590 570 580 560 570 550 560 540 550 550 540 570 560 550 540 10 +00 STORM DRAIN 'E4-1' SCALE: 1"=20'H; 1"=10' V SD -E7 -1 560 570 STA 10+29. 560 1 -2A VDOT STD.DI -2A RIM 568.57 RIM 553.96 STA 10 +36.91 VDOT STD INV. OUT 547.56 57 SD-E13 D-E7 SD -E14 RI 567.65 STA 10 +00.00 STA 10 +00. STA 11 +25.84 1 VDOT STD. D 2A SD-E4 RIM 562.75 RIM 553.96 RIM 569.17 INV. IN 0.25 INV. IN 547.E) 00 INV. IN 547.E7 -1) INV. IN 561.2 INV. OUT 546 Ar INV. O 29.50 LF F 15" SD -F RCP @ 169% STA 10+00.00 5" INV. OUT 558. Q OF 15" 0 +27.65 z 112.55% Q J VDOT Uj H VDOT STD. 0.00LFOF15" INV. IN 555.96 E) CO OF-13" STA 10+59.59 RCP @ 2.00% INV.556.76 RIM 566.1 m STA 1 35.63 PROPOSED VDOT STD DI -26 DOT STD. DI -2 Z INV. OUTS 5.86 24 (E) RIM 563.53 M w W co M 567.85 LU H INV. IN 557.13 24 (G) SD-E4-5 INV. OUT VDOT SIM DI - 213 F OF 15" 1 CO 00 0.76% INV. IN 55 INV. OUTS59.14 24 (H) 35.50 LF OF 15 SEPAR -ON P @ 0.70% TYP. SD -E4-4 STA 5 +02.25 RIM 56 5.10 3690LFOF15" RGPP @ 1.06% i 22.70 LF OF 6' CP @ 3.07% VDOT STE).1 VDO r STD. DI -1 INV. Ot IT 561.10 RCP t9 2.56 RCP 0 2.33% 12" N NIMUM STA 14+15.73 I IM Y63.00 Q 00 SEP kRATION w U H w U z w UQ RIM 563.50 fn INV.N 557.10 Z N w IY Z w g INV. IN 555.60 H INV.UT 557.00 F 3 Q Q z z w z Z Q 3 co INV. OUT 55 50 v SD ST 4 - 1 10 +70.65 SD -E4 -2 EXISTING G DE SD -E4 -3 STA 12+77.54 PROPOSED RADE SD-E4 V T TD. MH -1 STA 10 +00.0 RIM 554.00 VDOT ST).DIA RIM 557.00 VDOT STD.13I -26 INV IN 546.10 RIM 551.0 INV. IN 552,10 RIM 550:95 INV OUT 546.00 INV. IN 7.10 INV. OUT 5 52.00 INV. IN 542 05 (E)INV. OUT 547.00 12" MINIMUM INV. IN 542 5(E4 -1)SEPARATION INV. OUT 1.95 TYR 3.40LFOF15" LT CP @ 11.98% 30.LF OF 15"m RCP @ 3.00% Z J F- f%.,4 A inn 1 -s; +nn 550 540 570 560 550 540 10 +00 STORM DRAIN 'E4-1' SCALE: 1"=20'H; 1"=10' V SD -E7 -1 560 570 STA 10+29. 560 1 -2A VDOT STD.DI -2A RIM 568.57 RIM 553.96 STA 10 +36.91 VDOT STD INV. OUT 547.56 57 SD-E13 D-E7 SD -E14 RI 567.65 STA 10 +00.00 STA 10 +00. STA 11 +25.84 1 VDOT STD. D 2A H -1 RIM 562.75 RIM 553.96 RIM 569.17 INV. IN 0.25 INV. IN 547.E) 00 INV. IN 547.E7 -1) INV. IN 561.2 INV. OUT 546 Ar INV. O 29.50 LF F 15" SD -F RCP @ 169% STA 10+00.00 5" INV. OUT 558. Q OF 15" 0 +27.65 z 112.55% Q J VDOT Uj H VDOT STD. 0.00LFOF15" INV. IN 555.96 E) CO OF-13" 570 580 560 570 550 560 540 550 10 +00 STORM DRAIN T 7-1' SCALE: 1"=20'H; 1 " =10' V 11 +UU CI'1_C1 d_1 580 580 570 570 560 560 550 550 10 +00 STORM DRAIN 'E14 -1' SCALE: 1"=20'H; 1 " =10' V 1 L'rVV STA 10+26.3 570 li VDOT STD. C 1 -2A VDOT STD. S RIM 568.57 SD-E12 STA 10 +36.91 VDOT STD INV. OUT 564 57 SD-E13 Rik SD -E14 RI 567.65 STA 10-1 VDOT-STD. STA 10 +00. STA 11 +25.84 1 OUT 560.65 VDOT STD.H -1 RIM 562.75 OUT 559.67 RIM 569.17 INV. IN 0.25 1 (E) INV. IN 561.2 00 INV. IN 25 INV. IN 561.2 RIM 564.92 INV. OUT INV. O INV. OUT 561.17 DI -28 SD -F 12 MINIMUM STA 10+00.00 5" INV. OUT 558. 26.30 If OF 15" 0 +27.65 RCP Cc 112.55% Q 14.17 VDOT580580 570 570 560 560 550 550 10 +00 STORM DRAIN 'E14 -1' SCALE: 1"=20'H; 1 " =10' V 1 L'rVV 580 580 570 570 560 560 550 550 10 +00 STORM DRAIN 'E13 -1' SCALE: 1 " =20' H;1 " =10' V 580 570 S E13 -1 560 ST VDOT STD. S A 10 +20.01r SD-E12 STA 10 +36.91 VDOT STD V T STD. DI - 2B SD-E13 Rik 11 566.67RI567.65 STA 10-1 VDOT-STD.0 STA 11 +25.84 1 OUT 560.65 RIM 56 65 RIM 562.75 OUT 559.67 SD-H2 INV. IN 0.25 1 (E) STA 1 +00 00 INV. IN 25 35 RIM 564.92 INV. OUT INV. O 560.15 DI -28 SD -F 12 MINIMUM STA 10+00.00 5" INV. OUT 558. 0 SEPARATION TYP 0 +27.65 JL_ 2 Q 14.17 VDOT DI -2A VDOT STD. 0.00LFOF15" INV. IN 555.96 E) 9.00 GP OF-13" STA 10+59.59 RCP @ 2.00% INV.556.76 RIM 566.1 m INV. IN 555,96 F) PROPOSED VDOT STD DI -26 DOT STD. DI -2 Z INV. OUTS 5.86 24 (E) RIM 563.53 M w W co M 567.85 LU H INV. IN 557.13 24 (G)INV. OUT 09 F OF 15" 1 CO 00 0.76% INV. IN 55 INV. OUTS59.14 580 580 570 570 560 560 550 550 10 +00 STORM DRAIN 'E13 -1' SCALE: 1 " =20' H;1 " =10' V 10 +00 STORM DRAIN 'F' SCALE: 1"=20'H; 1 " =10' V 580 570 SD -F1 560 560 ST VDOT STD. STA 11+70.'9 SD-E12 STA 10 +36.91 VDOT STD DI -2A SD-F3 INV. OUT 5 Rik 11 566.67 RIM 562.7 VDOT STD. DI-2A I -26 I- I STA 11 +25.84 STA 10 +00. INV. IN 556.45 SD-E11 OUT 557.01 RIM 562.75 OUT 559.67 SD-H2 VDOT STD. D 2B 1 (E) STA 1 +00 00 INV. IN 556.45 SD-G1 35 RIM 564.92 INV. OUT 39 VDOT STD DI -28 SD -F INV. OUT 556.5 STA 10+00.00 5" INV. OUT 558. 0 STA 0 +27.65 RIM 563.36 2 Q 14.17 SD -F2 VDOT DI -2A VDOT STD.DI -26 INV. IN 555.96 E) 9.00 GP OF-13" STA 10+59.59 INV.556.76 RIM 566.1 INV. IN 555,96 F) PROPOSED VDOT STD DI -26 DOT STD. DI -2 INV. OUTS 5.86 24 (E) RIM 563.53 M 567.85 INV. IN 557.13 24 (G)INV. OUT 09 F OF 15" 1 INV. OUT 5157.03 0.76% INV. IN 55 INV. OUTS59.14 24 (H) 35.50 LF OF 15 SEPAR -ON P @ 0.70% TYP.r 3690LFOF15" RGPP @ 1.06% i 22.70 LF OF 6' CP @ 3.07% 36.50 L OF 15" RCP t9 2.56 RCP 0 2.33% 12" N NIMUM I Q 00 SEP kRATION w U H w U z w UQ J Q'fn Z N w IY Z w g H w H F 3 Q Q z z w z Z Q 3 co v 10 +00 STORM DRAIN 'F' SCALE: 1"=20'H; 1 " =10' V 10 +00 STORM DRAIN 'G' SCALE: 1"=20'H; 1 " =10' V 11+00 580 580 570 570 560 560 ST VDOT STD. STA 11+70.'9 SD-E12 RIM 551.47 VDOT STD DI -2A STD. DI - INV. OUT 5 Rik 11 566.67 RIM 562.7 VDOT STD.I -26 I- I IN 559.77 STA 10 +00. INV. IN 556.45 F) 1 OUT 557.01 DO RIM 551.39 OUT 559.67 SD-H2 RIM 568.10 F1 -1) 1 (E) SD-E12 INV. IN 544.4 SD-G1 35 INV. OUT 39 INV. OUT 564.10 D1 -2A SD -F 1 STA 10+00.00 5" STA 10+36AI 0 STA 0 +27.65 2 Q 14.17 VD O VDOT DI -2A VDOT STD.DI -26 EXI TING GRADE 9.00 GP OF-13" A 11 +32.75 INV.556.76 RIM 566.1 RIM 567.09 PROPOSED GRAD DOT STD. DI -2 INV. IN 55 24 (E)INV. IN 560.9 M 567.85 INV. IN 55 24 (G)INV. OUT 09 F OF 15" 1 IN 5 0.76% INV. IN 55 INV. OUTS59.14 24 (H) 35.50 LF OF 15 P @ 0.70% 7.50 LF OF 15" i CP @ 3.07% 36.50 L OF 15" RCP 0 2.33% 12" N NIMUM Q 00 SEP kRATION z J Q'fn Q Z 3 00 Oo 10 +00 STORM DRAIN 'G' SCALE: 1"=20'H; 1 " =10' V 11+00 580 580 570 570 560 560 550 550 570 W 550 540 530 10 +00 STORM DRAIN 'F1 -1' SCALE: 1"=20'H; 1 " =10' V 580 SD -F1 570 D -F1 -2 560 550 ST VDOT STD. SD-E12 RIM 551.47 VDOT STD DI -2A STD. DI - INV. OUT 5 Rik 11 566.67 RIM 562.7 SD-E6 5DOTIM63.26 I- I IN 559.77 STA 10 +00. INV. IN 556.45 F) 1 OUT 557.01 DO RIM 551.39 OUT 559.67 SD-H2 INV. IN 556.45 F1 -1) 1 (E) INV. IN 544.4 INV. OUT 35 INV. OUT 39 VDOT STD.D1 -2A SD -F 1 29.90 LF OF 5" SEPARATIO RCP @ 1.61 STA 0 +27.65 Q 14.17 VD O STD. DI -26 Uj z RIM 3.26 9.00 GP OF-13" LLI INV.556.76 Q 4.78% A - 27.65 F OF 15" RCP 0.76%o 35.50 LF OF 15 P @ 0.70% 10 +00 STORM DRAIN 'F1 -1' SCALE: 1"=20'H; 1 " =10' V 580 570 570 560 560 550 550 540 540 530 570 560 550 540 530 10 +00 STORM DRAIN 'E6 -1' SCALE: 1"=20'H; 1 " =10' V SD -E6 -1 H1 STA 10+29.35 ST VDOT STD.DI -213 SD-E12 RIM 551.47 T STD. DI -2A INV. OUT 5 Rik 11 566.67 SD-E6 I- I IN 559.77 STA 10 +00. RIM 566.14 DO RIM 551.39 OUT 559.67 SD-H2 INV. IN 544.4 1 (E) INV. IN 544.4 E6-1) INV. IN 559. INV. OUT 39 VDOT STD.D1 -2A 12"MINIMUM 4 (H) 29.90 LF OF 5" SEPARATIO RCP @ 1.61 INV. OUT 5 14 Q 14.17 Uj z M 0! 9.00 GP OF-13" LLI RCP Q 4.78% 570 560 550 540 530 10 +00 STORM DRAIN 'E6 -1' SCALE: 1"=20'H; 1 " =10' V 10 +00 STORM DRAIN 'H' SCALE: 1"=20'H; 1 " =10' V 570 560 550 1 580 570 560 550 CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a O w Cn a H A o H P4 o O z w SH op 1rl Alan G. Franklin Lic. No. 35326 w 10 NA L _ LTH OF v y Steven W. Edwards r Ceit No. 0931 U P E A R Gti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08-29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on two plans) may be reproduced, changed or utilized in any form or by any means, eleclroft or mechanical, including photocopying, scanning, or by any other mean of retrieval system wit written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEETffGU Sg//p OF 62 g SD H1 ST 10 +09.00 SD-E12 V T STD. DI -2A STA 10 +00.0 Rik 11 566.67 I- I IN 559.77 RIM 566.14 IN \&OUT 559.67 SD-H2 INV. IN 559. ,4 E)STA 10+68.50 INV. IN 559.4 (G)VDOT STD.D1 -2A INV. IN 559.4 (H)RIM 568.17 INV. OUT 5 14 INV. OUT 5f 14.17 9.00 GP OF-13" RCP Q 4.78% 10 +00 STORM DRAIN 'H' SCALE: 1"=20'H; 1 " =10' V 570 560 550 1 580 570 560 550 CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a O w Cn a H A o H P4 o O z w SH op 1 rl Alan G. Franklin Lic. No. 35326 w 10 NA L _ LTH OF v y Steven W. Edwards r Ceit No. 0931 U P E A R Gti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08-29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on two plans) may be reproduced, changed or utilized in any form or by any means, eleclroft or mechanical, including photocopying, scanning, or by any other mean of retrieval system wit written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEETffGU Sg//p OF 62 g 5 RIM 538.0 VDOT TD. DI -2B INV. 1N 5 1.10 (N) EXI GRADE RIM 53 .00 INV. IN 5 1.10 (N6 -1) PR POSED GRAD INV. O 532.00 INV. OU 531.00 12" MINIMUM SEPARATIO TYP. I- V w z a z z Q z a v V_ 'v co S P3 S All +81.57 V T STD. DI -1 R 546.00 I OUT 539.00 SD P1 S P2 STA 10+ .00 S 11+62.95 VDOT S . ES -1 STING GRADE V T STD. MH -1 W/ VDOT STD. EC -1 p ppOSED GRA E R! 542.00 RIP RAP UTLET I . IN 537.10 i .OUT 537.00 INV. OUT 532.50 -- - -- - - - -- - - -- -- -. _ _ 8.60 LF OF 15" RCP ( 10.22% SD- 3 ST 10 +52.05 SD-04 SD 01 VD T STD. DI-2C STA 10 +79.4 STA 9 +96. RI 531.05 VDOT STD. VDOT STD ES-1 rD-02T10 +21. INV IN 524.77 INVIN 528.0 DOT STD. I -2B INV OUT 524:67 RIP RAP O TLET RIM 531.23 _ PROTECT( N INV. IN 524. 0 (02) INV. OUT5 4.13 INV. IN 524. 0 (02 -1) INV. OUT 5 40, 27.OLFOF18" R 11.79% 30.10 LF OF 8" 25.68 LF F 18" RCP 1. 5 °/6 LU 1111 Cu Z J Q DI ST 10 +50.34 S t5 S A 11 +52.40VTSTD. DI 2B V T STD. DI -2RIM547.45 I 546.50INV. IN 540.55 (I) INV. IN 540.55 13 -1 1 .OUT 542.50 SD 12 Imo• OUT 536.45 SD 14 STA 10 +17.1 STA 10 79.76 VDOT STD. DI-2B VDOT M. DI - RIM 540.00 RIM 54 .45 INV. IN 532. INV. IN 1.45 1 29.40 L OF 15" 72CP 2 423% RC @ 10.71 %ty- J 17.1 LF OF 15" RCP 5.85.82% SD 11 u.l OUTLET THROUGH Z WING LL W/ VDOT STD. EC .- I RIP RAP Q OUTLET PROTECTION y INV. OU 528.00 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Q uo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 i SD -N6 SD -N6-STA 10+ 00.00 S SD 8 STA 11 114. 5 ST 15 +00.60 VD T STD. DI -2B SD N6 SD N7 RI 542.75 STA 13 +8 42 STA 14 +70.1 OUT 535.75 550 550 SD N3 SD N4 ST 13 +28.42 VDOT ST E. DI -26 RIM 542.39 SD N2 STA 11 +74.93 STA 12 20.42 VD T STD. DI -26 RIM 538.0 INV. IN 534.9 SD N1 STA 10 +76.5 E STING GRAD VDOT STD. D -2A VDOT D. DI -26 RIM 536.46 INV. IN 531.10 (N) INV. OUT 5 STA 10 +0 .00 VDOT STD. ) I-2C P OPOSEO GRA E RIM 533.75 RIM 5 .00 INV IN 530.56 INV. IN 531.10 (N6 -1)39 PIPE TH WALL RIM 532.50 INV. IN 528.5 INV. IN 28.91 INV OUT 530.46 INV. OUT 31.00 540 W/ VDOT TD. EC -1 INV. IN 527. 9 INV. OUT 528.8 INV. OU 528.81 540 INV. OUT 5 .89 PROTEC INV. OUT 27.50 12"MINI LM 30.3 LF OF 15" 530 530 12" MINIMUM SEPARATION SEPARATIO NP ' TYP. 520 520 W W W D W U W WW U N W W W 510510 U)a'OC ui 1) z J } z JCl) a: G ' a a R' a lL W H }_F_- Z Z Z Z Z "'- 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 STORM DRAIN 'N' SCALE: 1"=20'H; 1"=10' V Z H z 1 a a Q Z a a a s a s a a a a a 550 550 50 540 540 550 540 530 530 540 540540 530 530 520 520 530 530 510 520 520520520510 F ow : 10 +00 11 +00 10 +00 10 +00 11 +00 STORM DRAIN 'N6 -1'STORM DRAIN 'O'STORM DRAIN '02 -1' SCALE: 1"=2W H;1 " =10' V SCALE: 1"=20'H; 1"=IO' V SCALE: 1"=20'H; 1 " =10' V 560 560 560 560 550 550 550 560 560 550 540 540 540 550 550 540 540 530 530 530 530 540 520 520 520530520530 STORM DRAIN 'I'STORM DRAIN 'I3 -1' STORM DRAIN P SCALE:1"=20'H; 1 " =10' V SCALE: 1"-20'H;1 " =10' V SCALE:1 " =20' H;1 " =10' V 5 RIM 538.0 VDOT TD. DI -2B INV. 1N 5 1.10 (N) EXI GRADE RIM 53 .00 INV. IN 5 1.10 (N6 -1) PR POSED GRAD INV. O 532.00 INV. OU 531.00 12" MINIMUM SEPARATIO TYP. I- V w z a z z Q z a v V_ 'v co S P3 S All +81.57 V T STD. DI -1 R 546.00 I OUT 539.00 SD P1 S P2 STA 10+ .00 S 11+62.95 VDOT S . ES -1 STING GRADE V T STD. MH -1 W/ VDOT STD. EC -1 p ppOSED GRA E R! 542.00 RIP RAP UTLET I . IN 537.10 i .OUT 537.00 INV. OUT 532.50 -- - -- - - - -- - - -- -- -. _ _ 8.60 LF OF 15" RCP ( 10.22% SD- 3 ST 10 +52.05 SD-04 SD 01 VD T STD. DI-2C STA 10 +79.4 STA 9 +96. RI 531.05 VDOT STD. VDOT STD ES-1 rD-02T10 +21. INV IN 524.77 INVIN 528.0 DOT STD. I -2B INV OUT 524:67 RIP RAP O TLET RIM 531.23 _ PROTECT( N INV. IN 524. 0 (02) INV. OUT5 4.13 INV. IN 524. 0 (02 -1) INV. OUT 5 40, 27.OLFOF18" R 11.79% 30.10 LF OF 8" 25.68 LF F 18" RCP 1. 5 °/6 LU 1111 Cu Z J Q DI ST 10 +50.34 S t5 S A 11 +52.40VTSTD. DI 2B V T STD. DI -2RIM547.45 I 546.50INV. IN 540.55 (I) INV. IN 540.55 13 -1 1 .OUT 542.50 SD 12 Imo• OUT 536.45 SD 14 STA 10 +17.1 STA 10 79.76 VDOT STD. DI-2B VDOT M. DI - RIM 540.00 RIM 54 .45 INV. IN 532. INV. IN 1.45 1 29.40 L OF 15" 72CP 2423% RC @ 10.71 %ty- J 17.1 LF OF 15" RCP 5.85.82% SD 11 u.l OUTLET THROUGH Z WING LL W/ VDOT STD. EC .- I RIP RAP Q OUTLET PROTECTION y INV. OU 528.00 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Quo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 SD -N6 SD -N6-STA 10+ 00.00 S STA 11 1 14. 5 Z H z a a a Q Z a a a s a s a a a a a 5 RIM 538.0 VDOT TD. DI -2B INV. 1N 5 1.10 (N) EXI GRADE RIM 53 .00 INV. IN 5 1.10 (N6 -1) PR POSED GRAD INV. O 532.00 INV. OU 531.00 12" MINIMUM SEPARATIO TYP. I- V w z a z z Q z a v V_ 'v co S P3 S All +81.57 V T STD. DI -1 R 546.00 I OUT 539.00 SD P1 S P2 STA 10+ .00 S 11+62.95 VDOT S . ES -1 STING GRADE V T STD. MH -1 W/ VDOT STD. EC -1 p ppOSED GRA E R! 542.00 RIP RAP UTLET I . IN 537.10 i .OUT 537.00 INV. OUT 532.50 -- - -- - - - -- - - -- -- -. _ _ 8.60 LF OF 15" RCP ( 10.22% SD- 3 ST 10 +52.05 SD-04 SD 01 VD T STD. DI-2C STA 10 +79.4 STA 9 +96. RI 531.05 VDOT STD. VDOT STD ES-1 rD-02T10 +21. INV IN 524.77 INVIN 528.0 DOT STD. I -2B INV OUT 524:67 RIP RAP O TLET RIM 531.23 _ PROTECT( N INV. IN 524. 0 (02) INV. OUT5 4.13 INV. IN 524. 0 (02 -1) INV. OUT 5 40, 27.OLFOF18" R 11.79% 30.10 LF OF 8" 25.68 LF F 18" RCP 1. 5 °/6 LU 1111 Cu Z J Q DI ST 10 +50.34 S t5 S A 11 +52.40VTSTD. DI 2B V T STD. DI -2RIM547.45 I 546.50INV. IN 540.55 (I) INV. IN 540.55 13 -1 1 .OUT 542.50 SD 12 Imo• OUT 536.45 SD 14 STA 10 +17.1 STA 10 79.76 VDOT STD. DI-2B VDOT M. DI - RIM 540.00 RIM 54 .45 INV. IN 532. INV. IN 1.45 1 29.40 L OF 15" 72CP 2 423% RC @ 10.71 %ty- J 17.1 LF OF 15" RCP 5.85.82% SD 11 u.l OUTLET THROUGH Z WING LL W/ VDOT STD. EC .- I RIP RAP Q OUTLET PROTECTION y INV. OU 528.00 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Q uo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 SD -N6 SD -N6-STA 10+ 00.00 S STA 11 114. 5 S P3 S All +81.57 V T STD. DI -1 R 546.00 I OUT 539.00 SD P1 S P2 STA 10+ .00 S 11+62.95 VDOT S . ES -1 STING GRADE V T STD. MH -1 W/ VDOT STD. EC -1 p ppOSED GRA E R! 542.00 RIP RAP UTLET I . IN 537.10 i .OUT 537.00 INV. OUT 532.50 -- - -- - - - -- - - -- -- -. _ _ 8.60 LF OF 15" RCP ( 10.22% SD- 3 ST 10 +52.05 SD-04 SD 01 VD T STD. DI-2C STA 10 +79.4 STA 9 +96. RI 531.05 VDOT STD. VDOT STD ES-1 rD-02T10 +21. INV IN 524.77 INVIN 528.0 DOT STD. I -2B INV OUT 524:67 RIP RAP O TLET RIM 531.23 _ PROTECT( N INV. IN 524. 0 (02) INV. OUT5 4.13 INV. IN 524. 0 (02 -1) INV. OUT 5 40, 27.OLFOF18" R 11.79% 30.10 LF OF 8" 25.68 LF F 18" RCP 1. 5 °/6 LU 1111 Cu Z J Q DI ST 10 +50.34 S t5 S A 11 +52.40VTSTD. DI 2B V T STD. DI -2RIM547.45 I 546.50INV. IN 540.55 (I) INV. IN 540.55 13 -1 1 .OUT 542.50 SD 12 Imo• OUT 536.45 SD 14 STA 10 +17.1 STA 10 79.76 VDOT STD. DI-2B VDOT M. DI - RIM 540.00 RIM 54 .45 INV. IN 532. INV. IN 1.45 1 29.40 L OF 15" 72CP 2423% RC @ 10.71 %ty- J 17.1 LF OF 15" RCP 5.85.82% SD 11 u.l OUTLET THROUGH Z WING LL W/ VDOT STD. EC .- I RIP RAP Q OUTLET PROTECTION y INV. OU 528.00 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Quo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 SD- 3 ST 10 +52.05 SD-04 SD 01 VD T STD. DI-2C STA 10 +79.4 STA 9 +96. RI 531.05 VDOT STD. VDOT STD ES-1 rD-02T10 +21. INV IN 524.77 INVIN 528.0 DOT STD. I -2B INV OUT 524:67 RIP RAP O TLET RIM 531.23 _ PROTECT( N INV. IN 524. 0 (02) INV. OUT5 4.13 INV. IN 524. 0 (02 -1) INV. OUT 5 40, 27.OLFOF18" R 11.79% 30.10 LF OF 8" 25.68 LF F 18" RCP 1. 5 °/6 LU 1111 Cu Z J Q DI ST 10 +50.34 S t5 S A 11 +52.40VTSTD. DI 2B V T STD. DI -2RIM547.45 I 546.50INV. IN 540.55 (I) INV. IN 540.55 13 -1 1 .OUT 542.50 SD 12 Imo• OUT 536.45 SD 14 STA 10 +17.1 STA 10 79.76 VDOT STD. DI-2B VDOT M. DI - RIM 540.00 RIM 54 .45 INV. IN 532. INV. IN 1.45 1 29.40 L OF 15" 72CP 2 423% RC @ 10.71 %ty- J 17.1 LF OF 15" RCP 5.85.82% SD 11 u.l OUTLET THROUGH Z WING LL W/ VDOT STD. EC .- I RIP RAP Q OUTLET PROTECTION y INV. OU 528.00 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Q uo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 DI ST 10 +50.34 S t5 S A 11 +52.40VTSTD. DI 2B V T STD. DI -2RIM547.45 I 546.50INV. IN 540.55 (I) INV. IN 540.55 13 -1 1 .OUT 542.50 SD 12 Imo• OUT 536.45 SD 14 STA 10 +17.1 STA 10 79.76 VDOT STD. DI-2B VDOT M. DI - RIM 540.00 RIM 54 .45 INV. IN 532. INV. IN 1.45 1 29.40 L OF 15" 72CP 2423% RC @ 10.71 %ty- J 17.1 LF OF 15" RCP 5.85.82% SD 11 u.l OUTLET THROUGH Z WING LL W/ VDOT STD. EC .- I RIP RAP Q OUTLET PROTECTION y INV. OU 528.00 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Quo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 10 +00 11 +00 10 +00 11 +00 10 +00 SD -02 -2 STA 11 +07.60 VDOT STD. D -2B SD -O -1 RIM 533.20 SD-02 STA 1 +77.11 VDO STD. DI -26 VDOT ST . DI -2B RIM 5 2.92 RIM 531.5 INV. i 526.37 INV. IN 5 .5d (0) INV. UT 526.27 INV. IN 5 .50 (02 -1) INV. OUT 24.40 12" MINIMUM 30. 0 LF OF 15" SEPARATION Cu RC @ 1.67 TYP. Z Q.' a co SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Q uo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 SD 13-1 SD 13 STA 10+ .64 STA 10+ .00 VDOT ST . DI -2C RIM 546. 0 V DOT S . DI - 2B INV. OUT 542.50 INV. IN .55 (!) INV. IN 0.55 (13 -1) INV. OUT 536.45 72 64 LF OF 15" R P 2.68% CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Quo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w z W Q uo o o z w Z,TH OF Alan G. Franklin Lic. No. 35326 W O w NA L TH OF " Steven W. Edwards r` Cert. No. 0931 U scA P E A B G SCALE: AS SHOWN ISSUED: 05-27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright atMrts, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or rrechank:al, inducting photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pleas may not be assigned to a third party , without first written auttrorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET S3//, OF 62 J \ \ < / 1 '' / ` S \\ \ \\ \\ I } \, I • i // I \ \\ \\ \ - -_ ---- --- fir \ + II \ _ i - `' - \ \f 1 bEERWO'OD . I ' r f / I ' / ! j ,/ , \ \ + \\ \ 1 I i' `\ ;: OT POP 4T OF 11 \I ? - - 1 \ - 1f r ,,/ \\ i /-I I t PATH f 1 \O`I \\ K 16'x, 1 , 1 1 \ t - ' " / '- / - '/ - \ \ L \ Q\ \l 1 - - 1 ` ,DRAINAGE 1 I 1 , RAINAGE L b , - - - -- 1 I AREA Nd T 44 ', \ 1 ' \ r IAREALIMITS \ / \ 1 _ L -\ -\ \\ \ I I I I I \\ \',/ s \ ' / \\ \ \ 1 I r I , \ \\\ iii r rte _ -- 1` \'.,- -J ._ - ' ^\ ` , \\ ` r - 1 / / //' r i/ / / / \ \\ \ \ \ % ' \\ / - - 1 -. - \ , r--• - J t _ f' - - -- `\ '' \ \ r - --SIP ' I r' , 1 ` \ / / \ / \ \ \ I I _ \ _ - -J r -- 1 i 1 l I ' r_ l / L71r \ I I ' I / / 1 \\ ` \ ,\ l y i i \ gym / , r- I --' I! .- I / / / I I 1 \ / -4 ___• L_ - -_ v f / - _ _ _ -- - - 25.56 Acrd r J C = 0.3N L I i I \ I \Z > ` - \ /\ \ / / 1 \ \ I / '(, \ / I I / ' } _ T 4 - - 1_ , I \ '' i- ` i ` / // / ' / / // // , lC 19 rains 7 GO r J 1 y - I / G ) 1 1 L_T - -- - - - - - -- s "-- 2 re 23.4 \ 1 cf ! -_ Z ( 1 _; _ Lr Q CPr) 1 .1 cf -7 r-- ij t\ T -J / / / / I / / c \ \ \ \ \ I - -"- -- I 1 I I - - - - - - IClf I I Ix) 11 1 / / 1 ,\. 1/ / , -1J ,' // • / '// f l \\ \\ `\ \ II \ l 1 f /' ;I I r - -j L -- - - - \\ \ L - - - - - IL tC/ PA - / / \ to RAIN E 1 I LLOW LEN I AROAILIMITS f J LO. \ \ \ I / i n 1 \ / / I s+ 1 I, I 1 / , 1 I 1 \ I i o if / I i I / / (' I / / G - , , \ `` y 1 1 I \L J /1 \ 1 1 I r 1 \ / 6i \ r-I v ` 1 I 7 r _b1r ,, \ \ `\ \ , -r-- r 1 I i .I \ \ / \ \ , _ , r / , \ \ \ \ I 1 ! I I I + I c -__ __ L ao V it o \ \ \ t 61. --- _= - - - - -- ___ -- % = ---- - - -__- - - - -- _ - -_ ---- - - -- -- __- _ -- -- _ - -- - - - _ -___ _ -- - - - - - -- == ME THOD WORKSHEETRATIONAL11IIET L---- - - - - -- =_ -- -- - -- - -- _ -z--- 9 6011111 _ - S tO M. f _ - -- - -- - --- ------------------- ,r - - - - -- _ '7 -- --- - -- _ - - - -- Project Willow Glen DICKERO OAD -,0 TTE _ _ - ---- - - - - -- - - -- - - - -- - - - -- -- _ - - -- "_r'_ - -- - - - - - -- _ -- _ - _ - - - - -- - __ -_ -- -- - - - - -- _ - - -__ _ = - -- - -- r----- _____:------ - - - - - ' Watershed ID: Pro-DevelopmeAREALIMITS \ _ - - - - ; es y - - - -- - Drainage Area: 25.56 Acres i ` \\ \\ \\ ` ` `\ r / a+ ( / l /) ' . -------- - - - - -- c- factor: 0.30 (See worksheet) t \ tc: 19.04 rnins. (see worksheet) r I Q(2): 23.41 cfs Q(10): 31.18 cfs i / \ , / / / / , L arc -'(' I Time of Concentration Worksheet 1 I Overland Flow Time Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.1 on Page 1 -13E) A.I l f 1 /1 i (/ // I r 1 1 1 ; \ Notes: i ' / / j / / I f 1 1 \ I r 1 -- - - - - -- , 1 I , / ' / /l 1 1 1 _ - - ' i \\ 1) Length of overland flow alWeyS <= 200 ftr0 , - ij _ _ , n I 1 r ' I ° / ,' / ; , , ,/ _ _ I I I ' I - I I 2) Calculate a separate Tc for each g co ver condition along the flow path CP. 1 , / / / I I 1 I , \ • w 1 f , `\ , r 1 , , I ,/ ,' / / ; /' , ` 1 , 1 , \\ 200.00 Enter length of Strip {ft) Sample C values: r -------- - - - - -- 10.00 Enter Slope (% or ft/100ft) 0.22 Dense grass Rat ional Method C IEnterIonaaVa ue s0.30E 0 28 Average grass I , _--- - -_ -> E - , / i i / ' ' \ \\ 1 ! i 1 , i \ `\ \ 0 36 Poor gra Lo. ° _ 1 ' i L - - -ac _ += - -- , , I + } 1 /'/ /' /' ,-- - - - - -- ,'' t / i J i9 \ 10 Result Tc (minutes) 0.48 Bale Sol n r ----- - - - - -- / o. \ l - - - -' - - - - - -- , - - -- ' 0.90 Pavemeo ---------------- - - - - -- I Tom, __ - - - 1 1 ° i / /---- - - - - -- __-- - - ---- --------1 i - - - -- jl -- x• - - -\ - - - - - -- \ m 1 +\ oo \ 1 ' / -- _ - - - -- - - 1 r ---------- - - - - -- f o 1 I 1 , ( ____ -- ___ - - -- o L_________ _ _ _ _ __ o - - _ - - - -I , Shallow Concentrated Flow Time 11 ' -_` -___ _ _- Source: SCS Velocity Graph as published in Virginia Erosion and t Control Han Third Edition (Plate 5-2 on Page V -1 )Sediment Handbook, Th' P 2 13 \ / I /' ----------- - - - - -- -rn, - - - -- Notes: CP. o2 / s. ; ,/ , J r I ( -------------- -- - - -- - --- - , f - ' -- ___ _ -_ _ _ -_ - 1) Not intended forvtiell- derived channels - see channel flow calculation o / r r \ f _ - - - - -- I / t , _- __------------------ - - - - -- \ - - "` __-------- - - - - -- ground covlercondrtron along he fl path009 _ _ ! _ _ _ _ _ - _ - - - - _ - 2) Calculate a separate Tc for each rou n t ow 2 .001 Enter Length of Flow c ---_ ---------- -- 9.65 Enter Slope (% orft/100ft) 0. 0.77 Result Tc (minutes) IF UNPAVED Result Tc (minutes) IF PAVED L_ ` _ / Channel Flow Time m. a- - -_ - -- -\ / , /,, o K rp ch Chart as modified !n VDOT Drainage Manua (F ig. o age -Source: i i a e I. n f Notes t ' 1) For small drainage basins. 2) For concrete channels, use 0.2 *Tc 1388.00 Enter Length of Flow (ft) AIRPORT g g52.00 Enter Hei of most remote point atop flow path above outlet 7.51 Result Tc (minutes) SZ9-- - - - - -- - - --- - 'i - --- Pipe Flow Time Assumes 10 ft/s velocity in pipe 0. 0 Enter Length of Flow in Pipe (ft) Result Tc (minutes) o 0. Rainfall Intensity (Albemarle County, Virginia) m f ------- `---- - - - - -- Return Duration Intensity 1 _ Period (mina.) (in /hr) c _ - • 5 19.0 3.6 10 19.0 4.1 25 19.0 4.6 50 19.0 4.9 100 19.0 5.4 i° , \ ` _ - --------------------- _ Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data o r•.n sCA. Date: 5/6/2008 Designer: AGF Weighted c- factor Worksheet Cover Ty a I Area c It 1nda%mtnr ad Land 1 25.56 1 0.30 c4actor = 0.30 0 50' 100'W OO T T3XINIA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434 - 295 -4005 FAX 434 - 295 -2103 a o F z w pyTH OF GI Alan G. Franklin Lic. No. 35326 W ssl o NA L yTH OF 117 U Cf r , Steven W. Edwards r CerL No. 0931 U PC P E A R Gti SCALE: 1" =100' ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permiss ion from Terra Concepts, P.C. Also, these plans may not be assigned to a thud party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET. OF 62 Watershed ID: Biofilter #2 Drainage Area:0.22 Acres c- factor:0.62 see worksheet) tc:5.00 mins. (see worksheet) Q(2):0.69 cfs 0(10):0.88 cfs Project:Willow Glen Date:5/6/2008 Designer:AGF Time of Concentration Worksheet Weighted c- factor Worksheet EE WOOD r r ' 1 I r DETENTION P D.A. = 2.03 Acres c = 0.70 tc = 5.00 mins. Q2 (peak) = 1.40 cfs Q10 (peak) = 2.53 cfs 1 ND I I f ` r I i Stormwater Detention Co Post Development Peak Discharge AnI t ilTN1; SWM /Amenity Bio- Bio- Filter Bio-Filter Total Time Pond Detention #1 #2 No-SWM Q2(pos minutes (cfs) (cfs) I (cfs) (cfs) (cfs) (cfs) g rlir`1` = Illo' - f =I 1 ', Ii ` ' ' i '+' i . r r r ance 2 Vr storm 12.24 116.26 dduration = is mr No -civvm, tslo-ve[enuon, at olo -rmCl +r I,+re_ 9.25 221.65 dduration = tc for SWM /Amenity Pond 8.08 221.06 ccritical duration time for Bio-Filter #1 Overland Flow Time CoverType Area c AMENITY PONDSource: Seelye Chart as modified in VDOT Drainage Manual (Fig. Paving/Rooftop 0.09 0.90 r / S W /' \ Cx'>' *• r` ' " ••r ' „ "• ' ;. ° S 3r, Yom-' 1.5.1.1 on Page 1 -13E) Developed Open S 0.12 0.40 J / /' \ -`, r ,, `•- $^; '1; +: Igr':a i Post Development Peak Dischar a Aria is - 10 storm Notes: D .A. AA. = 17.cres - F: w .. _, tre Meys < = 200 fl -- -_ __ - ' y g t• '° yet':' .'• ' • o, ' :,I men Drain a Facie 1) Length of oriand flow aivWys .w1. a ' t "'` rq R k' SWM /Aity Bio- Bio-Filter Bio-Filter Total I / " # 1 ' Time Pond Detention #1 #2 No -SWM Q,o(post) Description2) Calculate a separate Tc for each ground cover condition along the flowpath - ., > ,l +• : • :;.c - 0.67 , ,.. •, . ., __ , 25.00 Enter Length of Strip (ft) Sample "C" values: c- factor= 0.62 ' //, ti \\\ / / , \\ - -- _ /''. ; > v § I ' "^ k..z, y. ; f•'•^ ^ ::r. Y E' ' , (minutes) (cfs) ( ) ) -cfs cfs (cfs) (cfs) (cfs) ope( ) g , - // tC = 11.67 rains. 1 1 (' € $' '' * "° ' a 5 5.02 0.92 0.58 0.00 15.71 22.23 duration tc for No -SWM, Bio-Detention, & Bio-Filter #1,#2 25.00 Enter SI % or ft/1 0.22 Dense mss /` 0.90 Enter Rational Method "C" value 0.28 Average grass ,' 1 ' , ' i ;t:,' ` +` ,,'. r t'1; 12 15.01 1.45 1.08 0.25 12.09 29.88 duration = tc for SWM /Amenity Pond 5 I 0.36 Poorgmss 1 ' Q (peak) - 11.40 cfs 24 18.06 1.74 0.78 0.45 8.75 29.78 critical duration time for Bio- Filter #2 1.261 Result Tc (minutes) 0.48 Bare soil ____ -___ I , ;;' s 7 { _ 42 18.99 2.40 0.57 0.35 6.40 28.71 critical duration time for SWM /Amenity Pond 10 edit 18.990.90 Pavement / 1 = - - 1 ti : s. • ; s / 1__ I, I , /I ; 52 18.86 2.53 0.50 0.31 5.62 27.82 critical duration time for Bio-Detention Basin i cfs / \ { \ • ^' :.' x . q .. /i/ I Shallow Concentrated Flow Time i Source: SCS Velocity Graph as published in Virginia Erosion and Sediment Control Handbook, Third Edition (Plate 5-2 on Page V -12) - \ Notes: \ / r , - - - -- 1 11 NO -SWM Det i i 1) Not intended for %ell defined channels - see channel flow calculation 2) Calculate a separate Tc for each ground cover condition along the flow path X- Hatched Area) I I I4.0000J Enter Length Enter Slope( % orft/1 _ \\ \ \\ \\ - I \ ! ''- DRAINAGE i DRAINAGE D.A. = 5 .56 Acres 0. 00 ResultTc minutes IF UNPAVED / AREA LIMITS \ \\ / AREA TS i 1 -, tcPATW 0.00 Result Tc (minutes) IF PAVED \ \ c 0. 46 r _ - 1 i \ i I \ r , Channel Flow Time tc = 5 mins.I I \ \ I Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1 -14) I /' \\ - \ 1 r I / j '- - - -- r _ I \ \ \ 1BIO-FILTER #2Notes: - 1 - 1 i / I Q2 (post) = 12.24 cfs 1 _ I 1 \ , 1) For small drainage basins. I / \ / a 1 I - r F_For concrete channels, use 0.2 Tc l7 - 1-- -12D.A. = 0.32 Acres ; , ` I Q10 ost - 15.71 cfs _ _ \ 0.00 Enter Length of Flow (ft) / / / i I - ' _ i I ` i ` _ , \ w 1 \ 1 I 11 \ 52.00 Enter Height of most remote point along flow path above outlet C - 0 , \ \\ \ 1 ( I BIO-FILTER #1 \ - - 1 i - -- \ i Z i \ I i i I I 1 i 0.00 ResultTc ( minutes) 0t 5 mine D.A. = 0.32 Acres`Pipe Flow Time Assumes 10 ft/s velocity in pipe Q2(pre) - 0.25 cfs tC I I 'al _,i, 3Ny d _ ` r 175.00 Eller Length of Flow in Pipe (ft) `\ Q - rr , , \ I I 1 > \ \ \ c 0.67 I r`\`` y - ss , I 10 (pre) - 0.45 cfs / , I I - ,. , T -- - - - --- " r J 29 \ , / I 1 ' I 1 \ I I i \ \ I # T -' I I r I t - 5 rains.0. Result Tc {minutes) -_ -- -r ' % -- Rainfall Intensity (Albemarle County, Virginia) Q2 (p = 0. 70 cfs _ -' _ - J Return Duration Intend ty < r' \ / / / \ 1 Q10 re 1 .08 cfs L _-iziI \ \ } I cr Period mina. in /hr \ > / I W J / _ I IQI I 1 I 1 I 2 5.0 5.2 10 5.0 6.7 I WI \ 1 ` I I L J m. L- - - - - - r I[r -- 1 \ \ \ \ \ , - ! i , rr J ^ 141 \ l / / L - - - \\ \/ \\ r255.0 7.5 \ / / 11 I / i a I r - - -- 1 ILr_ L --i I 100 5.0 8.8 i' / / / ( / : J505.0 8.0 / / ill! l l _ L - - - - -J ( \ \ , `_- ,ns, 110d _ J Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data L .V I DR INAGE1 O _JAI EA /Al IT1s' \ I j 111 1 t ' rm IlAREALIMIt I I / C O , / \ . \ \ \\ ' i - r - - \ 1 - ~ \ II \\ f ' . 1 j I f 1 / `} I 1 I / rY \ \ i\ I - 17r} c L J O c / 1 I n I 1 I \ I 1oa' \ \ r / I II I 1 > / G `- r .. ` / --,4- I ( / I I I \ ,( 1 \ I r I / \ \ 1 ! rJr-I ! I Y Y / - \ I k \ / - i - \ - -- _ \ L------- - - - - -- -- -- - -- - ---- - - - =- - -N R f TE 6 , V 1 - J -- ------------ - - - - -- ------- - - - - -- - -- _ ------- - - - - -- - _ _ ------------ - - - - - - -- - - - - -- f _ -_ ------ •V--- - - - - -- ----- - - - - -- - - -- - ' I `\ \ \ 1 j / 1 j / r \ NAG AREN LIMITS \, , , \ ------------- - - - - -- ;` ` r - Y -_ RATIONAL METHOD WORKSHEET project: Willow Glen I ' _ - - - - -- K Date: 5/6/2008 Designer: AGF114 rI ' / i ` \ I I I I // / ice /, i /, I 1 1 % i ` % '' /' /' i _ -- - -a - -- Drainage Area: 5.34 Acres I ° Watershed ID: No SVYM r - -, - AIRPORT ` I i , , --I \ 1 / ) - c- factor: 0.45 see worksheetc. _ _ - J ' tc: 5.00 rains. (see worksheet)Al IL r / t 0(2): 12.49 cfs p09- _ _ i I , ! r , ! c / / , / / / 1 1 Q00): 16.07 cfs rn METHOD WORKSHEET ,' ,f' , - RATIONAL METHOD WORKSHEET Pro Wallow Glen Ti(se of Concentration Worksheet Weighted c- factor WorksheetRATIONALMETHODWORKSHEET _ RATIONAL Pro ect: W low Glen > , , ,Pro ect: Willow Glen jl Date: 5/6/2008 Date: 5/6/2008 i l i --`' Designer: ner: AGF 5/6/2008 Overland Flow Time Cover T Area e Designer: AGF Designer: AGF / / g rn / / / , Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. PavinglRooftop 0.55 0.90 Watershed ID : BkW ter #'1 1.5.1.1 on Page 1 -13E) Developed Open Space 4.79 0.40 Watershed ID: SWM /Arrtenity Pond Watershed ID: Bic- Detention / / / i Drainage Area: 0.32 Acres Notes: Drainage Area: 17.65 Acres Drainage Area: 2.03 Acres / // / / , 1) Length of overland flow aMeys <= 200 fl c4actor: 0.70 (see worksheet) c c- factor: 0.67 (see worksheet) ; / / , / r / -factor: 0.67 see worksheet ) Wound cover cond ition along the flow path tc: 11.67 (sins. see worksheet tc: 5.00 rains. (see worksheet) - / =`(- J , /,// tc: 5.00 rains. (see worksheet) 2 Calc ate a separate Tc for i " c4actor = OA5 Q(2)' 45.40 cfs ( ? Q(2): 7.37 cfs /' < Q(2). 1.10 Cfs 30.00 Enter Length of Strip (ft) Sample C" values: r Q(10): 1.42 cfs 33.00 Enter Slope (% or ft/100ft) 0.22 Dense gross Q(10): 59.44 cfs Q(10): 9.48 cfs , / ! - -0.30 Enter Rational Method "C" value 0.28 Average grass 0.36 Poor grass Time of Concentration Worksheet Weighted c factor Worksheet Tlme of Concentration Worksheet Weighted c- factor Worksheet ' I - -_____ __- - -- - -__ Tine of Concentration Worksheet Weighted c- factor Worksheet 3. Result Tc (minutes) 0.48 Bare sdl l - 0.90 Pavement Cover Area cCoverAreacOverlandFlawTime L -- ___----------- - - - --- ___ - - - - - -- Overland Flow Time Cover Type Area c Overland Flow Time - " "- - Shallow Concentrated Flow Time Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. Undeveloped Land 1.00 0.30 Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. Pavi Rooftop 1.22 0.90 Source: e Chart as modified - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - -- _ _ _ _ - _ _ _ _ _ _ -- - Page in VDOT Drainage Manual (Fig. P ' Roaft 0.17 0. _ - Source: SCS Velocity Graphraph as published in Virginia Erosion and Note 1 on P 1 -13E Developed O S 0.15 0•'w Sediment Control Handbook, Third Edition (Plate 5-2 on P V -12 )Open S 0.81 0.40 ------ - - - - -- ) _- Notes:Notes:1.5.1.1 on Page 1 -13E) Pav+ Rooft 8.94 0.90 1.5.1.1 on Page 1 -13E) -------- ------------------ -- Notes: Developed Open Space 7.15 0.40 Notes: ---------------- - - - - -_ -_ alleys <= 200 fl Pond 0.55 1.00 1) Length of overland flow alvoys <= 200 ft _ - - - , 1) Length to a o verland r flow alleys <= 200 ft - - - ) 2 Calculate a separate Tc for each ground cover condition along the flow path 2) Calculate a separate Tc for each ground cover condition along the flow path --- - , 0 2) Calculate a separate Tc for each ground cover condition along the flowpath - - 1 Not i ntended a for well-defined channels -see channel flow calculation 1) Length of overland flow a c- acor = . , _ , f c- factor = 0.67 -- c- factor = 0.87 `"- - - 2 Calculate a separate ft 070 215.00 Enter Length of Flow (ft) h f St ft le "C" values: 25.00 Enter Length of Strip (ft) Sample "C" Tc for each ground cover condition along the flow path 150.00 Enter Lengt of () Sample glues: 00 Erter Length of Strip (ft) Sample "C" values: r ` 25. _ - _ o ft1100ft 0.22 Der se grass 5.00 Enter Slope (% or 0:110011) 0. 22 Dense grass - _ _ °° - _ _ _ _ 25.00 Enter Slope (% or ft/100ft) 0.22 Dense grass 33.00 Enter Slope ( o ft/100ft) 10.00 Enter Slope (% or ) gra _ _ _ - -c _ _ _ -= - - 0.90 Enter Rational Method "C" value 0.28 Average grass 0.30 Enter Rational Method "C" value 0.28 Average Wass 0.90 Enter Rational Method "C" value 0.28 A verage grass - _ _ _ _ _ _ _ - - _ _ _ ` _ a4 ! ; _ _ _ - - _ _ _ _ _ 0. Result Te ( minutes) IF UNPAVED 0. Poor grass 0.36 Poor grass - ___- - - - - -- __ -__ -_ - 0.36 Poor grass 9.53 Result Te (minutes) 0.48 Bare soil 1.71 Result Tc (minutes) 0.48 Bar& soil _ _ _ _ _ _ _ _ _ _ ! _ - _ _ _ _ _ - - / --- 1.Z9 Result Tc (minutes) 0.48 Bare soil O. Result Tc (minutes) IF PAVED 0.90 Pavement90Pavement - --- i . Channel Flow Time 0.90 Pavement 0 / '! Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1 -14) Shallow Concentrated Flow Time ----- Shallow Concentrated Flow Time Shallow Concentrated Flow Time Source: SCS Velocity Graph as published in Virginia Erosion and _- Source: SCS Velocity Graph as published in Virginia Erosion and ( 10, Shallow Source: SCS Velocity Graph as published in Virginia Erosion and f Notes: i°; `\ " Sediment Control Handbook, Third Edition (Plate 5-2 on Page V -12)Sediment Control Handbook, Third Edition (Plate 5-2 on Page V -12) 1) For small drainage basins. Notes: 2 Sediment Control Handbook, Third Edition (Plate 5-2 on Page V -12) Notes: Notes: 0.00 For concrete channels, use ( ) No 1) Not intended for vial! - dchannels - see channel flow calculation __- 1) Not intended forwdl- defined channels - see channel flow calculation Enter Length of Flow 52.00 Enter Heigh of most remote point along flaw path above outlet 2 t intended a separate Tc for each ground cover condition along the flow path 2 Caloulate a separate Tc for each ground cover condition alorg the flow path _ _ 2 Calculate a separate Tc for each ground cover condition along the flow path e 1) Not intended for well-defined channels -sae chancre! flow 131.00 Enter Length of Flow (ft) - _ 0.00 Enter Length of Flaw (ft) 0. Result Tc (minutes) 88.00 Enter Length of Flow (ft) 4.00 Enter Slope (% or ft/100ft) - _ --' -__ i 4.00 Enter Slope (% or ft/100ft ) 3.511 Enter Slope (% or ft/100ft) - -- '___,_ 0.49 Result Tc (minutes) IF UNPAVED 0.Result Tc (minutes) IF UNPAVED 0. Result Tc {minutes) IF UNPAVED Pipe Flow Time 0.38 Result Tc (minutes) IF PAVED 0. Result Tc (minutes) IF PAVED - - _ - - - _ - - I - _ _ _ 0.00 Result Te (minutes) IF PAVED Assumes 0.00 Enter Length of files velocity F low in Pipe (ft) pipe nt F Channel Flow Time Channel Flaw Time _ _ - _ _ _ - --' / Channel Flow Time 0. Result Tc (minutes) Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1 -14) Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1 -14) - - " Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1 -14) Notes: Notes: Notes: V1) For small damage basins. Rainfall Intensity (Albemarle County, rg ) 1) For small drainage basins. 1) For small drainage basins. 2) For concrete channels, use 0.2•Tc 2 For concrete channels, use 0.2'Tc 2) For concre Enter channels, use ( ft) ty 0.00 Enter Length of Flow (ft) 0.00 Enter Length of Flow (ft) ; 0. Eller Le hmgt of Flow ft Enter Height of most remote point along flaw path above outlet Period (mins (In /hr) Duration Intensi 52.00 Enter Height of most remote point along flow path above outlet 1 l. 52.00 Enter Height of mostremote point along flow path above outlet `° 52.00 2 5.0 5.2 .2 0.00 Result Tc (minutes) 0, Result Tc (minutes)0. Result Tc (minutes) 5 5.0 5.9 10 5.0 6.7 Pipe Flow Time - --- - Assumes 1 We velocity in pipe 25 5.0 7.5 Pipe Flow Time Assumes 10 ft/s velocit • Assumes 10 ft/s velocity in pipeInpipe 350.00 Enter t ength of Flow in Pi pe (ft) 50 5.0 8.0 100 5.0 8.8 995.00 Enter Length of Flow in Pipe (ft) 500.00 Eller Length of Flow in Pipe (ft) Intensities derived from NOAA Atlas -14 Rainfall Precipitation F uency Data 1.66 / ° 0.58 Result Tc minute Result Tc (minutes) ° i' \ , \ 0.Result Tc (minutes) ( ( , l \ \1 \ a Rainfall Intensity (Albemarle County, Virginia)Rainfall Intensity (Albemar mleCounty, Virginia) \, Rainfall Intensity (Albemarle County, Virginia) Y- 1 , \• \` \ \ ' , Return Duration Intensity Return Duration Intenalty Period mrins. n i INrh ty Period (mina.) (fa /h f Pe Hod mina. 2 11.7 3.9 2 5.0 5.2 5 5.0 5.9 5 11.7 4.5 5 5.0 5.9 5 11.7 5.1 10 5.0 6.7 10 5.0 6.7 25 11.7 5.7 25 5.0 7.5 f, 25 5.0 7.5 , 50 11.7 5.1 50 5.0 8.0 211 50 5.0 8.0 0 50' 100' 200' 400' 100 11.7 6.6 100 5.0 8.8 100 5.0 8.8 CP. Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data TILX3 TX31%'A CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a Oil 0 U Is e C) z w TH OF P r Alan G. Franklin x lie. No. 35326 W o w, NA 1, 111 OF I Steven W. Edwards r" Cent: No. 0931 F' w P E A R Gti SCALE: 1" =100' ISSUED: 05 -27 -08 DRAWN BY: AGF SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, clanged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party withwt first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET Ar OF 62 F id 310-1 D.A. Bio 51 sf c 025 = 1 e• D rte Low I VIU Binf M /AMU D.A. = 17 Retention B 1, 766 sf of Ii 10.5/12) x 4 of WQV Pi PONU s r% III WIT pervlU sf Bir 11 ra o!h u D 1 9 B10- FILTER 91 D.A. = 0.32 Acres Biofilter Type 1 7,405 sf of Impervious Area 7,405 x .025 = 185 sf Biofilter Area R Biofilter Area Prnvided = 390 sf (Elev. NO -BMP P --,- (X- Hatched Area) D.A. = 5.38 Acres 18,697 sf of Impervious P Nn On -site BMP Provide 2i I n Al V. 91 M F64 :3SMIWOI. :ZO1_l.TI:14 r =:l e r ' M 3,000 PSI CONCRE' 24 48" A 1 CONCRETE CRADLE 36,) DETAIL 1D-o00 N.T.S. 6'x 6' 8'X8' REINFORCED CONCRETE CONCRETE BASE BOX a I VDOT STD. STA STEPS I 24" RCP I 72" 96" L) x 0.5'(H) ORIFICES, TYP I I I° 6" 72" 96" PLA PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK WITH LOCKABLE ACCESS HATCH FOUR (4)1.0'(L)x0.5'(H) I T= 52 5.155 •••_•••_..•_..._..._...-100-YR STORM PEAK WSE 525.91 ORIFICES W/ TRASH RACKS 10-YR STORM PEAK WSE 525.24 INVERT ELEV. 524.65 ... - ... _ ... _ ... _ ... _ ... _ V 2 -YR STORM PEAK WSE 524.65 FOUR (4) 1.0'(L) x 0.5'(H) ORIFICES W/ TRASH RACKS INVERT ELEV. 523.00 NORMAL WSE 523.00 AQUATIC BENCH a INV. 518.50 a 8'X8' 24" RCP CO RETE a _ a a 24" SECTION D SWM /AMENITY POND OUTLET RISER 36 7 _ 111171- AIL N.T.S. 540 530 520 510 ZONE INUDATION RANGES: WETLAND INDICATOR STATUS: ZONE 1 = DEEP WATER ZONE 18" - 6.0' BELOW NWE OBL ZONE 2 = SHALLOW WATER AREA 0 - 18" BELOW NWE OBL ZONE 3 = SHORELINE FRINGE 0'- V ABOVE NWE FACW, FAC ZONE 4 = RIPARIAN FRINGE AREA ABOVE WATER QUALITY AREA FAC, FACU ZONE 5 = FLOODPLAIN TERRACE BETWEEN 2 -10 YR. STORM FACU ZONE 6 = UPLAND AREA NO INUNDATION TYPICAL FACU B BMP PLANTING ZONES 36 SECTION N. T PLANT LIST FOR SWM /AMENITY POND REQUIRED BY THE COUNTY): Label ISclentificName ! CommonName Quantity ;Root Comments AA Acornus americanus Sweet Flag _104 12" plugs AI plants from one source; (OBQ) -Plant Depth 6" -12' below VIE 2 O. AP ;ANsma piantago-aquatica !American Water Plantain . 39 2" plugs !AN plants from one source (OBL) -Plant Depth 8" -12" below VIE 2' O. ICS lCarex stricta Tussock 196 - r _ (OBL)-Plant 11E WC2" plugs IAN plants from one source; (OBL) Plant Depth 5' -12' below V ICV ;Carex vulpinoidea "Fox Sedge 70 Z plugs IAII plants from one source; (OBI.) -Plant Depth 6" -12" below VNE 18"1 ONrisversicolor'Blue Flag' `Blue 9 tls - 109 2" plugs AN plants from one source (OBL) r lutes I duck - Plant Depth 6 " -12" below V4- V4- 2' OF._._ -. ._ .... ..._._._......_._...-___...._._ _,.._ 1 INLI _ 2 O.Nu (OBL Plant _43 2 pw9s All ants from one source -Rant Pm 6' 12 " below plants ( ) PC 7Pbntederia cwdata i Plckerelw eed 78 j 2" plugs °AN plarrts from one source (OBL) -Plant Depth 8•' -12" below 1NE 2' O. R/ ; PeNandra v'irghica (Arrow Arum 80 2" plugs IAN plants from one (OBL)- TPlant Depth 6' -18" below 1NE Z O. ruSC„ Saurus cemuus , Lizard's Tail { 78 2" pItlgs AN plants from one source; (OBL) _Plant Depth 6" -12" below 11112' O. SL I Sagktaria Woke I Duck Potato 123 12" plugs AN plants from one source; (OBL) -Plant Depth 12 " -18" below VIE 2' ST Scrcpus tabernaemorrtarn ;Soft stem Bulrush _ ._98 - 2" pkjgs IANplants from one source (OBL) -Plant Depth 6 " -12' below 111IB 2'0. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTU CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHINICAL ENGINEER TO BE PRESENT DURING CONSTRUCTION OF DAMNS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSI HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. VDOT C1 Z_ \\ \ CLASS SI•lNE RIP RAP \ \ \ J 5 S \ \ 0 10' 20' 40' 80'z \ V RIVERSTOf . j \\ co OJ D RIP RAP WEIR `y, o \ \\ L_ \ E LEV. 526.00 / TBRRRRRR E \ \ \ LOT 45 CQN TE PILLV(A \ \ CKIEIR (52.0) THROUG OT (;H IN \ BULKHED ( 5 0) , \ 1 cn -I 1 _ \ \ V A \\ \ \ LOT 44 \ I I \ I \ I \ \ \ \ \\ \ fn o 1 I \ I \ \ 1 \ \\ I \ \ \ \ \ I \ I I \I \35-CV \C i \ > C. 1 iI I 11 114N \I 1 I f \4 \ i rLOT43I4 ° ; ! t \ \ \ I\ t I x \; / I I \ \ \ \ - C. r /I \I I r 1 V , \ IS IE to \ '` \I \ t TIMBER "NAUTICAL" \ \ \ \ \ \\ \ t BULKHEAD \ i = 526.50 5Z2.002 \ \ \ t A NoI11 \ I \ ti\ ok ca 1 ; i ' x4' REINFORCED` - \LOT 41 - 10 AQUATIC B ,CONCRETE POND \ TRANSITIAN B OU TI ET STRUCTURE \ ZONE 1 & 2 ' ` \ \ (SEE TAIL) \ TOP/Of AQUATIC BENCH = 22.5'0 \ TOt OF AQUATIC 6ENCH = 22.06 \ ~ \ \ \ Co n /. \ 1 - WSE = 523:00 1/ CLASS I RIVERbT n -d / / - - . r \ / \ ` ' - RIP RAP (VDOT EC -LOT /•, , \ \ \ ' , RIP'MP LINED \ LEVEL SPREADER X21 N i i _yam / - , p \ \ \ 1 '' • . - /' \v ' j / i • " , i i , I ,-, \ \ , -\ g _ _ / \ a \\ O SAFET`/ - -T VDOT STD. EGi CLASS I RIVERS ON I w; N SPIL R ' 00 \' .- 1 E _ MB RIP RAP \ / ; - / ) 0' 28 - LOT - C ' 3 i r RAP 1, s ! %- - I\ `\ \ \ SOT - - - - ' ' \ / ! I \ / 39A W W 00 k _ ~ O ° J / i J \/ - ' I 1 I \ i \ • / I ` x l / - ' 'i i y lttl:INy / k _ i y } y ` - Y I / • '. r / Y /('/ _ / ! jai \ '_ - ~/ \ /\ \ "i, i: r.Wne.c,i / / C SWM /AMENITY POND PLAN 36 DETAIL SCALE:1 " =20' 0 +00 0 +50 SWM /AMENITY POND SECTION SCALE: 1 " =10' H;1 " =10' V I +UU I +bU L +UU Z +Z)U J +UU 530 520 J.ILJ ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 C11 w m w z A z w OF Alan G. Franklin a Lic. No. 35326 w lO S J ONA L tiTH OF Steven W. Edwards r` Cert No. 0931 U c9 P E A I1 G SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any font or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without wMten permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written autFwrizafion of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET ,; l OF 62 a SEE STO ATER NAGEMENT LAN FOR PLANTING D TAILS 10'10' 10' SA 10 10' QUATIC AQUATIC SAFETY MBANKM NT CU OFF TRENCH BENCH - BENCH BENCH TYPICA EXISTING GRADE POND CONTROL STRUCTUF E RADED FILT DIAPHRAGM PROPOSED GRADE 6'x6' RC. RISE R W/ PLASTIC SOLUTIONS, O OR SEEPAGE CONTROL EQUAL, TRAc H RACK WITH OCKABLE MA ESIGN AND C NSTRUCTIO TO BE ACCESS A N VDOT ST -1 SVDOT PS ELEV'UPERVISED Y A GEOTECH 1CAL ENGINEER RIM EL 527.00 F1 F:v T MAX HEIG T MODULAR R TRAIL 10 -YR STORM WSE = 525.24 0 -Y10 R S RM WSE 5 5.91O =fSE-E DEIAIL 5% SD -API VDOT STD.ES TIMBER RETAINING WALL INV. OUT 51 00 TW = 530.00 R 2H LEVEL SPREADER BW = 527.00 ELEV. 527.00 S E DETAILS BY 1 11 01 111 - 1104;: An OTHERS) o BOTTOM LEV. 517.00 526.50 RERENIA STREAfy!• ELEV.TIM ER "NAUTICA BULKHEAD 24" RCPT PLACED ON Db RIOT ISTUR$1)B 522.00 521.50 SE DETAILS BY C THERS)CONCRE CRADLE TW 526.50 SEE CRA LE DETAIL) T S: 1. ALL,EMBANKMEN MATERIAL AN PLACEMENT SHALL CONFC RM TO STRUCTURAL BACKFI L SPECIFICATIONS IN "MINIMUM STD.3.01, EARTHE EMBANKMEN S" OF THE VIF GINIA STORMWATER MANAGEMENT HANDBOOK. 2. CO TRACTOR SH LL CONSULT TH GEOTEC NICAL ENGIN ER FOR ADD17IONAL DESIGN REQUIREMEN S. 3. GE TECHNICAL E 14GI NEER SHA L BE ON -SITE URING CONS RUCTION OF EMBANKMENT IND SPILLWAY. 4. 24"RCP TO HAVE ATERTIGHT DINTS. 0 +00 0 +50 SWM /AMENITY POND SECTION SCALE: 1 " =10' H;1 " =10' V I +UU I +bU L +UU Z +Z)U J +UU 530 520 J.ILJ ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 C11 w m w z A z w OF Alan G. Franklin a Lic. No. 35326 w lO S J ONA L tiTH OF Steven W. Edwards r` Cert No. 0931 U c9 P E A I1 G SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any font or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without wMten permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written autFwrizafion of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET ,; l OF 62 a TERRA CONCEPTS, P.C. PLANT LIST FOR BIO- DETENTION POND REQUIRED BY THE COUNTY): Labeli ScientificName CommonName Quantity! Caliper Height Root Comments - CS Comus sericea Red -osier Dogwood s 17 3 G Dense form healthy color; urorm branching; 5' O.C. CY Ca ly canthus fkxidus'Athens'Athens Comtion Snreatshrub 11 3 G Dense forrr>; healthy color; uniform branching; 4' QC. Fes'lox 9 mga Ngra kakber -ry 17 3 G Dense form: healthy color; uniform branching; 4'0.Q L5 Liquidarrbsr styraciflua'Rotundiloba'Rotundibba Snreat Gum 1 1 -1.5"B&B Straight trunk; branching begins at 3% balanced head ND Mstasequoia glyptostroboides Dew n Redw ood 1 4' B&B Dome fornX healthy color; uniform branching W Magnolia vrginica'Austrars'I Australis Sw eetbay Magnofia 4 _4 B&B Mullti- -trunk (3-5 trunks); dense, uniform branching S1 i Seed Seed 42 00 seed (s.f.)Seed W #1 See Notes for plant species and percentages SB Sala babybnica__Babylon Weepingng W B&BJcont ' Muiti -trunk (3-5 trunks); w d pruned (no straight w hip trunks)_ TC Tsuga canadensis 1 Canadian Hemlock 3 4' B&B Dense form healthy color uniform branching to the ground 1VR Viburnumx rhytidophytloides 'Alleghany'Allegheny Leatherleaf Viburnum 22 3 G Dense form healthy color; uniform branching; V O.G ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHINICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMNS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Itl -= kl e*LTH OF t Alan G. Franklin Vd lic. No. 35326 W O W 1P SI 0 NA L REINFORCED CONCRETE - 15" RCP CULVERT PLASTIC SOLUTIONS OR EQUIVALENT TRASH RACK W/ ACCESS HATCH RISER CREST — ELEVATION 527.50 540 BOTTOM 15" RCP CULVERT INV. OUT 521.50 a• ONE (1) 8" DIA ORIFICE AT 526.00 W/ TRASH RACK a • Ile. L .! I I ' V 100 YR STORM PEAK ELEV 527.71 _ YR STORM, PEAKELEV.. 5274k6 _ • • • _ 2 YR STORM PEAK ELEV_ 527_07 ONE (1) 8" DIA ORIFICE AT 526.00 W1 TRASH RACK BOTTOM 6" PVC UNDERDRAIN INV. IN 521.60 4 12" CONCRETE BASE 60" SECTION BIO - DETENTI POND RISER STUCT. BD -2 DETAIL 530 520 510 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 - 295 -2103 O 0 Iva ZZ 0 P a p F., 040 F 1 z h•!•i 0 W W O Z o w B z P ptiTH OF I r± V f Steven W. Edwards C Cert. No. 0931 F' y U C'9 P E A1z SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS AN rights reserved. No part of fha material protected by this copyright ( plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retriev system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written auttrorizafion of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. 0 +00 0 +50 1 +00 N.T.S.BIO- DETENTION POND SECTION SCALE: 1 " =10' H;1 " =10' V 540 530 520 510 SHEET OF 62 A 0V rA BIO - DETENTION POND BMP PLAN 36 DETAIL SCALE: 1 SD- PON CONTROLSTRUCTURE SEE STO MWATER 48"C RISER W/ P STIC SOLUTI NS, OR MANAGEME T PLAN FOR 6' M HEIGHT MODULAR EQU L, TRASH RACK WITH LOCKABLE MAN PLANTIN DETAILS F RETAINING WALL ACC SS AND VDOT ST -1 STEPS BW =530.00 INV.UT = 521.50 8' SEE DETAIL)EMBANK.EXISTING G1 RADE PROPOSED GRADE ELEV. IT _ TO-10 YR WSE =530.001 GABION BASKET f 52 56 5 27.71 _LEVEL SPREADER ELEV. 522 00JAN 2'-6" B OFILTER MIX XrW: PER TATS STAND RE 1 VUNE ERDRAIN GRA EL WRAF PED IN GE OT H FABRIC 6"PERFORATED DR 35 SD -BD1 AAS TO M43, 1/2 "-1'T D@ 1.% SLOPE MIN)VDOT STD.FES INV. OUT 1.00 PER NIAL STREAM 6" NON-PERFORATED SDR DO b IOT DISTURBI) 35 PVC @ 1.SLOPE (MIN) NOTES: 1. THE NEED FOR ADD 71ONAL PERMANENT EROS104 PROTECTION FROM EDGE OF PAVEMENT TO THE BOTTOM OF THE BIC RETENTION A EA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. THE DISTANCE BER VEEN CLEAN-TS WILL NOT EXCEED 50 FEET. 0 +00 0 +50 1 +00 N.T.S.BIO- DETENTION POND SECTION SCALE: 1 " =10' H;1 " =10' V 540 530 520 510 SHEET OF 62 A 0V rA BIO - DETENTION POND BMP PLAN 36 DETAIL SCALE: 1 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 4005 FAX 434 -295 -2103 550 540 530 0 +00 R P CULVERT15CC REINFORCED CONCRETE - PLAN PLASTIC SOLUTIONS OR EQUIVALENT TRASH RACK W/ ACCESS HATCH RISER CREST — ELEVATION 543.00 0 +50 PLANT LIST FOR BIO- FILTER #1 REQUIRED BY THE COUNTY):_ 1+00 550 560 540 550 530 540 Label 1 ScientificName SD -BF1 -2 Comments Root lAmelanchier arboree'Auturm Brilliance'Autumn Brilance Serviceberry BBB Mold- trunk (3 -5 trunks), dense uniform branching.AA CY Caycanthus fbridus 'Athens'Athens Cbrmion Sw eatshrub 5 3 G ER W/ PLASTIC SOLUTIONS,OR EQUAL, TRkSH RACK WITH 7 _ _3 G ` 48" RC RI S1 Seed Seed 1000 i seed (s.f J ! Seed Nbc #L See Notes for plant species and percentages Australis Sweetbay Magnolia 2 4 LOCKABL MAN ACCESE,AND VDOT STA STEPS MUST BE EVALUATED ON AN INDIVIDUAL FIROJECT BASIS.LEVE SPREADERRIMELEV543.00 2. THE DIZETANCE BETWEEN CLEAN -OU S WILL NOT CEED 50 FEE EXISTING GRADE ELEV 546.00INV. OUT 538.00 6'PROP SED GRADE 4'EMBANK. 10 - CL NOUT,LEV. GABION BASKET ELEV.550.00 NP 10 -YR ME LEVEL SPRDE543 ELEV. 0 M3.2 00 ELEV. 538.0 549.549.00 2'-6" BI FIL R MIX H .•,.k >x: '=` z £ : PER STATE.STDS.)I"F OF 15" RUP I Q 1 -227 rb r r. (DO NOT ISTURBI6" PEAGRA L LAYER SD-F1 -1 1' UNDERD IN GRAVEL 6" PERFORAT D SDR 35 VDO STD. FES IN GEOTEC FABRIC PVC @ 1.% S OPE (MIN)INV.UT 537.50 PERENIAL STREAM 5.00 AASHTO M 3,1/2" -1"TO DI 6"ON -PERFO TED SDR DO NOT ISTURBI) 35 PVC 13 1/2 "-1 ")NOTES:GRADE NO UNDER N 1. THE NE ED FOR ADDITI NAL PERMA NT EROSION ROTECTION FROM EDGE OF PAVEMENT T THE BOTT014 OF THE BIOR TENTION AR MUST BE EV LUATED ON INDIVIDUAL PROJECT BASIS. 2. THE DI TANCE BE EN CLEAN -0U SWILL NOT CEED 50 FEET 0 +00 R P CULVERT15CC REINFORCED CONCRETE - PLAN PLASTIC SOLUTIONS OR EQUIVALENT TRASH RACK W/ ACCESS HATCH RISER CREST — ELEVATION 543.00 0 +50 PLANT LIST FOR BIO- FILTER #1 REQUIRED BY THE COUNTY):_ 1+00 550 560 540 550 530 540 Label 1 ScientificName CommonNme _ _ a iQuantity ;Caliper : Height ' Root Comments Root lAmelanchier arboree'Auturm Brilliance'Autumn Brilance Serviceberry BBB Mold- trunk (3 -5 trunks), dense uniform branching.AA CY Caycanthus fbridus 'Athens'Athens Cbrmion Sw eatshrub 5 3 G Dense form; healthy color; uniform branching; 3' O.0 N ltee virginica'Henry s Garnet'Henry's Garent Virginia Sw setspire 7 _ _3 G `Dense form healthy color; uniform branching V O.C. S1 Seed Seed 1000 i seed (s.f J ! Seed Nbc #L See Notes for plant species and percentages ONE (1) 8" DIA ORIFICE AT 526.00 W/ TRASH RACK 100 YR STORM PEAK ELEV. 543.12 10 YR STORM PEAK ELEV. 543.09 V 2 YR 3TORM, PEAK ELEV_543_07 1 f' BIO - FILTER 'I raBOTTOM • „ , f .• I I• 7 15" RCP CULVERT INV. OUT 538.00 • ' 6" PVC I I • •' UNDERDRAIN A 20 BOTTOM INV. IN 538.10 4 • 12" CONCRETE b • ' ' • ' BASE 60" SECTION BIO- FILTER #1 RISER STUCT. BF1 -2 DETAIL m-M N.T.S. NOTES: CommonName Quantity Caliper Height Root Comments AA Amelanchier arborea Autufm BriancW , Auburn Briiance Serv'ceberry 1 1.52'B&B at 3'• balanced headStraighttrunk; branching __. _ , Ili lax bra ra9 ' Kl9 N9 ra Mild,erry 1. THE NEED FOR ADDITI NAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT To THE GABI N BASKET 1 Magnolia vin 'nica'Australis'Australis Sweetbay Magnolia 2 4 B&B BOTTOM OF THE BIOR TENTION AREA MUST BE EVALUATED ON AN INDIVIDUAL FIROJECT BASIS.LEVE SPREADER 2. THE DIZETANCE BETWEEN CLEAN -OU S WILL NOT CEED 50 FEE ELEV 546.00 4'EMBANK. ELEV.550.00 10 -YR ME 100 -YR ELEV. 549.13 549.549.00 2'-6" BIOFILT R MIS z £ :r PERENIA STREAM PER STATE TDS)r. (DO NOT ISTURBI E 6" PEAGRA L LAYER G VEL SPILLWA 5.00 IN GEOTECH FABRIC AN CHANNEL AASHTO 1/2 "-1 ")GRADE NO UNDER N R O P SED GRADES 0 +00 BIO- FILTER #2 SECTION SCALE: 1 " =10' H;1 " =10' V PLANT LIST FOR BIO- FILTER #2 REQUIRED BY THE COUNTY): 0 +50 Label ; ScientificName CommonName Quantity Caliper Height Root Comments AA Amelanchier arborea Autufm BriancW , Auburn Briiance Serv'ceberry 1 1.52'B&B at 3'• balanced headStraighttrunk; branching __. _ , Ili lax bra ra9 ' Kl9 N9 ra Mild,erry 13 3 G -Dense form; healthy color uniform branching, 4 O.C: N tea virginica 'Henry's Garnet'Henry's Garent Virginia Sw eetspire ` 5 : i --3 G Dens form healthy color uniform branching; T 0-r— W 1 Magnolia vin 'nica'Australis'Australis Sweetbay Magnolia 2 4 B&B Multi -trunk (3- 5trunks); dense, uniform branching____._ S1 Seed Seed . _i _.seed (s.f.)Seed Mx #1: See Notes for plant species and percentages ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT, ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHINICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMNS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1+00 560 550 540 w DID O 5 0 U aW F u A z w N TH OF D G' r Alan G. Franklin 11c. No. 35326 W O W a j ON, XAX L TH OF G I v y Steven W. Edwards r Cert No. 0931 E" I U d s ti APE AgG SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SANE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET,Zfic OF 62 g CD BIO- FILTER #1 SECTION SCALE: 1 " =10' H;1 " =10' V A BIO - FILTER #2 BMP PLAN 36) DETAIL SCALE: 1 " =10' A BIO- FILTER #1 BMP PLAN 3 b DETAIL SCALE: 1 " =10' T JM3 RA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 A "'\ SWM /FOREBAY #1 LANDSCAPE PLAN 37 ) PLAN PLANT LIST FOR SWM /FOREBAY #1 REQUIRED BY THE COUNT: label +Scientfichlame_commmkami _Quartity:Caliper Height.Root Comments AA Arrelanchierarborea 'AutummBriiiance'AuturnnBrilanceServiceberry 4 1 -1.5'B&B Mrlti- trunk ( 3 -5 trunks);_ dense, uniform branching CS Comas serices f osier Dogwood 16 3G ing, O.C.Dense form heathy color; ur#orm branch 5' CY Catycanthus floridus 'Athens'Athens Common Sw eatstrub 2t3 i_ -_ - Australia Sweetbay Wgnola i I_ W 3 G colorDenseform; has" - . uniform brancMrg; a' O.C. IG Ilex glalxa 'Nigra Nigro inkberry 17 688 3 G Dense form heathy color; uniform branching; 4' O. G - LT l.iiodendron Were Tulp Fbpiar seed (s,f.) . Seed Nor f1: See Notes for plant species and percentages_ 5.2"s traight trunk bra n begins at 3 glanced head W Wissequoia glyptostroboides Dow n Redw ood 4'B&B Dense form healthy color uniform branching SB Sato babylonica Babylon VVbepng VWow 2 A-1.6"B&B/Cont M&trunk (3-5 trunks); w el pruned (no straight w hip trunks) VC Viburnum x carloephalum Fragrant Viburnum 31 3 G Dense form healthy color; uniform branching; 5' O.C. SCALE: 1"=10' B1 SWM /FOREBAY #2 LANDSCAPE PLAN 37J PLAN PLANT LIST FOR SWM /FOREBAY #2 REQUIRED BY THE COUNTY): r cieftti cName CommtxlName -Quantity Caliper Height Root Comments AR Amnia arbubfoia sin'ia' ; Briliant Red Cholaebert)i S 3 G Dense forrtX healthy color; uniform branching; 5' O.C. _ CS Corr" serices Pled -osier Dogwood 8 __. ' _— ._. ._. _ _3 G Dense fours healthy color, uniform branching; 5' O.Q iG lex glabre'Wra'Nigro InkbenY i._ 3 G iDense fomt heslft color; uniform branchng; 4' O.C. -- , W i Ntagrxila virginica 'Australis' i_ -_ - Australia Sweetbay Wgnola i I_ W i - B&B kt&trur* (35 bw*s); dense, uniform branching - - Pc tledarxis occiderdals carnre t 5"688 trurrc, tic at 3' balanced headStrarpFt ___ S1 seed (s,f.) . Seed Nor f1: See Notes for plant species and percentages_ SB Sak babylonica Babylon Weeping V1w 2 1 -1.5'5 tn): wet pruned (no straight whip trunks)B&B/cont Wdi - truck (3 SCALE: 1" =10' a a a Ono A gel z w TH OF p, cry r Alan G. Franklin Ik No. 35326 W O W 10 1VAL Z,TH OE D I r VIA v Steven W. Edwards r Cem No. 0931 Er 41 0 y U SCALE: ASSHOWN ISSUED: 05 -27 -08 DRAWN BY: SWM SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS All rights reserved. No part of the material protected by this copyright ( plans, ideas, designs, sections or details expressed on these Pions) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET i S 311 OF 62 e 1. 2. 3. COUNTY CALCULAT TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 23.681 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 8.721 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 14.960 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 14.960 Min. Tree Canopy Requirement: 20% see Section 32.7.9.9.b) Total: 2.992 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 1.406 Bonus Factor 1.25 Total: 1.760 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 2.992 Tree Canopy Preserved (B): 1.760 Additional Canopy Required: 1.232 (53,666 SF)- SEE SHEET 39 FOR CANOPY PROVIDED Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Needed) ADDITIONAL REQUIREMENTS: S% of Paved Area: Paved Areas: 165,394 sf (3.80 Ac) Required: 8,270 sf (.19 Ac) / 50 sf = 165 Proposed: 165 Trees + all shrubs adjacent to travelways and parking areas (total street trees = 205 +) Screening: As Shown on plans via evergreen plantings. ARS: Not required on this project. STREAM MITIGATION: Not required on this project. 5. ARE AL 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "- CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE - CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS /HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO 2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE -HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2- INCHES (2 ") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36- INCHES (36 ") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1 ") CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6 ") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2 -3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN -UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. A ` GENERAL LANDSCAPE NOTES 38 I I I I MULCH BED LIMITS; TYP. T3 T3JJJMJMA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a 0 w Cn a a a Cn a z w Via`' TH OF P I f Alan G. Franklin 14 11c. No. 35326 w O W, ssl o NAL _ aL'TH OF vI e ri y Steven W. Edwards r Cert No. 0931 U P E A R Gti SCALE: P = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright ( plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party wMxxd first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 Y Ic TREE CANOPY: PLANT LIST FOR OVERALL PLAN (REQUIRED BY THE COUNTY): .._______ ____ _- _- .. _ -__ ;Label ScieritificName CommonName ; Quantity Caliper`Height Root Comments _.__ _.__._-- _. ___ _-._ __ .. ._ P_.-_ . ____.__..__ __- __. ._-___ niformbranchin LANT CANOPY CALCULATIONS _ s _- _ __ -_ ___ ; AA Amelarichier arborea 'Autumn BriNiance' Autumn Brillance Serviceberry _. _57_ _ . - 1 1.511-_ t3&B Multi -trunk (3-5 trunks); dense, u __ .---.... g _. _ _ _ - __ _- --- 1. r- ► i i R 7 Shade and/ r __ _. _ _ __ - -- __- -- -.__ .. ___ .. __ _-_----__.-___ ._. _ . __ LARGE DECIDUOUS TREES 50 0 o Street) ) _ ___ I AS ;Aroma arbutifofia'Br�antissirrW 1 Brilliant Red Chokeberry 1 _ _ _ _ ' ___ _ -v^ color, uniform branching; c g; 5' O.C. _ ____.. _ - _ - - -- 31 3 G Dense form; healthy _-.--- �_ _ _ -- _--- ____ ____ -_ _. __ _- ___.___-______ _ __ Acer Pa ' 22 1 1.5" I B&B Straight trunk branching begins at 2'; balanced head IAG griseum __.__ .__ PF .-___ . ` ___- - _ __ __. _ ._ ._ _ ..__ _ _ _ Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width , _ _..__ _ ._._ _.--_-__-_ _ October Ma 3 1 5-2" B&B ; Straight trunk; branching begins at 3'; balanced head Botanical Name Common Name Qty. Height Planting 10 Years i- - _ ----- �_ _ _ - __-_ i _. _...____. Straight trunk branching ins at 3'; balanced head (M►n.Ca/Mt) W (r X+Y=T (R) (R)T=D (D)^2 3.f4/4= Qty.xAre1ofCar►opY( ) ;AR ;Acerrubrum RedSunsef IRedSunsetMaple 5 1 5-21. Bit1B?9,�9-11 -_....-_ ___.-.__ _....__.__ .__ .__.__ _ . 11 " " .. _1-_-____ - . _ __ _- i_.. _._ _ _._-.__. _. ..___.___.. . _. _.___. -. __ _..--... __ __ __.. -- . -. _.. : Acer rubrum Armstrong ! "Armstrong" Red Maple 8 (1%" -1'/." Cal. 10 20 30 0.25 7.5 44 35125 viola andiFkxa Bracken s Brow n Beauty Beauty �9 _ _ . __ _ _ .. -.__ _ _ ._ _ - - - _ BB i Magnolia ' ! Bracken's Brown nolia ; 44 4 B&B FuN to ground branching -- _ _ _ _ a _....__ _. __ ____._�_ ____ _. __ ____._ _ �.._.._.. _ ____ _ ..-_____ ._._. --- _ -__- 1 source cokx• balanced for 5' O.C. from one Gleditsia triat.aMhos inermis & crs. , Ttiomless Honeylocust 8 (1 / 1 / Cal.) 11 20 31 0.75 23.25 424 3394.7325 3G <All , � Y . n Boxw coil 258 t __ _ _ . _ __ .._ _- .-.--__ . _____ __ _. __.______. ___ __ _. -_ - IBM Buxus rrrcrophyNa kor Liquidambar styraciflua "Rotundiloba" "Rotundiloba" Sweetgum 23 (1 W' -1'/." Cal. 12 15 27 0.60 16.2 206 4738.3542 I__ .- ._ _ _�_- _ ___.____. __--____-- - --._ . _ _ _ - . _ _ _ _._t_.____^ ._ _____ _._ ____ _ _+_-__ ._ __-___ __ __ _ _ __ _ _ ) - . ._ ___ __.__ - _ ___ _.- _ _-- _ ._ Birch 12 1.5-2" B&B 'Multi -trunk (3-5 trunks); dense, uniform branching__ _ _ __ __ _ . ra Her Clump River _.__ _,__ __- __._-. __ _ __ . __ __ - - _-------. _ . _ . - - --: _ - __ _ ._ BN Betula . -_ ___---.--.-_. __ _-_--.._ -.. _._ _ _._ _ _ _ ___.._____. _ m9 Platanus occidentalis ;American Plarietns. S (Sycamore) 41 _ (Y ) - - (1'/z -1'/.' Cal.) 12 35 47 0.85 39.95 1253 51367.34046 s _____ .__. _ _...___�.__.. __--_.-__._---- _._- Dame color; uniformbranchi ; V O.C. _ - ____-_-.___-- .._. ___ ._ _ _.__. _-__ _ _ -. _ ___. _-_ ... _ - _.--._ ____________--- ._ _ _ _ _ - ; Cranbe Cotorieaster _ __.__. - r-- r- - -_-_ _._--. ________ _ ___ _ - _ -_-_ _ . ____-____._- __ __.____ ____._ __-- - __ 131 3G ;Dens rrXhealthy rig Quer+cus falcate !Southern Red Oak '- a " 23.25 424 6365.123438 CA Cotaneast�apiculata-_._.. __. m!_-_-_______----._____ _._. __. _.-_--- - -_____. _._..____ _.. _......___-...__. 15 (1 r4 1 /. Cal.) 11 20 31 0.75 __-_ __ _. _ ._--_ _ ._ ___-_ , ;_-_ _ _._, _ ___.. __-_-_- __ __ __ .- ___. __ _ - __.__.. „ 11 _ , 11 --- _ _ __ __ _ __ 7 370 13677.00005 ! I CC Carols Canaden8l.S ;Eastern Redbud 26 1 1.5 15 G Straight trunk, branching begins at 2 ;balanced head_ _ _ _- Quencus phel os callow Oak - (1 6 1 4 Cal. 11 20 31 0.70 21. __ __ _ _ _ Ulmus rwtdta Allee i "Alias" Elm 30 1 %" -1'/." Cal. 12 15 _ . 27 ___ 0.80 21.6 366 10987.488 CD I Cedrus deodara ; Deader Cedar ; 10 4' ; B&B Full to ground, dense branching, straight, pyramidal form __ _ _. . _ Im straight __..__ --_ __-___ _-_.._ _ ____ _ ._ ----___.__ ____ __ ____1-1 I__.. _ ____ __ , _._ __-a- _--_--_--__-_ ___.. ___ - -_-_- _.. _.1.6' __ branching begins at 2 ;balanced head 90,883.3 , ; cF 1 Corns fbrids'Cherokee Chief _ ____. _ _ .__. Cherokee Chief Dogw ood _.__ _ _._ .___._20 ___. _� ._. _trunk'- _ ._. _ _ __ _ .._- ._. _ _ _ -. ._ ___._. ..__ _ _ .__ _- _ _.__-__ .. _ - .. __ ._;_._ _.___.___ _ __ _-__ .--___-- - _ ._ __ _,. __�___-�_. _____ ___.__�__ _ _ __ _._..�--_____- 1 ; • dense branch str ' ramidal form r ► 1 Ci ( 1 Yoshino Japanese Cryptomeria ! 100 4 15 G ; Full to ground,- -- �9, ' pY_-.-___ __._ .__ ___ ORNAMENTAL TREES (20 -40) _ _ __ _ __ _ ___ __._. _ __ __ __ _ __ __ _ _ __._ - _ __._._ __-___.._ __-_ _. _ .- _- __ _.-_._._- ___ _____. _ ! �'� taporilca 'Yos __._-_ --_ _ ; „ at 2' balanced _ __ _ . _ _. _ _ _ _ ....._ _._. ___ _-___ _______._____ _ ._ __ _ _ -__ _ trunk; branching begins lanced head -- - CK Corntos kousa Stalin Pink Stalin Phk Kousa Dogwood f 10 1-1 5 - B816 Straght-- - ________ . -.___ _. _.M.__ _. _- _.. __.. _.__- __._...___ _._ __. _ .- __-____..__-__ __ _ -._.._ .. -_ _ _______ ___ .. __ tnimum Cali or He/ at Gr+otath own Total Height Ratio of Width Total Width _.._.. _ ___._ _ _._.__ __. __.._... _ __ .-_ _ _ _ _ _ __ _. -_ _-_- _ ..__----.. __ . _. __ .. _. ____ _----- Caliper Height gh , ; CS Comus sericea I lied -osier Dogwood I 42 3 G ` Dense forr>X healthy cokx, undorm branching; 5 O.C. _r. _. _ _ _ _. _ . --__-_Jr_,___.______ . _ - _ Botanical Nanre Common Name Qty. Height Planting 10 Years in 10 Years to Height in 10 Years Area of C riopy Total Area of Canopy. I _ __ _ i. ____..___ ___ __.. I Comrran Sw shrub 3 3 G Dense forfr>; healthy color; uniform branching; 5' O.C. ..___ ___ ____--__-- _ ____- _...-____ _-__.-.. _._.-_ __ __-___. _ _ _ -_ __ __.__ ._ __ .-______ _.� - . __ _-_ __.._____ ___ __ _ _ ___ _ _ ___ _- ____- _.____. _ _. _----._-_-.__-_- -__-- _..- _ _ _ ICY Caycanthus fkxidus Athens Athens _ _ _. . _ .__ _ _ _ _ (Min.Ca!/Ht) W (1� X+Y=T (R) (R)T=D (D)^2.3.14/4= Qty.xAresofCanopy(SF) _ _ _- _. -;-_ ._.__-_____---__. .-_.____ . _ .___ , �__..__.__..�.-....__ __- ._ j s-.. i lE `l�gnus x ebbinget -__ . _...___...----- ._ - j �bingei bus __.__.__ _.._ _ _ __f _._ 23 _ -_ : _- ___ +_ _ _ _ _ __ , 3-G_ a Denise fonrx healthy -color uniform branching O C._ _. ._. Acer griseum Paperbark Maple - - 22 (6'- 8' ht.) 7 9 16 0.66 10.56 88 1925.839872 _ _-_ _ _ - --- I----------------- ---__-- _ _ _ ._- _ _._----___-_ _.----.___-_- _-_ - -- _ _ .._ ____ _ ___.___._--_ __----._ .._._______ ______ . i ! Dense head color; uniform branch' ; 5' O.C. _ __... ___._. -_ _ _. _-_ __..._._ _..______ _-.__ -...__ _..._-- __-_ -- _ { Fors is 165 3G rnx hY _____ .__ _._ .-in9-__ --- _ -. -- - ____ ___.... _..__---.- __._ _ ____ _ ._ ..-___-- _ A I Forsythia x intermedra Spring Gkxy , Spr -g �r'y __ . Yth__-_ -.. - --_ .-- _ _ _ ----- _. . Amelanchier x graridiflora & cvs I SeNceberry (Autumn Brilliance, Robin Hill) 57 (6 -7 ht.; clump) 7 13 19.5 0.66 12.87 __ -. _ .. __ __._.._ _ - .___ ----. _ -----------._._ ___.___ _____..__- , Cercis canadensis &cis. 'Eastern Redbud Alba Forest Pans Oklahoma White Texas White 2 '-7' 1 17 0.74 12.58 124 3230.013124 ! i GT I Gledltsia blacardhos var. inernis 'Shademaster' i Shademaster Locust '; 8 1 5_ I B,--- Straight trunk branching begins at 3 , balaanced head ___. �;.______.._______ _ .-_____ _._ .._ ____,___-� .._._ __.. _-�._ ___---__-_-.__...__ _. _ .__ _ , ' uniform branch' • 5' O.C. --_---._-_.__ _ _ _ - . ___._._._---_______ I 3 G Dense form; health cokx• unif rig ' Comus itonda & cve. i Flowering Dogwood (Cherokee Princess &Chief, Cloud Nine, Rubra, . __.. _...--_..-__-_ _._____..____-- ____-- _ I g 30 (6-7 ht.) 7 10 17 0.74 12.58 124 3726.93822 IHA HydrangeaquerclfoNa IOaldeafHydrarigea -_.____._.1___101__.__!__._____.-_., y__..__..._- .-_______._-__-_.__.._ __.._.._-_-.__ _ -_-_ _ _-_---_ - _._-__-----._ ._-___--_ __.__.______._ T_.__ �___---.-----_-_-_ _-----_-. ___.. -._-._-___._.______. . fi _._._. i__.____.__._.. _._ .__- - ---_.__. _-.___ _ _____ _..__ _ __. ____ ____ ___--.w. ___ _ _ _____, j ' i 9,337.3 I �p ._ Hamerocaflis 'Stags d'oro' i stela d'oro Dayliy r 13o i t An plarrts from one source; healthy color, balanced fount; 18" _ __ -_ 1 __ __- 1__.__..___ _. _:. _ _..-_ _ _.. __._.._.___..w ._.__ _ _+---_ _-_. _______ __ _ ____. ;_ . ____ ._-._t _ .. _ _ _. _ _.____..___ __ L____--__ _.__ ..- __ . ' aI S'tandard Hosts 0 ► 1-R Hosts x Royal Standard �Y ._.. _ .____ .____ . _ . - _ _ ._.1 G e AN plait from one source, healthy color; balanced form; 3 BROADLEAVEDEVER __ healthy form;_.______ _____._.____.-___--------_--_-_-_-___-------.___.--__._-____- .__._-___--_.____,_____.-____-_.__ ---__ _____JFVfU�n�t4,� _ ______ _ ___... ._____ __________. _.__ _ __..___.__ _ _._. _._.__-__-- _-_______..._.----______-_ i 0 I , 1 G !AN from Ithy , HS ! Hosts sieboldiaina elegans _ _..._. _ _ _ _ _- _ . Regains Hosts ___. __ ._ _.__._ __. ____t_. _.___- ;.__. ..._ _� ___�._.__-_ __.______. _ ._.._________.___:.___-._ ._ Botanical Name Common Name Qty. Height Yews In 10 Years to Height in 10 Years Area of Canopy Total Area of Canopy __ _.___ � __ ____ _-___-._ ___ ___ ... _ _ -_ �... _ __ i , f mt ______.____._ -__ _---__ --.-. _____ _______-.-___..____ ._.___ __-_-._____- -_- _ - _.___._ _ ..-____ _ _.__..__.--__.._- ___________ ___.____ ___.___ __. _..___ _____ ____.__--_________-_______ __ N from color, balanced o n ______. _ .__ _ .__ ..__ ._ __.-. _._ .. X + Y = T ^- R R T = 0 D ^2* 3.14/4= Q . x Ares of t^,ar►opy (SF) JN I Jrrinum rtuddkx um _ _ _ _ _.. _ _ . _ _____ __ ' 1Mnter Jasmine __ ___-_- . - 171 1 3 G A plants _ __ .`.. _ - , h�ItltY ____.__. __ .. _ ___._.-------- __. _.. _. _( .CaIA*.) 17 O O O tY ______ 4__-_._.._------. _ _ _ ._ i - --- r -- - - - _. I Cedrus deodara I Deodar Cedar 10 4'-5' 4.5 20 24.5 0.55 13.475 143 1425.368656 ( LI y Lagerstroemia x 'Sarah's Favorites' (indica) Sarah's Favorites' Crapemyrtle 18 ! 1 1.5" B&B ; MuNi-trunk (3-5 trunks); dense, uniform branching _ ____ _ _ _ - _. _ . _. __ . ____- ---- - __ _ _ - _ -- -- _ __ - .-. __.:-------- - _ __. ___ ..__ _ - _ ._ - _ _ __ y_ ______ ____ _ . _ ____ _ .--_----.-_-____._-- - ----_ _ .___ ___ __ _.___ _ .__._ _ - ----- ---_ _.._ .. _ __ ..._ _ _ . _ ___._._ __________.._.. _ Magnolia ndiflora !Southern Magnolia __ 26 4'-5' 4.5 10 14.5 0.57 8.265 54 1394.211692 Imo_.... -__ muscari' :--6kae'_.___ _ ___. ;Big Blue Lkiope 2291 ; 4" pot (1pint) AN plants from one source; healhy color, balanced form; 12" O.C. a9 9m _ ( ) _.. ..r -.- -.-. _ _.._._ _. _ ._.. __ ... _ ..._ -. -. - __.___ .. ____ v .._. ._______.-. .._ -_--_ - __ _ .__.. _.._. .. _.__ _ _.._._ _.___ ..-. _-_ 2,819.E I LS ; uquld�nbar styracdloa 'RotundNoba' ; fdoturidiloba sweet Gum 23 1.5-2 881E Straight trunk branching begins at 3 ; balanced head _ __ . - ; I _ __----- --__-___ . i _ _____. _._____ __ ____..-_--.-- ---- ._�__--_.. ___-_____---_,_._,___-_ . _ k_._- _.__-_- �_____ -1: -- _ - ____._._. _. _ __ _-- --- % , - ., I L j Lirbdendron tukpifera T-_-_. _ _. . _ _ ` 1 1.5-2 B&B !Straight trunk _branching begins at 3 ,balanced head _ ____ ..- - Grand Total. ' �_�_ _____.__._._____ _ _.____.__. ___ _ _ _ - . _ ---.. _ ---- 103 040.1 - _ __ �_ i. _1 __ --_____-__.. ___. ___.._.___- I of health color; uniform branch' _ __-_ _ _.-_--__._______ __.___ ._ ..__ __.. _ . _---- - __ - _ _ _ ___ _ _-- Dawn Redwood 1 1.5-2 B&B Deis orrYX Y branching _ __ _ _ __ __ _ __ ___ . ____.___ --- __ _ _. _.-- MD ;Metatsequoia gyptostroboldes , _. __ . ____ - __ .. _ ___....-_ __ _..__.... _ __ _ __ _ _ _ MG NtagrwNa graridifkxa 'Littitie Genf Little Gem Magnolia _ 26 4' B&B 'Full to ground; branching __ . __ _ __ _ . _ -_-- _ _ . _ ,_ __._.___.� _ _-__.__.._ ____. _ __ __ _� _ _ ___ __ _ _ _� _ __._ _ _ _ - -- MP i Myrica penrisyNanica __. I Northern Bayberry_ _ __ 29 I 3 G ; Dense form; healthy color; uniform branching; 5' O.C. __-_-._� _._ ._ _ __ _ __ __ _... _ _. _ __ MS ; Miscanthus siierisis 'GracNNrrus' i Maiden Grass (clomping) - 112 3 GI Dense forrr>; healthy color, uniform branching; 5' O.C. ______t_--_____ _____- ___-._ _ .._____ _...- . __._ iIILIiL I - - - noNa 31 4' B&B Multi -trunk 3-5 trunks dense, uniform brans MV 11AagnoNavirginica'AtostraNs' Atistrals 9weetbay Meg __ :_ ___ _-____ -(_ ____. ��__ __-. _ _._____ __. ___h- _- _-.__ ..___. �_ _____._ .- ____. _ _,-.+ ___.--_-.. _ _._ - - g- W Miscarithus sinensis ' Sbttus' `Zebra Grass (clumping) !SS 17 3 G Dense form; healthy coke, uniform brans- _-;; 5 O C . -.- _.�_._._.._..__.A... ___..__._-.._ . . L_ ..-. -. -....- _ ._..- 4-.. .. __. _..._ _... ... .. .. -..._._..-_._..-_- .-.-_ _.. ._... -, _ ,. NC Narcissus x'Carlton' (Large -cupped) .._ __ _ Carton Daffodi 50 Bulb #3006; Source. Cobrblends (888-847-8637)-15" O C' iI I 1 i „ Y � { N Narcissus x'loe Follies' (Large -cupped) ! ice Fol les Daffodil 100 Bub # 3040; Source. Cokxblends (888-847-8637); IV' O.C. _ j __ - _ . _______ __ ._.- �__. iI I I r / I_ _ __ r __ rt -- - 1 I I I I / 1-SB / �� I IPA' Rceaabies `Norway Spruce _.__.__ -__ _._ _ -' ___.-_ _._ _.- --_- �- _. . _-___. - _ __. 47 4" 681E Full to ground; dense branch' straight,rarridal form I I 1 / 1-cc i PH ; Pennisetum akopecuroides 'Hameln' Dwarf Fountain Grass 4 ____ _ -_ _.-. _.._ _'_ . _ 3 G Dense form; healthy color, uniform branching; 3' O.C. I I - ---_... _- -_ _ ___ _ _. ___ . ____ __.. ___ . . / I I I ; Ratanue occideMaNs Sycamore 41 1 1.5" " B&B Straight trunk branching begins at T; balanced head 3-MV - - - \ I INTERP L I _ IPO .___-�---_-__-_ __-___.___--_-._..-.__ ___ _..___. _.-. __-__._--- __._ __._-._ t _____ _._.. __.__ I - ` - - �� I r rPS I Plnus strobus I White Pine 0 4' T 15 G Full to ground; dense branching, straight, pyramidal form -. _ __ _ __ / ___ __ ___ _ _ ,_._ -_-- _ _____-_____ ._ ._ _____._ _-._ / I I I I I %�� - - ` - - - - - - - - - 1-LS CONNE¢TION I / ON I Quercus riuttaNii-____ ._ .. _ __ . NaN -- 15 1 5-2" B&B Straight trunk; branching begins at 3'; balanced head __ - _ __. _ Quercus palustris ; Ph Oak 0 1 5-2" B&B i AN plants from one source; healthy color; balanced form --._-._--- -... __.-.... _.-__.r-__-.-._-.._..__._..-__ - __ _ f --. -------- _r...____ `- _rl-I __- - - ` - - _ i---___. _�.______ 11 ■ I I = _ RC ; Rhododendron cataw biense "English Roseurrf i Ei h Roseum Rhododendron 152 3 G Dense forrrX- healtfry color, un-orm branching;-5' O'C. - - _ �� I i _ - 3 _ _ . _ ___ _ L.L ) 1 - i - \ -- __ _-- _ - - r - _ : SB ' Sao« babyiotnica ; Babylon Weeping WINow 10 1-1.5" __ _B&B/cont i M �ti-trunk (3-5 trunks); w ell pruned (no straight w h� tru____ - __ ._ Hosta x tardiana'Halcyon' i 1 G Ali plants from one source; healthy color; balanced form; 18" O.C. ; / - � _ SR ;Halcyon Hosts (Plantation L.Ny) ifl I 1 / ( / tip - __ - I_ _ . _ � _ _ - . -- - - -, ---- - - - -_. - _ TC Tsuga cariaderisis _ ;Canadian Hemlock 29 4' B&B Full to ground; branchng (�j i i 4' B&B Full to ground dense branching, straight, pyramidal form / ° L1J I __ _._�____ _.- _-- -- --., __ _-_-_.____�__ ____. Q 1 I I I / � 1-SB - TO ya occidentals '6nerakr i Errieraki Green Arborvitae 27 _- __-_ --- _ ---- _ -- _-___ - _ _ _ ___ _. _- o I 1 1 1 1 66 l , > I. ♦ __ \ -__7 - �_ __ ..__._ ___. - -- - i T 150 i Bub #1205- The Royals; Source: 0obrblends (888-847-8637); 15" O.C. _ _ Tt rips _ ___ _ .---._. _ -_ -- -__-___ __ _ __ . �; 1 \ - \.____._ �__ -__ ._____ ___._ -- __ __.___ __ -_ - _- _ - - _- - -_____ _ __._ _ ._ _._ -_ (tom parviFoha ANee _- _----_-.. -_-_ __... _ _ i A1ee Chinese Bin 30 1.5-2' y B&B __ -- -_ __ _ _____--_._.___.___._-.-._ Z I I I i I \ I � \ ♦ ~ �= VC ' Viburnum x Fragrant Viburnum - - - } _ _ _ I ._ . 3 G Dense forms; healthy color; uniform branching; 5' O C -- _ - _ - . _. _ _ �_ ____ _____ -_ -__-__ _-_ -- ._ _ _ I 1 _.� - I _ 1 I III 1 5 O.C. �: I I I \ \ ;- 1 L V ------------ ------------- - ------ -�- -_._ -- - VR Viburnum x rh Noides A ha A eatherleaf itwrnum 302 3 G Dense forma healthy color, uniform branch' (!�. I I I - - - !,---- _ .,-------_-.__ - .---L-y-- _� ._"y --t _ ! _ _ -! - If . _ _ --__ _ _ ___ _. _ _ _ . _ _..__ __ __w _ _ ___ __-___------_- _ _. _ ! I i i I \ 3-BB 11 , \it WO Quercus pheNos ____ WiNow Oak 37 1.5-2" B&B AN plants fromone source; heaNtry cokx; bahariced form -_ -_ _ - ---_ -___ _ _ __ _ -_ -_ W ; I I ; I \ 14!-F1 \ \ ■i I ■ V � i Ui I I I \ ` > \ \ I �, '_1 '_� 80' I \ ` � - I ♦ o f0' 20 40' III \ EX. TREES TO I \ REMAIN > I \\ f) - ; , \� ` "� r� ,;1y �0� I I \ i LOT \84 , , - , ♦ �" - I ! \ ■ \ I \ \ * �\ \■ \� 1 \ 22-CA OT 85 ,, \ , \ 1 \ `\ I \ \ 3-MS / \ � +\ 1-SB TMP 32-49H \ fi \ \ \ I \ I-Mv OT 86 I \ 1 � \ "I � \ 2-GT \ 11 ' \ L®T 8'� �:_ / '� 1-MV EX. TREES TO `_ j ■ \ � \ . s T \\\. 14- ,. \ - \ 2-GT / - , REMAIN 11 AnNlfl�evv i /\�jc \ \ \ \ -- ---I-- - -- - --- -- _ \ - LOT88 %f \ �� 3-BN------__ =. CA I ' v 41 LOT 89 / / � 3-BN 7_�;,n'n \ \ --- �- ---- _ �� - / \ �l\ \ ■ \ r; \ 91 // / �\ W W W --\- W � / \ 13:Hb. \ \ ,* / \ \� 16-MS \ \ I \ / \ \ } . / IL - - --\- - - S S S - / I\� / \ 4-MCA I nr , \ - S' / / OT 92 / --- / \. 1 3-PA ' , 7 '-4'J / \ �'1' / LOT 93 / , T r -CJ 10 I tart a I \ _/ ,� T; � __ -. , _ i � \ '� �\ _ �� "}: T� - � i - \ -:_ = - T 94 - , -f i } \_ -r LOT '� j � I �\ I /_ I- ) � __- _ �\ %` LOT 95 I I ,,�� > 23-FI V A \ r ;f �!v II \v ■ 11 I\ I1 i I > \ 68t,7 6 \ \ \ > D I 1, , > > \ \ 1 I �0 i ° \ \ \ \ I I n i > \ > \ j 11 I I \ i > LOT 8\3 LOT 82 LOT 81 I I e I1 II \I I - i I II I \ II r \I I C /� I I I I I \ \ 4 I 11 I I i �, \ \k 1 I I \' EX. TREES �q x ` _�\ I/ I I I I -- \ _ REMAIN /I i I I I \ \ \ i 11 1 1 I '� �• \ - - I III \ i \ \\ ♦ 14413. I I \ I II I I I I �\ �, �♦ I I I \ _* I 1 I I \ , \ , r �v� �C / I I I I \ \ \ 1 1 I I I I \ \, y II I I I ► � \ I I I I \ I I I I I I I � \ I � I I I I II I I I I I I j 11 I I^I i II Il it { I1Il ii 1 1 � l l 1 1 1 I i i I I l �/I I I I I i i I I I I i / �, II III I I I / I I I I I I � \ 1\ I Il Ill l � i I II \; I I I I I 111 lI II � R I I / I �I I i l I � I I I I 1 1 1, i I I I 111 I / I 1 _ i 11 11f1 � I / f¢! 1�' II 1 I II II i ( V/__ � 't I I 11, I I IIi � \ / / i / / \ '- :» ass�..w.� • .. ` - _ • �� i' �� ► ;FA Im ,•,r , • :ram ��1 • - ► ii _ ¢��.,, � ��li v. �v • :� \ \ O 0 61>0 ��ir•� W IIIIII IIII ffl --_ r .� LOT 73 LOT 72 LOT 71 - - '1� T - - - __ -------- . \ 1 !7 1 4-CJ \ - \ \ \ /3 50' I \ I \ I I \ I \ \ \ I\ I I 1 + I \ \ F\ F P \F_ , IF T \ \ \ I \ / \��' , _l I I \ \ \ I \ -- --i lI + I \ \ I\ I -- .. �.-- _ , r►- I�i�iti- Io�� ►%/ �,� �+v► Ire ;.,.� w ��CO - _ in • r<__ __ ___ ___ 11-1 - -11ir, - ,�044=10%v In "\\ z __'� � "I I 'niki I I . � i �� , 4- �\..�i Q ! i n ■ ra ■ ► a ■ ■ e, j 111 ,7110" - .� r T 1� �I - �► �I"a As�� _ - t� r �. _ � w � - �•_o>rFg-V ®��' 11 �r 11 r�-rL-r_ r� �r�-ri _�-�' Jr.. Sri_ 1_ r 7 -� 1 i � 1212� SHOWN IN TH�IS AREA UP 9111, 0''i r_ 1_ 1Srrr 1� 1_ 1 1_ , BE OMITTED IF §PACE IS 1, \ -41 Qp - I H \ __ 11 low llllllilll=1WM\1 62 C CONCEPTSTERRA , P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 CO Q COURT SQUARE CHARLOTTESVILLE VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 - :aH OF -1, j *�"'�,, , U 7 Alan G. Franklin � Inc. No. 3532E W ,O kI, �O ti�G~ ssl NA 1, 4AIr H O4 F G I* cr Y' 4 G �7 Steven W. Edwards rl Cert. No. 0931 F 4W : sc9 �'E ARC SCALE: P = 20' ISSUED: 05-27-08 DRAWN BY: SWE SDP: 2007-00065 REVISIONS: 1. 08-29-08, ACSA COMMENTS 2. 10-24-08, ACSA/COUNTY/VDOT COMMENTS AO rights reserved. No part of the materWl protected by this copyright (plans, ideas, design, sections or details expressed on these plans) may be reproduced, changed or utlized in arty form or by any Trans, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party wlthout first written authorization of Terra Concepts, P.C. A TERRA CONCEPTS, P.C. SHEET � 5-//3//�y ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434- 295 -2103 R: O w a a a WC S x z w Tx of vr v Alan G. Franklin lic. No. 35326 W O W NA L LTH OF v 7 Steven W. Edwards t''' Cent No. 0931 U SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: V =20' 05 -27 -08 SWE 2007 -00065 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by arty means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plena may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 I IDI%,..RA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a 0 w Cn o c g w UQ Cn A U a a w TH OF Ptp r 7 Alan G. Franklin I Lic. No. 35326 W O W ANAL OF y cf Steven W. Edwards r' Cent No. 0931 UVol w P E AR mminvol SCALE: 1" = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (Plan, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by arty means, electronic or mechanical, Including photocopying, scanning, or by any Other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Pieria may rat be assigned to a third party without first written aufhorizatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET _5 OF 62 A 0V T R CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 2954005 FAX 434 -295 -2103 a O T4 w a A a x w TH OF T r Gr r Alan G. Franklin vo Ik No. 35326 W O W sI ANA L OF G Steven W. Edwards r Ceit No. 0931 UVol UP 1 9 P E A R G SCALE: P = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: I. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS All rots reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any torn or by any means, electrork or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without fast wriftn authorization of Terra Conoepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLECONSULTLANDSCAPEARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2 -3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE AS NEED D AND COM ACTPROPERDRAINAGEONASLOPELIGHTLYTOBRINGPIT BACK TO FINISHED GRADE. A ROOTBALL PITS sEnLI N Fu TU1RE 43 SECTION L-001 N.T.S. 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2 -3"; o O TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE 1 1 MULCH - --. I °L\ \ I CG;'1 G FINISHED GRADE ,I . SPACING AS SPECIFIED ON DWGS.) MULCH LAYER TO REMAIN r AS SPECIFIED) r EXCEPT WHERE r FINISHED GRADE CULTIVATE SOIL IN PLANTED r PLANTING SOIL MIX LANDSCAPE AREA TO FINISHED-, GRADE AS SPECIFIED)A MININUM DEPTH OF SPACING r 12 "; TYP. r r EDGE OF LANDSCAPE r r r r BED AREA, PAVEMENT EDGE OR 12"2 -3" BACK OF CURB SAME AS BELOW IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER-ASSPECIFIED)FINISHEDBEGINTAPERINGUPTO1"" ATOTRMEERE GRADE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIXASNECESSARYATOUTERPITEDGEASSPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON 12" 2-3"DOWNHILL SIDE OF FINISHED GRADE PLANTING AREA PLANTING SOIL MIX TDENCH EDGE EMp/ p y pF gUAND f q:A OLIND ENTIRE AREA TO BEORBIODDABLE PACKAGING AFTER FINAL If MULCHED PLACEMENT OF ROOTBALL 7 SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE AS NEED D AND COM ACTPROPERDRAINAGEONASLOPELIGHTLYTOBRINGPIT BACK TO FINISHED GRADE. A ROOTBALL PITS sEnLI NFu TU1RE 43 SECTION L-001 N.T.S. 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2 -3"; o O TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE 1 1 MULCH - --. I °L\ \ I CG;'1 G FINISHED GRADE ,I . If& rohl A v'i i i-i. O ii.i! iiiii v • III` 11 =ll =il =11 UNDISTURBED SUBGRADE-' CULTIVATE SOIL WITH ROTO - TILLER TO A MIN. DEPTH OF 12'; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE 4H" CROWN TOP OF MIN. OF GRADE MULCH FINISHE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE ,- PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO- TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12'; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION E SHRUB PLANTING (SINGLE & DOUBLE ROWS) 43 SECTION, PLAN N-00 PLANTING SOIL MIX AS SPECIFIED) GROUND COVER AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) 24" UNLESS OTHE FINISHED EDGE NOTED) TRENCH EDGE TYP.) PLANTING PROCEDURE 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. I 111 - EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 17' GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAI STAKING FOR EVERGREENS 1 1) STAKE & GUY PEF OPTION 1: VERTICAL STAKING 2) STAKES & GUYINC TREE. SET STAKES 1 AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE ANI THE LOWEST BRANC B \TREE STAKING OPTIONS vvLIIvIt rw wrL 43 SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE SPACING AS SPECIFIED ON DWGS.) EXISTING GRASS TO REMAIN r r r EXCEPT WHERE r TREES ARE r r r PLANTED r PLANTED W FINISHED-, GRADE O.C. SPACING r r r ROOTBALL r r r r BED If& rohl A v'i i i-i. O ii.i! iiiii v • III` 11 =ll =il =11 UNDISTURBED SUBGRADE-' CULTIVATE SOIL WITH ROTO - TILLER TO A MIN. DEPTH OF 12'; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE 4H" CROWN TOP OF MIN. OF GRADE MULCH FINISHE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE ,- PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO- TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12'; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION E SHRUB PLANTING (SINGLE & DOUBLE ROWS) 43 SECTION, PLAN N-00 PLANTING SOIL MIX AS SPECIFIED) GROUND COVER AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) 24" UNLESS OTHE FINISHED EDGE NOTED) TRENCH EDGE TYP.) PLANTING PROCEDURE 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. I 111 - EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 17' GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAI STAKING FOR EVERGREENS 1 1) STAKE & GUY PEF OPTION 1: VERTICAL STAKING 2) STAKES & GUYINC TREE. SET STAKES 1 AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE ANI THE LOWEST BRANC B \TREE STAKING OPTIONS vvLIIvIt rw wrL 43 SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING AS SPECIFIED ON DWGS.) EXISTING GRASS TO REMAIN UNDISTURBED 2EXCEPTWHERE TREES ARE PLANTED O PLANTED W FINISHED-, GRADE REFER 70 F_ ROOTBALL DETAIL; TYP. G O.C. SPACING TYP. NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED O w GRA EED 45° L-002 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /"Q1 FINISHED GRADE -J REFER TO TREE A ROOTBALL PIT DETAIL 43 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA C 1 TREE PLANTING ON SLOPES SECTION 43 J SECTION, PLAN TREE STAKE GALV. WIRE HOSE STAKING ENLARGEMENT AS SPECIFIED ON DWGS.) Te rr STAKING '- ENLARGEMENT NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. STAKES ON "HIGH" - SIDE OF TREE ONLY. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX AS SPECIFIED ON DWGS.) MULCH AS SPECIFIED ON DWGS.) 4 ", TYP. IRERE GRADE SE TREE AS SPECIFIED ON DWGS.) TYPICAL STAKING: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) MASS PLANTING & STAKING IN EXISTING F VEGETATED AND MULCHED PLANTING AREAS W SECTION L- N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES ". ROW PERENNIALS / SHRUBS SPACING D IED ON AS SPECIFII DRAWING) TRENCH - EDGE (TYP.) MULCH LAYER AS SPECIFIED) FINISHED ; GRADE 1 1111 =1111 1111 =1iH= '.= :• ': •• j , \. /,. / \...•.:. / / //\ \\ /\> \ // " •\ \• 1111 =1111 ' _','• • \\/\ \ \ \ \ \\ \ \ \\ \\\ \ c PERENNIAL SOIL MIX = _ _ =111= IIII=1111 =1111= 1111 = 1111 °Ilil = AS SPECIFIED) III = 1111 = 1111 = 1111 = 1111 = 1111 =' _ =1fll =tlil= 1111° 1111 = 1111 = 1111 = 1111 = 1111 = 1111= 1111=11 411= IIII=1111= 1111 =1l11= 1111=1111= 111' =1111= -101= 1111 = 1111 =111f =1111 = 1111 = 1111 =1111N fill =" I 1111 = 1111 =1111= 1111 - 1111 =1111=111=111. =III 1= 1111 =1111= 1111 °1111 =1111 =1111= " CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE UNDISTURBED SUBGRADE GOOD PERCOLATION & POSITIVE DRAINAGE. K MASS PERENNIAL BED PLANTING L -014 DETAIL L-008DETAILN.T .S. 43 N.T.S. r TREE 45° REFER TO A ROOTBALL DETAIL 43 STAKE GALV. WIRE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE I OPTIONS 43 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 43 SECTION D TREE PLANTING LAYER ATED SOIL N.T.S. 4.3 SECTION, PLAN N TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (21/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX• ROW SPACING TO ATTACHING TO POST W/ MIN. 3) GALV. FLEX'C' RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXC STAKING ENLARGEMENT G MASS PLANTING AND STAKING ON SLOPE 43 " SECTION N.T.S. i' -•• roil illlllllllllll lf= 1 • - ' • S 43 DETAIL L1010 N.T.S. TRENCH EDGE (- YP) 11"X 4" GALV. LANDSCAPE STAKE W/ 2"X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' NW. ROW SPACING TO ATTACHING TO POST W/ MIN. 3) GALV. FLEX 'C' RINGS PER POST. 1 ' LOCATE AT TOP OF SLOPE. 1111 III _ USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON1111 = 1111 - • DOWNHILL SIDE.1111 =III •:: ••• • 1111 =- •: '. 1111 =III i JUNIPER PLANTING ON SLOPE III 1 = n1=nn=nnIII (SET PLANTS PLUMB) III = 1111= 1111 =1111 = 1111 - II{ s,:• 1111 =1111= 1111 =t111= 1111 =11 = ', MULCH LAYER (AS SPECIFIED) 1111= 1111 =1111= 1111 =1111- ' 111 - III= 30"LOPLANTINGSOILMIX ,1= 1ll1= 1111=1111 =1111 } :. AS SPECIFIED) '11= 1111 = 1111= IIH=ill1 =III =' k. 111 =1111 =1111 =1111 =1111 TRENCHui1 = 11 1 =1111 tit 1= EDGE III " =1111= 1111 = 1111 =II' : (TYP) ADD EXCAVATED SOIL TO BRING TOP _ 1111 111111111111 OF ROOTBALL TO FINISHED GRADE. - 1111= -- TAMP LIGHTLY PRIOR TO SETTING 4" MIN. _ SHRUB TO PREVENT SETTLING. = 1111 =111 =fill =1111- 1111= '' = 1111 =1111 =1111=SET TOP OF ROOTBALL -i1l =ills- LEVEL WITH FINISHED GRADE. 31/211 MIN. SHRUB (JUNIPER) PLANTING ON SLOPE 43 DETAIL - L-0 N.T.S. 0 ICI 1 22 1/2 J DIRECTION F OF SL Z a PLAN LLJ MULCH LAYER 6L TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED T RRA CONC P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -4005 FAX 434 -295 -2103 CJ a a oC A A 0 g zw Z,TH OF r Alan G. Franklin Uc. No. 35326 W 0 Wr c,, j ONA 1, NTH OF P r Steven W. Edwards t'' Curt No. 0981 U z . C , PE AR SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: I. 08- 29 -08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS Al rights reserved. No part of the material protected by this copyright (Piano, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or uNb*d in any form or by any means, electronic or mechanical, including phot000pying, scanning, or by any other mean of retrieval system without written permission from Two Concepts, P.C. Also, these Plane may not be assigned to a third party without first written authorizatbn of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET y 5 > yt, OF 62 ; ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 a z 6 bC a a p z .7 w U2 OF I , r U Alan G. Franklin Uc. No. 35326 W O W NAL LTH OF cry' U Steven W. Edwards r Cert. No. 0931 U P E A R Gti SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: F 20' 05 -27 -08 SWE 2007 -00065 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, elearorIc or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. C TERRA CONCEPTS, P.C. SHEET 5; 5)11, OF 62 T RRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434- 295 -2103 O O 5 0 Do WOW a A a z w e!1 LTH OF Dr r Alan G. Franklin Lc. No. 35326 W I ONA L I,TH OF r U r 7 Steven W. Edwards r Cert. No. 0931 U w P E AR SCALE: 1 = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No pan, of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, elearonic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 0V wII Baloll I A kl 010 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 C4 O d a 411 w C1 etiTH OF v Ir Alan G. Franklin Ik No. 35326 0 O W NA L e ,LTH OF cr r U y Steven W. Edwards r' Cent No. 0931 H I U tP C'" P E A SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: V =20' 05 -27 -08 SWE 2007 -00065 I. 08- 29 -08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No Part of the material protected by this CPYrW (Plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechaniCel, Including photocopying, scanning, or by any other means of retrieval system without written percussion from Terra Concepts, P.C. Also, theft Plans may not be assigned to a third Party without first written authorization of Two Concepts, P.C. TERRA CONCEPTS, P.C. SHEETZ'y OF 62 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 a WC) Waa Z w Q a P s w V] OF cf 7 Alan G. Franklin d Uc. No. 35326 W ssl O ~NA L OF G c U Steven W. Edwards r Ceit No. 0931 U ti w 4P SCALE: I"= 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed an these plena) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, indudhrg photocopying, scanning, or by any other means of retrieval system without written permission Nom Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 612 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 w PO Q' z Q z 4 a a Q. w U] tiTH OF j r Alan G. Franklin IV tic. No. 35326 W W I O NA L OF DI Steven W. Edwards r' Cert. No. 0931 U G SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: P =20' 05 -27 -08 SWE 2007 -00065 1. 08- 29-08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (Plane, ideas, designs, sections or detalls expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including PhotocoPying . scanning, or by any other means of retrievai system wAN written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET /' OF 62 g LUMINAIRE LOCATIONS lin Max/Min No.Label X Location Y Z MH Orientation Tilt 1 OD -1 467.7 970.3 11.5 11.5 24.5 0.0 2 OD -1 575.0 919.2 11.5 11.5 21.1 0.0 3 OD -1 701.9 857.1 11.5 11.5 73.4 0.0 4 OD -1 498.2 1036.7 11.5 11.5 205.2 0.0 5 OD -1 604.7 985.0 11.5 11.5 206.4 0.0 6 OD -1 734.3 924.6 11.5 11.5 161.1 0.0 7 OD -1 645.6 714.5 11.5 11.5 70.5 0.0 8 ODA 704.2 734.9 11.5 11.5 255.1 0.0 9 OD -1 790.6 1015.0 11.5 11.5 118.2 0.0 10 OD -1 859.7 1038.7 11.5 11.5 61.5 0.0 11 OD -1 903.2 1152.4 11.5 11.5 63.2 0.0 12 OD -1 946.1 1182.8 11.5 11.5 235.1 0.0 13 OD -1 1254.6 1105.6 11.5 11.5 205.6 0.0 14 OD -1 647.3 1431.8 11.5 11.5 119.3 0.0 15 OD -1 373.9 859.2 11.5 11.5 118.0 0.0 16 OD -1 1056.6 529.7 11.5 11.5 7.7 0.0 17 OD -1 1076.9 589.6 11.5 11.5 168.2 0.0 18 OD -1 1316.9 133.0 11.5 11.5 124.6 0.0 19 OD -1 1164.2 60.5 11.5 11.5 228.2 0.0 20 OD -1 1133.9 8.5 11.5 11.5 38.4 0.0 21 OD -1 1022.1 1199.5 11.5 11.5 206.2 0.0 22 OB -1 1078.3 1281.2 11.5 11.5 117.3 0.0 23 OD -1 1152.7 1265.4 11.5 11.5 255.4 0.0 24 OD -1 1109.0 1182.7 11.5 11.5 23.3 0.0 25 OA -1 1076.9 1114.4 11.5 11.5 27.3 0.0 26 OA -1 1045.5 1048.0 11.5 11.5 117.3 0.0 27 OA -1 1009.3 971.2 11.5 11.5 117.3 0.0 28 OA -1 946.1 840.9 11.5 11.5 27.3 0.0 29 OA -1 899.4 745.1 11.5 11.5 207.3 0.0 30 OA -1 857.6 655.5 11.5 11.5 117.3 0.0 31 OD -1 1093.4 761.8 11.5 11.5 114.0 0.0 32 OD -1 1054.1 680.0 11.5 11.5 114.0 0.0 33 E 1178.9 677.1 11.5 11.5 214.4 0.0 34 E 1174.2 666.3 11.5 11.5 44.4 0.0 35 F 468.2 1103.3 1.9 0.6 58.1 130.9 36 F 477.1 1094.6 1.9 0.6 58.9 135.6 37 F 485.6 1086.0 1.9 0.6 46.5 129.0 38 F 494.5 1078.6 1.9 0.6 30.1 132.8 39 OD -1 1335.3 288.7 11.5 11.5 97.4 0.0 40 OD -1 1078.6 358.9 11.5 11.5 80.9 0.0 41 OD -1 1106.5 426.8 11.5 11.5 258.4 0.0 42 UPL 819.4 885.7 0.1 0.1 0.0 0.0 43 UPL 810.9 885.2 0.1 0.1 0.0 0.0 44 UPL 792.0 877.8 0.1 0.1 0.0 0.0 45 UPL 785.9 870.9 0.1 0.1 0.0 0.0 46 UPL 775.0 852.9 0.1 0.1 0.0 0.0 47 UPL 774.2 844.8 0.1 0.1 0.0 0.0 48 UPL 779.0 824.4 0.1 0.1 0.0 0.0 49 UPL 784.2 815.9 0.1 0.1 0.0 0.0 50 UPL 580.8 958.0 0.1 0.1 0.0 0.0 51 UPL 634.9 932.2 0.1 0.1 0.0 0.0 52 UPL 689.5 903.6 0.1 0.1 0.0 0.0 53 UPL 440.4 1023.0 0.1 0.1 0.0 0.0 54 UPL 455.2 1014.1 0.1 0.1 0.0 0.0 55 UPL 483.9 1000.2 0.1 0.1 0.0 0.0 56 UPL 518.0 984.8 0.1 0.1 0.0 0.0 57 UPL 529.9 978.5 0.1 0.1 0.0 0.0 58 UPL 1122.9 136.7 0.1 0.1 0.0 0.0 59 UPL 1093.4 148.0 0.1 0.1 0.0 0.0 60 UPL 1132.3 112.5 0.1 0.1 0.0 0.0 61 UPL 1122.0 111.9 0.1 0.1 0.0 0.0 62 OD -1 820.0 1412.6 11.5 11.5 60.6 0.0 63 OD -1 866.1 1270.2 11.5 11.5 231.6 0.0 64 OD -1 471.9 800.8 11.5 11.5 118.0 0.0 65 OD -1 1160.0 886.9 11.5 11.5 114.0 0.0 66 OD -1 1228.8 656.4 11.5 11.5 61.6 0.0 67 OD -1 1131.4 222.8 11.5 11.5 258.4 0.0 Pi 1. 2. 3. 4. NOTi Ti V Nu THE r HE UP NCO E CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 G4 O w a H A z w r TH OF G 1*1 cf r Alan G. Franklin 0 1k. No. 35326 w O sj ONA L ' MINES e ,1,TH OF P r Steven W. Edwards r Cert. No. 0931 U w d cl PE AR SCALE: 1" = 60' ISSUED: 05 -27 -08 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or detaib expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system widwut written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET j S /r / NOTE: BT CODE -AN AUTOMOTIC MEANS OF LIGHTING CONTROL MUST BE USED ON THIS SITE PLAN. THE BLUE BOX CONTROL BY LIGHTING CONTROL & DESIGN IS REQUIRED ON THIS JOB. LUMINAIRE SCHEDULE lin Max/Min Avg/Min fc N/A N/A fc N/A N/A 3 f N/A N/A E CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 G4 O w a H A z w r TH OF G 1*1 cf r Alan G. Franklin 0 1k. No. 35326 w O sj ONA L ' MINES e ,1,TH OF P r Steven W. Edwards r Cert. No. 0931 U w d cl PE AR SCALE: 1" = 60' ISSUED: 05 -27 -08 DRAWN BY: MEK SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13-09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or detaib expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system widwut written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET j S /r / NOTE: BT CODE -AN AUTOMOTIC MEANS OF LIGHTING CONTROL MUST BE USED ON THIS SITE PLAN. THE BLUE BOX CONTROL BY LIGHTING CONTROL & DESIGN IS REQUIRED ON THIS JOB. LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts UPL 20 HYDREL PDX7 SS LED WELL LIGHT 12 LED ITL47751.IES12LEDWMW MVOLT WFL FLC LPI 2400 1.00 12 2 1 HYDREL E 2 HYDREL M9710A 12" DIA X 20" DEEP ABS CLEAR 150W MH E -17 Ir14008c.1ESSPIN -GRADE HOUSING. MED. BASE, BASE 3002 -0 PHYSICALLY DOWN POSITION. POLISHED SPECULAR CLEAR ANODIZED SPUN REFLECTOR - SP 8.5" DIA CLEAR FLAT LENS. TOTAL WATTS - 203 14000 1.00 203 LITHONIA TFM SPECIFICATION ONE 26 -WATT DOUBLE TFM 26DTT RF426DTTRBFLOODLIGHT, RB TWIN TUBE COMPACT DISTRIBUTION, 26W FLUORESCENT, - Wes DOUBLE TWIN TUBE HORIZONTAL POSITION. COMPACT FLUORESCENT. MEETS THE 'NIGHTTIME FRIENDLY CRITERIA 1825 1.00 33 OA -1 6 LITHONIA AS1 ARCHITECTURAL ARM- ONE 150 -WATT CLEAR AS1_15OMHC_15OMHC SR3 MOUNTED CUTOFF ED17 CERAMIC METAL MOUNTED ON 12' LUMINAIRE WITH SR3 HALIDE, HORIZONTAL SR3.ies SSP POLE REFLECTOR. MEETS POS. THE'NIGHTTIME FRIENDLY CRITERIA 14000 1.00 208 OB-1 1 LITHONIA AS1 ARCHITECTURAL ARM- ONE 150 -WATT CLEAR AS1_15OMHC_150MHC SR2 HS MOUNTED CUTOFF ED17 CERAMIC METAL SR2 HS.iesMOUNTEDON12 , LUMINAIRE WITH SR2 HALIDE, HORIZONTAL SSP POLE REFLECTOR BLACK POS. INTERNAL HbUS SIDE SHIELD. MEETS THE NIGHTTIME FRIENDLY' CRITERIA 14000 1.00 208 LITHONIA ASi ARCHITECTURAL ARM- ONE 150 -WATT CLEAR AS1_150MHC_OD -1 34 150MHC SR5S MOUNTED CUTOFF ED17 CERAMIC METAL MOUNTED ON 12' LUMINAIRE WITH SR5S HALIDE, HORIZONTAL SR5S.ies SSP POLE REFLECTOR. MEETS POS. THE 'NIGHTTIME FRIENDLY CRITERIA 14000 1.00 208 0 3a so' 120' 240' 1 1 OF 62 GENERAL LIGHTING NOTES 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WiLL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT - DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT - DETAILS PROVIDED ON THE DRAWINGS. 7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2 -FOOT (2') CONCRETE PARKING BUMPER. 9. ANY JUNCTION BOXES SHALL BE WATERPROOF. 10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF ( Y2) FOOT - CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITTING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 12. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24 -HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP, CONTRACTORS SHALL INSTALL THE WATT STOPPER&EGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION SEE PLANS FOR DETAILS ON POST AND FIXTURE COVER BOLT PLATE LO Z to W CO O W J a _ w w O J a O 0. O O Z Wn EO ACCESS PANEL IF APPLICABLE) RIGID GALV. CONDUIT 91 I z N C7 F _ n ANCHOR BOLTS TO - BE SUPPLIED BY z MANUFACTURER 2 N SCH. 40 PVC -/ CONDUIT, 2" MIN. CONCRETE BASE ON COMPACTED SUBGRADE; 2000 PSI. MIN. REBAR- (6) #6 W/ #3 TIES @ 12" VMIN O.C. ( EXCEPT @ 3" O.C. FOR TOP 2 TIES) 6 GROUNDING WIRE v FobV0 a o _ ° 1.5' MIN. DIA. /SQ. C LIGHT FIXTURE FOOTING X 10' GROUNDING ROD (COPPER CLAD STEEL OR COPPER) 50 J SECTION b SUITABLE FOR WET LOCATIONS iP68 j PARADOX ARCHITECTURAL IN -GRADE MONOCHROMATIC LED DESCRWTM: Hytlrers Paradox 8eriee sacked m nfuler in -grade luminaires are soft -Mme" unite deeklied for up lighting orchillahn1 16I landscape features, Those units can be Rush mounted into a ver)Wof wirmtes including concrete ortils, or landscape materials, and are idea! wharf aperture size or luminaee depth is a priority, SPEWICATIONS: DOOR MATERIAL the cast hmme or stainless steal. 1101JSNG- Compression ambled polyostor Wth patent pending Infernal dinectaccass junction box for through -branch wiring. Internal jusction bar provides 44W velum a to ensure proper east dbd tg installation. The housirle is U.V. stabilized, Impact and corrosion resistant for use In eN types of environments. The beusing has a side -car conlguratlon and houses the lamp and olr a • til.a 1... ib" n . - notion. SOURCETYPE L9t Monochromatic Wis.12W VOLTAGE: See ordering guide. LIGHT DISTRIBUTi1W. Sae Ordwifg Guide. I. 11SISEAL: Tampered clear flat boroMeIIi@ glass. The patent pending door I leas seal uses prepristery knife edge techrrobgy to secure the assembly to the hots tg. Three captive actirm hold the assembly in place. The tens is notched to provide maximum speetre opening. CONDUIT ENTRIES: Two molded 9f" NPT side satrin standard, holhom hubs are molded wNh a lf• NPT membrane knockout. ACCESSORIES: Decorative rock - guard, intornal glare control, and -slip Mmes a"aable. See ordering guide ter complete list of accessories. POWER MODULE: Integrally mounted modular LED driver, prewrtsd with quick connectors for easy installation and maints- pellte. FINISK Natural bronze at Maintains steel with a bineded finish. Bronze doors maybe painted. Confect factory for color opli0na. LISTING: U.L., C.U.L TYPE SBs 12 4C DMSi9AS DDB JOB NAME Not" nM%CA- 1.OB•1.OD-1 FEATURES & SPECIFICATIONS F Ilera"D USE f NT ND. SSS Square Straight Steel Poles NOTES: war lF.Wai Lee T*. t!0 Dee was• olaet.f. Leer feed beta] Gant is romoveble via atreahla•erirrded hispr-cent dosion, Lens square in cross- section with Oat sides, omat corner radio and excellent is dlafmN- arid shook• 1/r clur tempered slaw. J FINISH TFMStandardIbdshisdirkhrooeIDDD) corroslo s-res sons pofysatsr powder torsional qualities. Avelabte shah veldtol to 4', F and 6'. Oahu wdlh other architectural caters aws"It. Opi1CAL >t1f87ERt Wris ArAdbW d wowim t9osaw parabola eanski modar pfo.ida , lien smeisncln m, HECTRICAL SMEM ASTM AX that rowels or cxuads a minimum yiidl airmen of 31ma psi, The Benue rrui - mm {12II -M) high power hater slactrsud arsbska <10% TND.Ben 13 - 42W ppn,mr or iM..c EPAWlwe13gut Sockat Four pin. positive -leach Ourmoplardo seoka. r,rif SQiIAIM ST6AI6HT STEEL mTae-e1 4 It i L, l l Approximate all Catalog shah Polo suit Thickness i as Max.Ba Mme. 100 Mar. Bdtekcle APPROVALS i Number Son Aculty brands Ugheng,lna NOTE; HYDREL flESEf(YES THE RIONT TO MODIFY SPECIFICATION 716BINorOMTfk,Svnel wfwRarrsed11112109WRHOUTNOTICEAnydienonsior. on skis shad is no be asruund as a C ro ti1y1 mP]x7 LID reference dimension: Mud for information purposes miiy. h slues net 0 " e govern naWaaAdng at f- .upa9lan requirarngtds.' MIN Y145-MM fax 110SYJaaet wr- tt+ele i G. i i t LIGHT FIXTURE 'UPL' DETAIL L-018 N.T.S. SUITABLE FOR WET LOCATIONS IP68 41 1 j M9710/M9730 SERIES J OB N" MODULAR IN -GRADE LUMINAIRE PART NUMRM SINGLE LENS Mew Material Lang Taws Voltage Oh illo sn Lens Hy4mreraMI71OI1WMS tiesmuddarlo- gradalightsarcmould- purpose uah designed for udigktinl of architecture] and IMWW41PO faaturee. Then unite cep! be tlueho d mounted h to a variety of substrates or ----.. ` hndsctmateialt f s.,• The M .se.tlrrglslypmfaeYdlanlP -_- module snd encaperlsted power module. The components are secured inside a heavy-fuq Polymer mu* 4n housing designed with channeled Ofonu or Alurwinum Round 13' Stainless Steel Mend cownwtivwcooftenin "mijuncdonboXandiobadoortrim W. - FEATURES & SPEW CATIONS DOOR 11AATE1pIAL• Cast Aluminum, cast bronze. cast slumieum or 12' DIA. bronze Mdth stainless 13081 I 1 c 1sbr tporfcntedtressInsertorStabNeaSteel. Avrll- abla In round or square dowV0. " ROUG144N SECnON:Injec ari molded polymerwith irdW&Ijunc- - ton box for thru- branch wiri e. The housing is U.V. stabilized, impact and rcorrosien resistantfor m in aNlyposofenvironmenLt TMto"ll. 12' Brao•or,Akamdaanrm Squen t3" sairhkss Seed Salusre power module components and up door &*him "oft.Ar F r..._ - LAIi1PNAODULE S ntessstaelttowing ,factorysealedsMpurgsd 12„S40L . of d moisture for longer eomponant Ofe. Lana is sealed WIN sifkorn 12 - s4. gesket and steinissusteW chomp hand anomblyvilb singlofastoner. L ; )Electrieaf connection to lamp module. is done through a an bmersible quick pull pkg connector with gold-plated contacts. Standard unit is thermally protected. LAMP INCLUDED - ._.._...._._...._ .. LAIWIYPE: bondms *PAR3BwT4gLwuhekoark2lDMIYRmes Fhron memit Compactsuaro coK 42 wait m1X! END: T$ or E17,17$ Watt sax. If a specific lamp Is deslrod, spot* manufacturer's lamp ormber. Most lamps can be supplied. LAW WM12M. VOLTAGE: See ordering guide. 4071 2D" 6091 DNiTRBUT10N8; See ordering glide RMSHMG SECi'ION; Single Isar deeir. includes door esssmllty I 12e With 3W Aim-Lack'" lamp mOdtde support ring. Module indexing provides easy mairfbnance and ralamplag wilfoLR re- aiming. Active optiosl forms woolaowoMWo .DeertrimbcbiMopoaiOonwkhtwo incandescentRouoh -in housing i 12'rdeeestei stud captiive,tamper- resistant fasbuters. 1 3061 pCr4M MODULE: Ballast in encapsulated in a continue designed HID and heat -dissipating epoxy resin tthatalsDounli setes ail moistweintiudon Fluorescent to the beNesl. Models is provided adib submersible rated cord leads Rough-in housing inr connection be kOIogral junction boot and lamp modal. Sttnderd ballast is high power feator, fluorescent electronic or HID magnetic. CONDUIT ENTRIES: Two 12) bottom or side entries evallable. Box suitable for through- brenchWTing. Splicing volume is 25 WWI COm) NOTE: WMREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT AOMSORES' See ordering OTICE, Any On r I an this ahsat h to be assumed as a refonme dunmsierc g / 'Used for lntomatou purposes only. It does not govern mamelawring or FINISH: Finish is rAbiral aluminum or bronze. Stainless steel door is inspection nqulreeamr' (ANS V143-19M brushed finish. Aluminum doors may be pained. See ordering guide. APPROVALS LISTING: U.L, CE 0 2O09 AcuRyBrantlsLighdng, Inc. =IkdwB M, Suns e 12MIN) CarwNeOLCAM311 b167t1LN1r3e Pbarw:owmjwl Fac$WSXLM wvrw.kpieWrn i i LIGHT FIXTURE 'E' DETAIL LIGHT FIXTURE BASE DETAIL DETAIL 0 SBs 12 4C DMSi9AS DDB i L/rffZF /.4 L/t3/yT //1lG TFM 26DTT RB MVOLT DM8 LPI Not" nM%CA- 1.OB•1.OD-1 FEATURES & SPECIFICATIONS F Ilera"D USE gougol. Uniform wen thickness of a er ,181. resits are one r SSS Square Straight Steel Poles NOTES: coo$TRUCFWW fulMonfulNonptn longitudinal, high- haquanry olaf:oie reaistanaa weld. . Uniforfor mlyldUniformly CornpW NEMA heavy -duty caeatriodan. Diwcwt skNaiotan housing and 1 feed beta] Gant is romoveble via atreahla•erirrded hispr-cent dosion, Lens square in cross- section with Oat sides, omat corner radio and excellent is dlafmN- arid shook• 1/r clur tempered slaw. J FINISH TFMStandardIbdshisdirkhrooeIDDD) corroslo s-res sons pofysatsr powder torsional qualities. Avelabte shah veldtol to 4', F and 6'. Oahu wdlh other architectural caters aws"It. Opi1CAL >t1f87ERt Anchor base is f*d uted from hot nlRed emobsn steel plena carloamimg to ArAdbW d wowim t9osaw parabola eanski modar pfo.ida , lien smeisncln TECHNICAL INFORMATION HECTRICAL SMEM ASTM AX that rowels or cxuads a minimum yiidl airmen of 31ma psi, The Benue rrui - mm {12II -M) high power hater slactrsud arsbska <10% TND.Ben 13 - 42W weer starting temperature of 0'F 1 -18'CL asoalool somprnerts are mounted anchor base is prod lttlh signed hoar. Base ow is fmishod to match Vale. to the cast dumiomn horsing, providing easy access during servicing. EPAWlwe13gut Sockat Four pin. positive -leach Ourmoplardo seoka. LAMP SQiIAIM ST6AI6HT STEEL Nominal Wei kNWALLAY1ON Hsi^ 1" ma Most be spimmaLIs Die -cast domil un IN NPIOA mataq kawAk is assembled. Bhhol lead v dtk we WA Approximate Catalog shah Polo suit Thickness i as Max.Ba Mme. 100 Mar. Bdtekcle BullAn shipweight i Number Ian • Jfe .SiuOnxf) , Ilwhssl Gouge mph iryeight mph welgMM.mph fight [Tches n.xit.x' ounds Tell 28DT'r RR MVO Brits WettMaAlese Yeauaa 0/aa SSS 1$ 4C 10 4,0 x 1001 0.125 11 30.5 745 23.1 ` 595 18A 473 8-9 3/4 x: 1$x3 75 i SSS 1240 12 4Ax ]a 0.1121 11 ; 244 810 ,16,1 470 14A 370 B SU ISx3 M are as"lloame SS S144c 14 4.0 xT4.0 0.125 11 1 193 49B 15.1 311 11,7 M 8-4 3f4x1Bx3• 100 vC vandel guard no Is 16 Y 4.0 xAll M125 11 15,9 306 11.8 295 6.9 223 8-9 w4x18x3! Hs GW sobrrrvsd rni h i USis4c 18 4.0x18.0 ' 0.125 11 126 315 62 21) 6.7 1101 8-•9 3/4xtBx3' 125 Ow Charcoal grky us a4c 20 4Ax20.0 0.125 11 95 240 5.7 IV 4,5 150 8-9 314xlBx3 148 01111 bats 8832609 A I 20.0 1.14.0 1.14111 T 165 415 1225 310 113 248 &9 3/4x30x3 In US 2 M ?5Ax2110 1125 iT 177 44,4 127 319 14 2M 1 1x3Bx4 185 8SSm6B :M 5Oxffi0 0.186 7 291 106 21.4 585 102 405 10.12 1x36z4 -..._- US n 4C ;25 4Ax 25.0 0.125 11 42 IN 2,8 100 1.0 SD $--8 3AX lots 170 j SSS254B 25 401x26:0 0.189 .7 108 2711 s 5.4 . 7.7 i 135 $-9 314x30%3 146 us n Sc 25 601x2501 x125 11 23 26 8,3 151 3.7 150 10-•12 1 x 36x 4 225 sssssfg.._.as 6ox25n 0.18/.7. .aD 12.4. pp . !•0 750 .: 10»12 n .O 1x36K4! 3?D . US 30 40 30 4Ax38D a1 7 8.4 1 4. SUnSC 30 5Ax3/A 0.125 11 4.7 1W 20 50 -10••12 1x3$x4 2E SSs n0.30 O x O.t1I1 7 10.7 167 B T 187 32 10D t0. -12 i x as x 4 390 658 306/1 M A x 30.0 0.1$8 7 15.7 362 10 2 257 1A 100 h 11 -43 I x N x 4 520 888 35 M 35 5.0 x 35.0 0.186 7 S.9 150 25 109 -10- -12 1 x 36 x 4 40 833590 35 B.0 x 35.0 1 0.188 7 M 137 0 150 1.6 50 11 -13 1 x 31 x 4 50 SSS 30 BB 30 BD x nD ; VON 7 11 12B 1.3 3t -11 - 13 051x3Bx49 I Pda oats j BASE DETAIL 1ah 800 Solt A 0or bold 1 base circle projection Base Template Anchor boll and Willob siea A B square deeozlptlon dtuattbN aemier 4 'C 6 -111'2.3/4 -4" 6'ABTEMM ATE P35M AAle" " ABSr4'G 9-IM 24V4' -4' 6'ABTWP[ATE PJ50004 A830 -0 AeSSS -t6 18'S'10 -ir a%vlr -4• 11'ABTBOLATE PJ50010 AB36.0 A65S5•b 0'WAS'S- 3/8'• -4' 12.1/2• AB1EdPLATE PJ50011 A838-11 WA A OI 0BTAIRMIBrAtLA11oR IlORB r 00 Not erase poles wxhxt having A,dud.s 6000110L Ncierysapprad Mrxplatr6 mtat be Mad yftn teaks erCher bate, udr m Lighting , ro, inWned b due to feNra wr onwnlatRatcapt factary anplray. an ac.wxrrmrrqny i r xi • B If pool are stored allows. al pratedin waapinq nun be rmovad kwasdleteN upon doilwry to proem 1Nrh defuse. y' F Litw,ie Liglrt rm9 is roof rateuv,Sia ra Iha Iau,Jriwa dam a. C MPDKANP.cI , Thass spaoueiore me btanew for 9oearsl parpuws udy. Uft-Am seeress ter rled to aWita aateid or aaslan, without prior rr ftk h a ceadnahl assn Vo LPtrsds 'a products I i fA L1YWWV1A L10,ff YJVff" i i1w.enlsLi 4no+I01ICW W7CfS (.orllparly 111101011941 i One Uthonsweyt CWf&M 1GA3M12 Pkcns: No- e 7.9too frr:170 61!• 1109 Shee tll:: Pale -SSS 01914 AedlyBr ,kmandsI.Wk ., Rev. 4114M rwarJromuee.csn LIGHT FIXTURE BASE DETAIL DETAIL 0 SBs 12 4C DMSi9AS DDB i L/rffZF /.4 L/t3/yT //1lG TFM 26DTT RB MVOLT DM8 LPI Not" nM%CA- 1.OB•1.OD-1 FEATURES & SPECIFICATIONS F Ilera"D USE gougol. Uniform wen thickness of a er ,181. resits are one r Ideal for ape. tlags, building (geodes and landsoepb g. NOTES: coo$TRUCFWW fulMonfulNonptn longitudinal, high- haquanry olaf:oie reaistanaa weld. . Uniforfor mlyldUniformly CornpW NEMA heavy -duty caeatriodan. Diwcwt skNaiotan housing and s feed beta] Gant is romoveble via atreahla•erirrded hispr-cent dosion, Lens square in cross- section with Oat sides, omat corner radio and excellent is dlafmN- arid shook• 1/r clur tempered slaw. J FINISH TFMStandardIbdshisdirkhrooeIDDD) corroslo s-res sons pofysatsr powder torsional qualities. Avelabte shah veldtol to 4', F and 6'. Oahu wdlh other architectural caters aws"It. I shipped uep aneq a AF, Of, EC or = ogeane amen he ordered wsarbar. Opi1CAL >t1f87ERt Anchor base is f*d uted from hot nlRed emobsn steel plena carloamimg to ArAdbW d wowim t9osaw parabola eanski modar pfo.ida , lien smeisncln COMPACTRU1101 CENT HECTRICAL SMEM ASTM AX that rowels or cxuads a minimum yiidl airmen of 31ma psi, The Benue rrui - mm {12II -M) high power hater slactrsud arsbska <10% TND.Ben 13 - 42W weer starting temperature of 0'F 1 -18'CL asoalool somprnerts are mounted anchor base is prod lttlh signed hoar. Base ow is fmishod to match Vale. to the cast dumiomn horsing, providing easy access during servicing. Teme.D_. Duo Thmmor 7mw Tkeoge-w ThrraMe Foam Sockat Four pin. positive -leach Ourmoplardo seoka. A hsndhole having tominef dimensions of T It r for A shafts. Included is a LAMP SQiIAIM ST6AI6HT STEEL 35K 4-pin hemp provkhd wkn lamp is iaeladed tries S*M NAL Syser7A aatarrr 0 Meld Fe of Fuliviscr kNWALLAY1ON Hsi^ 1" ma Most be spimmaLIs Die -cast domil un IN NPIOA mataq kawAk is assembled. Bhhol lead v dtk we WA mouttne yAs and 3 R 1e 8E$ card is epliooal. Depdr U (17.5) uantdq mIsm a xt 120 nepuees at s . or see en . In. Uxtld for wet NMVM. Ell] OSW65rated. rotrlsti.rr, NOTE BpaeMkaaov sutrjret to tT anga vvibmx woos. •YValght as coa"g In AV%G WWII guard example bdote. A3 dswlteast ors Was itgNMEWO rNsa euwrabe specnbe. ORDERING INFORMATION Lead times vA very deperldillg w opli in selected.Camilt wilt ym r Isla spree n4**V. Exemiple: TFM 32TRT f0 MVMT LPI Tell 28DT'r RR MVO Brits WettMaAlese Yeauaa 0/aa 01101 LPl Raw r V W WITT IS 46 a Sl 121 cmd ,na d wnhta 70. rhd.re ..IPM Natural s uarawn U' Madroead gam 771 arse ca dieannoo OIL mock lLetalamp 25DTT 317 OW Internal akw•bhw tewgs 088 Steal blue liar MYar PE Pbmww 066 Modkocrones MINT Vet Vino anuel"Oct Chrea.r teary War M r15aaE0eard2ra•v4ro ON Tousle anon Ott r 1N sm Card PFWVAW Dist higm red Cft 1 M oleo ors wind are as"lloame M CSAarANd 9W While WIN 409cor6Ood CR F.nhaossd e follow M 1Kn yard CRT Non•sslak vC vandel guard oreteeere IN Upparview coedata Is Adviser riot lie' wI and brockst t tbmtergw TS Turman eiplehr :9- 8r6'0B tww,d C r 1• l i i I LffV,aA& "OA f) FEATURES & SPECIFICATIONS Come" M-Apr SBs 12 4C DMSi9AS DDB Notes Tee nM%CA- 1.OB•1.OD-1 1 0A.01111 i CONSTIIUCTIOp - Wvkablr- grads, hot•rcOsd, oonenercialyuafity carbon A Maw spmdlk UM for use in cards. Not wdebla im A ipr B!t! PoIA!sisal tubing with a ninirern yield of V4N psi tit - gouge), 56,000 psi (7- a a ecw moNFam• bww lira tea Ilan VM Ila W. gougol. Uniform wen thickness of a er ,181. resits are one r fxgga poAuear tanmen NOTES: fulMonfulNonptn longitudinal, high- haquanry olaf:oie reaistanaa weld. . Uniforfor mlyldUniformly rerun srdadeg POW. . bmirac USsquareincross- section with Oat sides, omat corner radio and excellent T loca In laerrp .ieetedoe 8tdue d0. domelocalismItnubd. as anerlY Donrpb:fsAMeCOrtere OM At:easorhs: Tam fllasntlag r7 torsional qualities. Avelabte shah veldtol to 4', F and 6'. I shipped uep aneq a AF, Of, EC or = ogeane amen he ordered wsarbar. Anchor base is f*d uted from hot nlRed emobsn steel plena carloamimg to S Na woaabte M .M. t7I41Aai Mira ease 10 Modules statement vamp bull IadedoL ASTM AX that rowels or cxuads a minimum yiidl airmen of 31ma psi, The Number d emarauNu 4 be n0.r ry. Tr1Jtt'. Vrwul guardhrehco anchor base is prod lttlh signed hoar. Base ow is fmishod to match Vale. regains 3 a ise degree.Teme.D_. Duo Thmmor 7mw Tkeoge-w ThrraMe Foam SrSoo wwrllther.6taelrrelmalon for oddMamo odor npsrms lAhfinl Dpper NeerwJhhW. ax A hsndhole having tominef dimensions of T It r for A shafts. Included is a uanaJkbonu. SQiIAIM ST6AI6HT STEEL cover *th ettaClraald: screws, 0 Meld Fe of Fuliviscr Most be spimmaLIs Top cap provided vAM all drill-mount polo. l WIS Tom slplidr 17.1}x' 00 tarp +l7MastbesWClaed, Fadomars ore high - strength galvanized, Ane•plared or =Wm MaL mIsm a xt 120 nepuees 4! ASrta O AST3MM MMM MW= M" Aft" PNSN - ONO bronze 0091 polyester powder swulhtrd. Otter ambitec- rotrlsti.rr,rued )AV%G WWII guard tural colors avaiabic. $cc wwriliilhonie.esmhrchoolom PROUHMM - Provision located immediaMy inside headhola rim Ground- ing eshwara Is not included {provided by oeh" ANCH N BOLTS - Top portion of author beitis gahmtited par ASTM A -153. Made of most rut hav ug a minimum yield sutntgtt of 55.800 pal i Lead times will0EH vary depending on options Selected.O RO INIII.INFORMATION _......Count with your sales reimente6ve.. SSS DM79AB i Sheds lypa Nominal Rx1uro Notrlehd shaft bus abl Mounting' 1111111011! Options SSS 20 SC M 19 01313 t DDB I Hniaho 18 mouming height - - vwk tHaknue - Ixn9n 1prel DeIsar eclara IN 391wt teak Paya.) PT seem top too Leso smoker bake ON Darkbwem l Ins beck pata.} Tea 2301 0A.(2wo 1D Ylbralbn draper am What in 2.7VOAA -VY TP Tenpar proof OL tract NPW HANDHOLE ORIENTATION Tae sea o.o.pNPSI riot lie' wI and brockst t tbmtergw l" txadl counts NA platers! etomhon C r ills' follow armlet less GW sobrrrvsd rni h iA4AILOVAPS)almoricar BMW" 1.r IB,Few Festoon on outlet hue Nacerlear DSS Sandsene i r rlABe 2ttM'Ire u *gNi+a`Ow Charcoal grky 0 . , 8 cMNPL Ivt * Wtham red CPL34xx 3N' cospiW 0T8 Tani de preenalt tat•CFLIaa I' cmgl:q'Dirt adWrtred MOB a at 9tr xPu2n yr threaded nipplN 01111 bats OdInB eat 90'VPLN= Spa threaded nippit'tolAroMUCnW plow A NPIt u 1' arsnMd rmippb'fpmaf HOW Haadhola BM Mt tares,HIM Exsz nandMo" NOTES DM2ets 2at7 ®• 1 Mayen aodedng tern aseating and dr11 ame matiaa ft r me ram cum 2 at Be OVMS 34twpoll. xdluw this exi mole; Dkttartll The carebinat on fiat Wesa squired e budfdle. BMWs 4ta/'an n i d2TemaddN'ns trnplaw m he wed for o ddAasdorkrll e o P i i an ero lumnsiro s'et's *sec. How te ds TKkreal Data 9.Nio<+ DktltW- 1 WW of the Oaoim Blador tae Unf its TOMPytae. OM2MSr 2 st 180' 8 l or r W designate Nature eon: rg• OMIL%SM OwN S- 2 atv 4 Spectly lacednn erd e,Wmim vdun ordYYy eprk:t Tlb90w_ 3 at d0 ,j For Iq'x` Spa* 03 holdlie In hot him" bum of pals. OMWAT,_ 4 etas i Pxdoxp4. !a 8*04lt -20 Gum Am.p.nd ftfI - a Fer2ad'x s Pctar olantatlon from bt"t, iA,B.01 DM1aW 1 snit' Ralpro to HMa" O WOOM own ON tlP Polls, OMIn lr tat tie' c Harizo tee nor y t0.' le t 27' OA tenon enamored. 914293/17_ z otor e Caebheden of m wwwp and dna OWN nglalar an bandhMt. BAU9HRlT t etl0' r Adaitimal colon mike a; gat wwwAnarle.ps wanhoelars or aetpsini_ s step' Arehbeakra Cajole brechers fRtm Na r AN. Pawky fisid6 stauard. Outdoor 311eatt POW$$$ PL -320 SQUARE STEEL LIGH POLE DETAIL A/MlffJVIA "AIMAM t s a ISOM SRS TS SPA SCWA LPI Noon Type i FEATURES & SPEO FICATIONS "' ° N tg aiB r ' ° ' OA -1 IIaeIINlMIIwlFrabsw.awfllvaoy. p efkixgieleaedeotreerdit4eresr Ar. K1 .5,. ieC1MM- Hrpad netaa,r. pldgaaradeaahelMkyttdlB tro.d.elaaNN ; tlddmsuafUN'. Oie astlsorinaMBeaimpaee •nlls11l4fNmpp./1Mloaa{$ defend tsar mk is (0.W gasteMd enlh ova cleu tsbulerslNi erla r6 Faisatlls. fl ANN tit volir LN1RjpellpMp,11Rdu•d. PIpMWe.MiBl 1' INIp-S erardgwieAiedulcbro4wf+ aMM PPeera >Klriull.AdklO.ttelsra ea- ASIoresussdatlleMsaMwwwJltlrorria .coMMahoOlora. OFINMLO - - AnodisedaepereelreP4e rstmo*odortmtfemllyrrldcan tree. RaIsatonataeptttmTitod- Nufemearesedan looddideandlMareltsaNaaH0. Forrfrltottldfiaaisttsur rpa8ablscType 0(rsedrsay,Typa HI IesynrnaMcLType N f sewed drorul WdTvp V {gp -sbic aq_rrr oulam BY$1f0- $&out High reactions, ctornhighpowfa forSO -19OW. BAV: 9SiAI -1 worrer178W.A swilmdo19 wendbalowarestsnderd was gf.BoBmMwaeoppewwusdesWMrAIaMY - read. ARONPN3:SSURE301111ft SSW -15W AllHxiBmsaearesr .udan . ronnwbloporaasnyaaae ol fswleAdtsMtrwePo 10' to 2Q' Mounting 1. 0.6, N91aaentpetplrSaCSA, MaMarnmrognrrNtorprobaafrrtddpnsneeoeatlo offr.usaefnttt. riot avWWwM179tNSCwA.CSwrwe Mehl heR Mites" EPA.V retantttwia bdfortseinapokmi -knwbmsupoWeabrmadhk n,besdamfuek• IU ISW twaaserdlnngsrlamplNeandednL wwc at 011111111 T SoekacForodtaie.hoe lh" as rradmo fimbnoeooketwMoopperdlotbafelnl• Pland.aswandaodeerwcofaoct Depft 0 05.0 H i tATiN- a*rorelawtorpoteorvssNraonserif oPesnaa.ros.te+easwaama. 'milk akB Ale tit t bg} 1 lutgro 6.- ULLWdtoot rdk SACgriHHadlswO&rssk ULNeadtorzrcw t ant w"'atr s arrrNeoead in L . ___ I I alldtulloeaaotM.lf'06Ratei, sowmaple k.arrr. to taidmrttrotiea AB dMt dlets or hoe (eanler W4 nrlen 469VA.5. sped"NOtEs trYSAS i ORDERING IWOIgMATION For si>atest read times figure product using sa oohed opeeo6 (Wow In boldk Exerllple: ASi I OOM SR3 T8 SPA LPI AN 150M >IR:4 _ To SPA __.._ SCWA LPI srt*a rd.lkerhg serer gene" L= _1 L'"_I IN 2w< pdb (blank) (blonk) DWI LN Use* ,1 JIm1LMdtht 10.1 fNl letwe9 1sy21% 1 alto atoll IWA Rge.d pate CIO coutmk fIF namwaeate4ag41Nw BOIL Bad 10 ISM W Yuan * lop a a.F EC Eswatsnw oirswttr Oat VVI in" p dewu) Fat NEaaAtdritteea d.4W ASI tMr BBeia DrtA1 Mast arm. aw..a enter B0. i Oase OIM Mcooltocuwd SOYW4 Sup.rCWlt He Ouseeli oti*1dtS a 0116 Be.bml 2msol a 'N0. square pole onhla peke ataN afestl-S1P V.4111 Mountain awfad =.. r. (art Uwod sad Needed 1a am area, rimed polpmhyp x t dwd Can.4av OWN B Corsi onremo NOM NomewtEno r ! UK gxY011elee 1NTL homm ignot amp um to 9R2 Spementel lypu N rruderay Oh11aa11jatllutebf 31" SR+IdC I"Mm tell bp, B rgN Mob PEl NHBAvNm" FE(13t3HL 1 tea 1r ONreratd t a N PM Y Comm, RIM Smusiomen tKoQYINOWrtggewas•d No P61 altlktsaastlea PEIe1M feelEe: M NEkaAleirflorJtPEn7M e I Net master 0.0 New. 116 Vandal Board s Me well SCIVA 9C SWAM rap t7ENDlY Outdoor ShestaTFM -CFI iL -1010 LIGHT FIXTURE 'F' DETAIL Dwim Sbeet fl: A3140 -6 AL -100 LIGHT FIXTURE 'OA -1', 'OB -1' & 'OD -1' DETAIL I - _0'0AExNaN, CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a 0 w IiIIM4 o w kmal A w W A Z w syTH OF " P Alan G. Franklin Iic. No. 35326 W k L e e.LTH OF GI V 7 Steven W. Edwards I" Cent. No. 0931 V P E A V,G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. An rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or uhtized in any form or by any means, electronic or mechanical, Including photocopykg, scanning, or by any other means of retrieval system without written permiewon from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorizewn of Terra Corxepts, P.C. O TERRA CONCEPTS, P.C. SHEET S lii 5 j3 / OF 62 0 V A Maw spmdlk UM for use in cards. Not wdebla im etc Arh*r has a un o+adeMivmab cr 9-b leredfaakas -vialsaaecwmoNFam• bww lira tea Ilan VM Ila W.stow itaegWlp teat metros an Auh alas Nation W to fxgga poAuear tanmen NOTES: 0.w I0. earls . 6 Ltiudt leaelet for areifitie verlpges.rerun srdadeg POW. . bmirac 1 Mutl -vote nlectrordc teibet top&&* of apomt4e an any arw W"o Imn 130 -env Aecesrar}ys: T loca In laerrp .ieetedoe 8tdue d0. domelocalismItnubd. as anerlY Donrpb:fsAMeCOrtere OM At:easorhs: Tam fllasntlag r7 2 test areisbb multi MYOLT Must e.WIN opaeih wlteG 0rdw us r Pile Mela9 nmb.r•I shipped uep aneq a AF, Of, EC or = ogeane amen he ordered wsarbar.Ors' art "Barrel aetetp assume. east he used maul rend polo aardme (1 i S Na woaabte M .M. t7I41Aai Mira ease 10 Modules statement vamp bull IadedoL itlltap 1 • s0 Number d emarauNu 4 be n0.r ry. Tr1Jtt'. Vrwul guardhrehco le Ms be Natural so on scary. 12 A& anoelarrhltapunlcalmnwWOMCse regains 3 a ise degree.Teme.D_. Duo Thmmor 7mw Tkeoge-w ThrraMe Foam Sr Soo wwrllther.6taelrrelmalon for oddMamo odor npsrms lAhfinl Dpper NeerwJhhW. ax uanaJkbonu.2 e tD degreesUrMeAFTdonnas ASTWSTfO.1e0 Z,1•>f1 TJB -180 m•BN 6T'ASM AS"Y A A 0 Meld Fe of Fuliviscr Most be spimmaLIs Die a of >n s DYIMB , a<f0 0pm s l WIS Tom slplidr 17.1}x' 00 tarp +l7MastbesWClaed,N A nlatle *a IM or IMNC rely. to Te.t ryxapee 0.b act anely wear Caellerb 111' m mIsm a xt 120 nepuees 4! ASrta O AST3MM MMM MW= M" Aft" rotrlsti.rr,rued )AV%G WWII guard Outdoor ShestaTFM -CFI iL -1010 LIGHT FIXTURE 'F' DETAIL Dwim Sbeet fl: A3140 -6 AL -100 LIGHT FIXTURE 'OA -1', 'OB -1' & 'OD -1' DETAIL I - _0'0AExNaN, CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a 0 w IiIIM4 o w kmal A w W A Z w syTH OF " P Alan G. Franklin Iic. No. 35326 W k L e e.LTH OF GI V 7 Steven W. Edwards I" Cent. No. 0931 V P E A V,G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. An rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or uhtized in any form or by any means, electronic or mechanical, Including photocopykg, scanning, or by any other means of retrieval system without written permiewon from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorizewn of Terra Corxepts, P.C. O TERRA CONCEPTS, P.C. SHEET Slii 5 j3 / OF 62 0 V I 3illI II II i II 3 W ti W W Ii m I ,O Q N \ W - Zco \ SD r i 8r DIP W.L. 1" WATER WATERLI E'A'' EX. OVERHEAD r I = _ W SE ki!E W W UTILITIES I \ I LINE, — — x8 " TEE HEAT Ef LOT 74 \ -R N 30' OVERHEAD - - i ' sD FFE 564.60 co \ \ 2 - W G.V. I (63' OBILC .O. GLEN . I I III UTILITY EASEMENT +\ \ BFFE 553.60 \1 TMP32 -4 I ,,, \ z ca ANY TO TRANSFER I N FIXTURE COUNTS MUST BE PROVIDED TOPOWERCOMP i , THE ACSA PRIOR TO ING TAPS FOR \ — — UNDERGROUND SERVICE TO AERIAL r ; WATER SERVICES. MET q SIZES WILL BE \ I I I • THIS POINT TO PROVIDE/MAINTAIN DETERMINED ONCE FIXTU COUNTS ARE \ 62'. d a a eSERVICETOTMP32-49B / I - \ a a \PROVIDED. \ e e 41 * I I •lam i l' \, - \ \ 5 \ ° a ° d 4 SAN. DWM, TYP. Ake r , ERAL, i • • ; , ; I LOT 61 LOT\ 60 LOT 59 LOT 58 r \\ I - 1 rrr rnn- -7 I rLC ren en F -1 0 d 0 z 0 WI U I IM I P to I mumal 12 P SERVICE WESEAND&LIVE 2V ACSA — LL D E 8" EASEILA Lll ED I Ii JACrANDBOLIMITS r I l I ICI IIfi i I l I l I I i I I 1 I I ! I I I I I I I I I I I I II I I I II I II I I ND 1 ' .. : - _ 8"x8" TEEJPIVTER.O. " $ v. EA, HR ALE SIRPVCS.S. I S.S. 2 - 8 G.V. / S: `.. S .. S - /. \ .. "G:V. - / - 'P 1C 1 wA - t=- to - A n nISER< INE , _ - A LINE 8 DIP L, - DlP W / WATER.LI . ArATRLINEAoDIP O W .,_._V,L iN W W w W W WWWWIfVW _ W W W _ ' /' 4 EM j - 8"x8" CROSS / VOIu4P — — — Ell / I 2 - 4" G.V. 4" FIRE LINE _ Hl 1 - 8" G.V. (P%VATE) — — — _ — 8 -TEE- NTII6" q.y. 14- — _ ' J _ _ a a a a d d S `- S a S / S/ i F / / // 6 6" SAN. ' / , , \ j: ; / . I I 1 / SEW KLAT. 4 " v: LA SAN — — — — ' /d a ` 44•...»7 DWM, TYP. — TYP. o r n _.OT2 LOT W -LOT j1 LOT 12 LOT 13 LOT 14 FFE 570.44 — _ _ { T LO't 27 L 28 OT 29 LOT 30 FIXTUR €COUNTS FOR MULTI - FAMILY / ' ' FIFEE 566.17 FFE 566.17 FFE 566.17 FFE 565.50 FF 565 5 STUCTURES MUST BE PROVIDED TO THE ACSA _ — — — `) FFE 564.17 FFE 563.50 i FFE 562.83/ FFE 562.17 FFE 55. C7 BFFE 5K66 BFFE 55"3 BFFE 553PRIORTOMAKINGTAPSFORWATEFkSERVICES. — — — _ — — — — _ — / I Yl I I I I f METER SIZES WILL BE DETERMINERS ONCE II I I I I i I FIXTURE COUNTS ARE PROVIDED I7 I 77 a i I III - 4. — — / 50 I I I i i I I awaun 54 mm wnwmm' + + — — — + rmu + — 52 c + + + + _— _ - - - -- —I — _ _ 50 low - -- I — / iiiiis an I C POWEPOWER, G OMPANY TO TRANSFER — T / — — —_— — — _— — — — — — a ---- I I I I UNDERGROUND SERVICE TO AERIAL AT _ _ _ _ _-- — — — — _ _ -- _ THIIS POINT TO PROVIDE/MAINTAIN / / — ' _ r = = = -- T I I /SERVICE TO TMP 32 -56A / — — — — — — — — — — ` - — S— I on — I —N — --- - -- TMP 32 -56 FUTURE I - i I INTERPARCEL ROAD CONNECTION — ' — ..._— _' TMP 2 -56AI I I I I rn 0 10' 20' 40'01 ONE CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a 0 w m a A s O A a a z w TH op U 1 Alan G. Franklin lk No. 35326 W O W. l O NA L NTH OF 7 Steven W. Edwards r Cert No. 0931 U 9 p E AgG SCALE: 1" = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, induding photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these Plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET /- 31Z , OF 62 C A XTTT A D V Q1rV T - Tr — PT TD V CrT-TV nT TT TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434 -295 -2103 O w gel a 4 OMM4 A s W A 0 z w LTH r U Alan G. Franklin lac. No. 35326 W O W l O NA L NTH OF ItIG 'r Steven W. Edwards t" Cert. No. 0931 U AV C, P E A R C -o SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: 1 =20' 05 -27 -08 SWE 2007 -00065 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by arty means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 a 0 w a a O 5 W a 0AU A ° a z w LTH OF cr Alan G. Franklin y Iic. No. 35326 W O W J,sI EEO~ONA L e.LTH OF G r Steven W. Edwards r' Cem No. 0931 F' I U C'.q pE ARG` SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: 1" = 20' 05 -27 -08 SWE 2007 -00065 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS S. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized In any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Conc epta, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 T -1x3TjrR1*A CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 W O 1 C11 h- W a a O W W zWoAU a A O W z Ono OF v C9 Gt v r Alan G. Franklin I Iic. No. 35326 w O W ANA L 1,TH OF Vr r r Steven W. Edwards r' Cert. No. 0931 U I w P E A R Gti SCALE: P = 20' ISSUED: 05 -27 -08 DRAWN BY: SWE SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24-08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopyin0, scanning, or by any other means of retrieval system without written Permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 SEE SHEET 53 FOR CONTINUATION ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 W z z 44, z z a+ x 5 P C u F O O p4 z TH OF I' r v Alan G. Franklin Uc. No. 35326 W O W ANA L TH OF I cr r Steven W. Edwards r Cert No. 0931 U P E A R Gti SCALE: ISSUED: DRAWN BY: SDP: REVISIONS: V =20' 05 -27 -08 SWE 2007 -00065 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS 3. 04- 13 -09, ACSA COMMENTS 4. 11- 19 -09, VDOT COMMENTS 5. 02- 04 -10, LIGHTING /MISC. All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terre Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 62 0 580 580 570 570 O 560 EX 560 Cn F 550 W 550 Z _ j _j _j _j _j _j _j _j J U 540 a 540 530 530 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 WATERLINE 'A' e STA. 10 +00 TO 16 +60 SCALE: H: 1 " =20' V: 1 " =10' 570 570 O 560 M 560 co N Q H Ed Ed 0:11 an 550550wz Z JJ2 U 540 a a 540 530 530 520 520 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 WATERLINE 'A' e STA. 16 +60 TO 23 +40 SCALE: H: 1 " =20' V: 1 " =10' 580 ATER 580 570 570 560 + 560 M N Q C/) 550550w Z U LU 540 Q 540 OD bo 530 530 24 +00 25 +00 26 +00 WATERLINE 'A' - STA. 23 +40 TO END SCALE: H: 1"=20' V: I"=10' NOTES: 1. ALL 8" WA SHAL BE CLASS 52 DUCTILE IRON PIPE. f 2. ALL 4" W SHAL BE CLASS 53 DUCTILE IRON PIPE. -_ - EXISTING 3. ALL WAT SERVICE C S ALL BE TYPE COPPER TUB NG. GRADE JACK A ND BORE I PROPOSE 4. THE MINI UM VERTICAL SEPARATION B ETWEEN STO PIPES AND ATERMAIN IS 12 ". WATE UNDER GRADE I „ DICKE SON ROAD 3 MIN. C 5. THE MINI VERTICAL SEPARATION B ETWEEN SA NITARY SEWER AND WATERLIN IS 18 . DU IRON PIP 8 CLASS 52 6. 3' MINIMU COVER REQUIRED OVER C OF PIPE. FILL REQUIR AT 95% COMPA TION STEEL CASING TO END A MIN. T -- -OF 5' BE YOND EDGE F PAVEMENT 12" MINIMUM ON BO H SIDES OF D CKERSON SE ARATION ROAD. TY 18" INIMUM FILL R EQUIRED AT SEP 12" MINIMU 95% OMPACTION TYP SEPARATI z Q q W LU W > > Z .. J M C1 W U' J - - W W W W 0: Ur W N N LU UJI W U __ ( N • — _ w r a t' ° CO w w w w w 3 w N W w ° w a O f- (1) CO) W V) w w w z m w w CO)C0 w x , Ix O w CO w CO) w Cl ) 0) CO) F- 0: _, x co w to in CO p oo O I U a W Z R OP F- Z z Z z w Z Z Q Z z Z Q W x Q ° CO v c_an U) ` U W co r- .- ifl — - - — -- - - -- - LO MON W W W W w ! W _ w m O H ! H ! m H m H Z m O f— m m co I F - Izizzzz . - w a I a a o a ; a I Ali a o a CO a a a a N fn N _ u N = N NfnfnQ d' N CO m LL N i I NOTES: i I 1. ALL 8' WATERLINES ALL BE CLAS 52 DUCTILE IRON PIPE. i s 2. ALL 4 WATERLINE HALL BE CLAS 53 DUCTILE I ON PIPE. ' 3. ALL SERVICE CONNECTIONS SHALL BE PE K COPPER RING. ! 4. THE MINIMUM VERT SEPARATI BETWEEN STORM PIPES ND WATERMA N IS 12 ". , 5. THE MINIMUM VERT1 AL SEPARATI BETWEEN ANITARY SE AND WATE IS 18 ". EXI TINGGR4DE 6. 3' MI IMUM COVER REQUIRED OVER CENTERLIN OF PIPE. r PRO GRA 3' MIN. OVER ' 1 MINIMUM EPARATION P. m • N F- N V) w to CO W U) W l.LJ Z E- UJI z 12 F- z z z i-- z w C) Z 0-4 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o W a a Z w TH OF r U Alan G. Franklin F.ic. No. 35326 W Q le,`rl O NA L OF G t,P U Steven W. Edwards r Cent No. 0931 R G ti A N SCALE: AS SHOWN ISSUED: 0527 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Tema Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 0V NOTES: 1. ALL 8" W EERLINE SHAL BBE CLASS 52 DDUCTILE IRON PPIPE. i 2. ALL 4" W TTERLINE SHA BBE CLASS 53 DDUCTILE IRO PPIPE. 3. ALL WATER SSERVICE C SSHALL BBE TYPE CCOPPER TU I 4. THE MINI VVERTICAL SSEPARATION EETWEEN STO MM PIPES AND AATERMAIN 1 112 ". 3 PROPOSED 55. THE MINI UUM VERTICAL SSEPARATION EETWEEN SANITARY SSEWER AAND WATERLI EEIS 18 ".EXISTING 3' MIN. 6ER6. 3' MINIMU CCOVER REQ IIRED OVER C OOF PPIPE. GGRADE I II 18" MMINIMUM f I J JJ J J II JJ JJ (J N II w w w w ii w w w w ww ww w !ww ZZ w( w Cr W CCO) °aa cc c IO o c o o g g CD ii CCO aa oo iin"i w c w uuwi C N ! w Iwww c w °Z I w aZ waiiw z Z ZII IZ xIxxxzz I oc Ix z z z w z zz U O W w U) CCO MON W W W W w ! W _ w m O H ! H ! m H m H Z m O f— m m co I F - Izizzzz . - w a I a a o a ; a I Ali a o a CO a a a a N fn N _ u N = N NfnfnQ d' N CO m LL N i I NOTES: i I 1. ALL 8' WATERLINES ALL BE CLAS 52 DUCTILE IRON PIPE. i s 2. ALL 4 WATERLINE HALL BE CLAS 53 DUCTILE I ON PIPE. ' 3. ALL SERVICE CONNECTIONS SHALL BE PE K COPPER RING. ! 4. THE MINIMUM VERT SEPARATI BETWEEN STORM PIPES ND WATERMA N IS 12 ". , 5. THE MINIMUM VERT1 AL SEPARATI BETWEEN ANITARY SE AND WATE IS 18 ". EXI TINGGR4DE 6. 3' MI IMUM COVER REQUIRED OVER CENTERLIN OF PIPE. r PRO GRA 3' MIN. OVER ' 1 MINIMUM EPARATION P. m • N F- N V) w to CO W U) W l.LJ Z E- UJI z 12 F- z z z i-- z w C) Z 0-4 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o W a a Z w TH OF r U Alan G. Franklin F.ic. No. 35326 W Q le,`rl O NA L OF Gt,P U Steven W. Edwards r Cent No. 0931 R G ti A N SCALE: AS SHOWN ISSUED: 0527 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Tema Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 0V NOTES: 1. ALL 8" W E ERLINE SHAL B BE CLASS 52 D DUCTILE IRON P PIPE. i 2. ALL 4" W T TERLINE SHA B BE CLASS 53 D DUCTILE IRO P PIPE. 3. ALL WATER S SERVICE C S SHALL B BE TYPE C COPPER TU I 4. THE MINI V VERTICAL S SEPARATION E ETWEEN STO MM PIPES AND A ATERMAIN 1 1 12 ". 3 PROPOSED 55. THE MINI U UM VERTICAL S SEPARATION E ETWEEN SANITARY S SEWER AAND WATERLI E EIS 18 ".EXISTING 3' MIN. 6ER6. 3' MINIMU C COVER REQ I IRED OVER C OOF P PIPE. G GRADE I II 18" M MINIMUM f I J JJ J J II JJ JJ (J N II w w w w ii w w w w ww ww w !ww ZZ w( w Cr W C CO) °aa c c c IO o c o o g g CD ii C CO aa oo i in"i w c w uuwi C N ! w Iwww c w °Z I w aZ waiiw z Z ZII IZ xIxxxzz I oc Ix z z z w z zz U O W w U) C CO NOTES: i I 1. ALL 8' WATERLINES ALL BE CLAS 52 DUCTILE IRON PIPE. i s 2. ALL 4 WATERLINE HALL BE CLAS 53 DUCTILE I ON PIPE. ' 3. ALL SERVICE CONNECTIONS SHALL BE PE K COPPER RING. ! 4. THE MINIMUM VERT SEPARATI BETWEEN STORM PIPES ND WATERMA N IS 12 ". , 5. THE MINIMUM VERT1 AL SEPARATI BETWEEN ANITARY SE AND WATE IS 18 ". EXI TINGGR4DE 6. 3' MI IMUM COVER REQUIRED OVER CENTERLIN OF PIPE. r PRO GRA 3' MIN. OVER ' 1 MINIMUM EPARATION P. m • N F- N V) w to CO W U) W l.LJ Z E- UJI z 12 F- z z z i-- z w C) Z 0-4 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o W a a Z w TH OF r U Alan G. Franklin F.ic. No. 35326 W Q le,`rl O NA L OF G t,P U Steven W. Edwards r Cent No. 0931 R G ti A N SCALE: AS SHOWN ISSUED: 0527 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Tema Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 0V C) Z 0-4 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o W a a Z w TH OF r U Alan G. Franklin F.ic. No. 35326 W Q le,`rl O NA L OF Gt,P U Steven W. Edwards r Cent No. 0931 R G ti A N SCALE: AS SHOWN ISSUED: 0527 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29-08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Tema Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 0V 580 580 580 580 570 570 570 570 O 560 0 560560560 Q F- G7 550 550 550 w 550 Z J LU U 540 540 Q 5405402 W 11 530 530 530 530 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 10 +00 WATERLINE 'B' WATERLINE 'C' e STA. 10+00 TO 10 +80 SCALE: H: I"=20' V: 1 " =10' SCALE: H: 1 " =20' V: 1"=1 570 570 O 560 + 5 0 Q 550 550 w Z 540 Q 540 530 530 520 11 +00 - -- 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 WATERLINE 'C' - STA. 10 +80 TO END SCALE: H: 1 " =20' V: 1 " =10' F 560 560 550 550 0 540 540 H 530 w 530 J U Q 520 520 15 510 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 WATERLINE 'E' STA 10 +00 TO STA 16 +20 SCALE: H: 1 " =20' V: 1 " =10' NOTES: --- - - - - -- -- -- - - - - - - -_ T -_ -- - - - - ---- - - - -- - - -- - - -- - - - - - -- - - - - -- -- - --- - -- - - - -- - --- - - - - -- - - - - - -- - -- ----- - - - - -- - 1. ALL 8" WATERLINE SHAL BE CLASS 52 UCTILE IRON P IPE. 2. ALL 4" WA ERLINE SHAL BE CLASS 53 UCTILE IRON PIPE. 3. A WATER SERVI CO_ NECTIONS S ALL BE _TYPE C OPPER TUBING., II4. THE MINI VERTICAL S EPARATION ETWEEN STORM PIPES AND ATERMAIN IS 12 ". EX TING 5. THE MINI VERTICAL S EPARATION ETWEEN SANITARY SEWER A ND WATERLINE IS 18 ". GR DE 6. 3' MINIMU COVER REQ IRED OVER C NTERLINE OF IPE. -- f -'- - - 3' MIN. COVER PROPOSED GRADE - I 12" MINI 8" CLASS 52 SEPARA DUCTILE IR PIPE TYP. 12" M NIMUM SEP TYP. z_ > ` tL W Q OD "' w Z Z Z Z : V U ? m W bo W _ w N eo W W J ? I 0 W W x W Z w I - a Q Q °° °D Z ao w x ~ !A C0 Cl) 520C111c co -- ' - -- rn co ioZoo I I J v Z U l U U w I N io Wpco loin 1101, W w t - W W Q ~ W Q f;xo—m d - -- r (D r r t0 t0 r CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o , a d W p,LTH OF P4 Air V f7 Alan G. Franklin I.ic. No. 35326 aj o w c ssl O G~NAL LTH OF Pj cr Steven W. Edwards r Cent No. 0931 U c9 PE A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 , REVISIONS: 1. 08- 29-08, ACSA COMMENTS II2. 10- 24 -08, ACSA /COLTNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 a V NOTES: NOTE I 1. ALL 8"W ATERLINE SH BE CLASS 2 DUCTILE IR N PIPE. HALL BE CLA 552 DUCTILE RRON PIPE. i 2. ALL 4"W ATERLINE SH BE CLASS 3 DUCTILE IR N PIPE. WATERLINE HHALL BE CLA SS 53 DUCTILE RRON PIPE. I 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER T RING. CONNECTIO S S SHALL BE PPE K COPPER TTUBING. FILL REQUIR DD AT R I ROPOSED 88" CLASS 52 E PIPE G i I EXISTING 3 4 4. THE MI IMUM VERTIC SEPARATIO BETWEEN S PIPES A D WATERMAI IS 12 ". M INIMUM VER SSEPARA BBETWEEN SSTORM PIPES AAND WATER IIN IS 12 ". MINIMUM 995% COMPA TTION PROPOS E D EX 5. THE IINIMUM VER IICAL SEPARA IION BETWEEN SSANITARY SE AAND WAT RRLINE IS 18". 3' MIN.COVER SEPARA 5 GRADE G 5. THE MI IMUM VERTIC L SEPARATIO BETWEEN S NITARY SEWS AND WATER INE IS 18 ". - 6. 3' MI IIMUM COVER RREQUIRED OVR CCENTERLI OOF PIPE I j I I I i i 6. 3' MINI UM COVER REQUIRED OVER CENTERLINE F PIPE. 12" MINIMUM I-- - i I I i E I - i i 112" M IIN ii ( SEP RRA 18" MINI UM TYP. , 8" CLASS I FI LL REQUIRED TT SEPA TYP TION DUCTILE I ON PIPE I i C 18" MI IMUM 12" MI Q I I Q N FILL R AT F WW WW f- Q Z C-) Z p S EPARATION I Q SEPA OWIIWIIWI 95% COMPACTION W' W W W W I l - y` g -W g gg = ?p I TYP.i TYP. g Z N x Q CO W W m W WW ii W iI i WW W W W W I g r v U v W g v LJ.. v Z U?g J W v tL I t N 00 Cp w N w w CO W tto w W z W co WW cco W W c Z U w v v x LLL. w w W A IIn I t W W N cn t 0: N p CO c Z N t W W W W W W W W W co W m W W p W W W ww O tto C0 to O L to 0 c N z H CO z z CO) o Z U) (1) IX cn w to cn c(1)w 520C111c co -- ' - -- rn co ioZoo I I J v Z U l U U w I N io Wpco loin 1101, W w t - W W Q ~ W Q f;xo—m d - -- r (D r r t0 t0 r CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o , a d W p,LTH OF P4 Air V f7 Alan G. Franklin I.ic. No. 35326 aj o w c ssl O G~NAL LTH OF Pj cr Steven W. Edwards r Cent No. 0931 U c9 PE A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 , REVISIONS: 1. 08- 29-08, ACSA COMMENTS II2. 10- 24 -08, ACSA /COLTNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 a V NOTES: NOTE I 1. ALL 8"W ATERLINE SH BE CLASS 2 DUCTILE IR N PIPE. HALL BE CLA 5 52 DUCTILE R RON PIPE. i 2. ALL 4"W ATERLINE SH BE CLASS 3 DUCTILE IR N PIPE. WATERLINE H HALL BE CLA SS 53 DUCTILE R RON PIPE. I 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER T RING. CONNECTIO S S SHALL BE P PE K COPPER T TUBING. FILL REQUIR DD AT R I ROPOSED 88" CLASS 52 E PIPE G i I EXISTING 3 4 4. THE MI IMUM VERTIC SEPARATIO BETWEEN S PIPES A D WATERMAI IS 12 ". M INIMUM VER S SEPARA B BETWEEN S STORM PIPES A AND WATER I IN IS 12 ". MINIMUM 9 95% COMPA T TION PROPOS E D EX 5. THE I INIMUM VER I ICAL SEPARA I ION BETWEEN S SANITARY SE A AND WAT R RLINE IS 18". 3' MIN.COVER SEPARA 5 GRADE G 5. THE MI IMUM VERTIC L SEPARATIO BETWEEN S NITARY SEWS AND WATER INE IS 18 ". - 6. 3' MI I IMUM COVER R REQUIRED OVR C CENTERLI OOF PIPE I j I I I i i 6. 3' MINI UM COVER REQUIRED OVER CENTERLINE F PIPE. 12" MINIMUM I-- - i I I i E I - i i 1 12" M I IN ii ( SEP R RA 18" MINI UM TYP. , 8" CLASS I FI LL REQUIRED TT SEPA TYP TION DUCTILE I ON PIPE I i C 18" MI IMUM 12" MI Q I I Q N FILL R AT F WW WW f- Q Z C-) Z p S EPARATION I Q SEPA OWIIWIIWI 95% COMPACTION W' W W W W I l - y` g -W g gg = ?p I TYP.i TYP. g Z W 1 W W m W WW ii W iI i WW W W W W I g W U g v U v W g W W v v v Z U?g J W v 1t1 WItCD W w N w w CO W t to w W z W co WW c co W W c Z U w v v x L LL. w w W A I In I t W W N cn t 0: N p CO c Z N t W W W W W W W W W co W m W W p W W W ww O t to C0 to O L to 0 c N z H CO z z CO) o Z U) (1) IX cn w to cn c(1)w CD fn w z tt7 z W W Q II ¢ ¢ ¢ Q Q Q ¢ ¢ Z I ¢ H m H a s fn Z Z a W a 1) a W a a W a a W a Z Z W a ucs' a Co c0 F-z to o U a v 5 a a Q a N a t!1 fn K X V 520C111c co -- ' - -- rn co ioZoo I I J v Z U l U U w I N io Wpco loin 1101, W w t - W W Q ~ W Q f;xo—m d - -- r (D r r t0 t0 r CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o , a d W p,LTH OF P4 Air V f7 Alan G. Franklin I.ic. No. 35326 aj o w c ssl O G~NAL LTH OF Pj cr Steven W. Edwards r Cent No. 0931 U c9 PE A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 , REVISIONS: 1. 08- 29-08, ACSA COMMENTS II2. 10- 24 -08, ACSA /COLTNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 a V NOTE 1. ALL "WATERLINE HHALL BE CLA 552 DUCTILE RRON PIPE. 2. ALL "WATERLINE HHALL BE CLA SS 53 DUCTILE RRON PIPE. 3. ALL WWATER SERVICE CCONNECTIO SS SHALL BE PPE K COPPER TTUBING. FILL REQUIR DD AT R ROPOSED 88" CLASS 52 E PIPE G EXISTING 3 44. THE MM INIMUM VER SSEPARA BBETWEEN SSTORM PIPES AAND WATER IIN IS 12 ". MINIMUM 995% COMPA TTION 5. THE IINIMUM VER IICAL SEPARA IION BETWEEN SSANITARY SE AAND WAT RRLINE IS 18". SEPARA 5 6. 3' MI IIMUM COVER RREQUIRED OVR CCENTERLI OOF PIPE I j I I i iI-- - I -i 112" M IIN ii ( SEP RRA TYP. ,I FI LL REQUIRED TT C Z j F Q I I Q N II N W ' F WW WW f- Q Z C-) Z p j I Q OWIIWIIWIWWW' W W W W II W w l -g -g -W g gg = ?p Ig io O O W 1 W W W W WW ii W iI i WW W W W W II W W W W W O i J1t1WItCDWNWNwwCOWttow WW co WW cco W W W Z Z w x LLL. w wAIInIt WW C W N W N cn t 0: N cn CCO ccn NN tto p p !x II W W W W ww O tto co tto O L to 0 c w W z H W z z o ZZ II ww ! W W zz t t7 z II ¢ ¢ ¢QQ Q ¢ ¢to II ¢Q ¢mm I m m o m ,ucs' aa v .v 5 I I J v Z U l U U w I N io Wpco loin 1101, W w t - W W Q ~ W Q f;xo—m d - -- r (D r r t0 t0 r CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o , a d W p,LTH OF P4 Air V f7 Alan G. Franklin I.ic. No. 35326 aj o w c ssl O G~NAL LTH OF Pj cr Steven W. Edwards r Cent No. 0931 U c9 PE A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 , REVISIONS: 1. 08- 29-08, ACSA COMMENTS II2. 10- 24 -08, ACSA /COLTNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 a V CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434- 295 -2103 O w o , a d W p,LTH OF P4 Air V f7 Alan G. Franklin I.ic. No. 35326 aj o w c ssl O G~NAL LTH OF Pj cr Steven W. Edwards r Cent No. 0931 U c9 PE A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 , REVISIONS: 1. 08- 29-08, ACSA COMMENTS II2. 10- 24 -08, ACSA /COLTNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 a V 560 560 O 550T 550 O r 540 w 540 Z J U 530Q 530 520 520 510 510 16 +40 16 +80 17 +20 17 +60 18 +00 WATERLINE 'E' - STA. 16 +20 TO END SCALE. H. 1"=20' V. 1"=10 NOTES: 1. ALL 8" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE. 2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING. 540 - - 540 530 530 S20 520 J J J J J J J J J J J J 510 510 500 500 10 +00 11 +00 12 +00 13 + WATERLINE T' SCALE: 1"=20'H; 1 " =10' V v -- - -- r -- i -- - - -1- 47THE MINI UM VERT AL EPARATION B ETWEEN STO M PIPES AND ATERMAIN IS 12 ". I I I 5. THE MINI UM VERTICAL SEPARATION B ETWEEN SANI ARY SEWER ND WATERLiN IS 18 ". EXISTING ! GRADE I PROPOSED 6. 3' MINIMU COVER REQUIRED OVER C OF IPE.GRADE - -- - - -- - -- – — – -- - i--- - - - - -- - 8 CLA S 52 DUCTI IRON PIPE FILL REQUIRED AT 95% COMPACTION I 1 MINIMUM S PARATION – - - - II 18" MINIMU I SEPARATIO i 1 TYP. i QQ Q J Q i Q Q Q QJ Q Q W W- g wIt- - ? W f - W w w W w- w w w w w wg ? 1 - 5 I g v g v g 0 g g v g g g g 0 0 g g C.) 0 I W W W I ° W W w W W W W W W - -- W W J z w Nw w co w w w wm mw> w m cow w m N °- m m m LL m Ur_ fn m to fns °mom° m O oc m 0 m x m co Z w 0' w W W W Z WZ W W W W W W a: W Z I" Z Z — Z t2 Z W Z F' W Z Z w ¢ a ¢ a ¢ aamaam a ¢ ¢ Q ¢ a ¢ a a ¢ a0 ° C<0 o m a 3 co N W) ANIme , N J i I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 o moo DO Z W a CIO Z w TH OF Dj r Alan G. Franklin a 7y liG No. 35326 W VIA w asS jo NA r tiTH OF j Steven W. Edwards r Cert. No. 0931 U A4G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA; COL':rTY /VDOT COMMENTS AN rights reserved. No part of the material protected M this copyright (Plana, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET t T, OF 62 I I I I N 0 Z o O NN Z 550 o N 0p ANIme , N J i I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 o moo DO Z W a CIO Z w TH OF Dj r Alan G. Franklin a 7y liG No. 35326 W VIA w asS jo NA r tiTH OF j Steven W. Edwards r Cert. No. 0931 U A4G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA; COL':rTY /VDOT COMMENTS AN rights reserved. No part of the material protected M this copyright (Plana, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET t T, OF 62 I I I I N 0 Z o O NN Z 5 50 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 - 295 -2103 o moo DO Z W a CIO Z w TH OF Dj r Alan G. Franklin a 7y liG No. 35326 W VIA w asS jo NA r tiTH OF j Steven W. Edwards r Cert. No. 0931 U A4G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA; COL':rTY /VDOT COMMENTS AN rights reserved. No part of the material protected M this copyright (Plana, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET t T, OF 62 TH OF Dj r Alan G. Franklin a 7y liG No. 35326 W VIA w asS jo NA r tiTH OF j Steven W. Edwards r Cert. No. 0931 U A4G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007-00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA; COL':rTY /VDOT COMMENTS AN rights reserved. No part of the material protected M this copyright (Plana, ideas, designs, sections or details expressed on these Plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET t T, OF 62 5601 5501 5401 5301 5201 a 570'. 560 550 540 I I 560 550 530 520 570 4•E 550 540 530 17 +00 18 +UU LVTVV IIVV SANITARY SEWER 'B' (STA. 16 +60 TO END' 1 1 V 16 +00 ME y• 570 Me 550 540 M* 550 540 530 520 NOTES: S -ZB6 TA 15 +72.92 1. ALL PVC SANITARY MAINS TO BE SDR 35 PVC. SS_ZE15 ANHOLE STAT7 5 +24.29 IM 551.94 4 2. ALL D P SANITARY M INS TO BE CLIkSS 51 DIP. RIM 0.75 I I V. OUT 540. INV. 1 539.95 (SS -B)' INV. I 539.95 (SS-G) 1 THE h INIMUM VERTICAL SEPARATION FROM STO M DRAIN LINE 12 INV.UT 539.75 4. THE N INIMUM VERTICAL SEPARATION FROM WAT RUNE 18 ". SS -ZA4 STA 14 +34.8 5. MAIN AIN T MINIMU COVER.I SS 4A2 MANHOLE MA4HOLE SS -ZA3 RIM 539.00 SS.ZAI ST 12 +48.55 MANHOLE INV. IN 533.6 (SS -C) RI 538.00 STA 13+3T43 INV IN 1 6;q ON EX. 8" S.S. IN . IN 532.30 (SS B) RIM 538.00 INV. OUT 532.48 (SS -A) SS -EX1 ST 11 +69.63 IN \k IN 532.30 (SS ) INV. IN 532.97 IN OUT 532.10 ( S -A) EXISTI G GRADE INV. OUT 5 2.77 EX. MA HOLE RI . 533.00 PROPO ED GRADE STA 10 00.00 I IN 530.00 RIM 521,49 INV OUT 529.30 (EX 8 ") INV. IN 26.79 _ - - -- - - - - -- -- - - - - - -- - 6,69 -w pVCLFOf 93.42 LF TF 8" PVC @ 0. 5% 84.8 LF 8" PVC 0.55% U FOF8 DIP@2. C74 .9 rr - - te r._ rrr rrrrr •- -' - - -- ---- - -- rrr - -- _ 8' R 5 P VC-/ SU PORT PIERS . IT PACING ON ENTER) - - W FO AERIAL CRO SING, } > >- SE E DETAIL, SHEET 62 co -- - - - -- - -. -- - -- 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 3ANITARY SEWER 'A' (STA. 10 +00 - 16 +60) SCALE: 1"=20'H; 1"=IO' V NOTES: 1. ALL PVC SANITARY MAINS TO BE SDR 35 PVC. 2. ALL DIPS NITARY MAIN TO BE CLASS 51 DIP. SS -ZA8 19+ MANHOLEMAN I z z 4. THE MINIMUM VERTICAL SEPARATION ROM WATERLINE 18 ".RIM uzz 5. MAINTAIN X MINIMUM COVER.INV. IN 5 1.20 j 16 +00 INV. OUT 551. 00 STING GRADE ZA7 GRADE S A 18 +30.60 7PROPOSED NHOLE M 556.63 2" MINIMUM I IN 549.53 EPARATION IPIV.OUT 549.33 P • 18" MINIMUM SEPARATION FILL REQUIRED T TYP 18" MINIMUM 9 % COMPACTION 'SEPAPJkTION 274.54 LF OF 8" PVC @ 1.05% TYP. I I 85. LF OF 8" DIP 112% _ w O MINIMUM!12" MINIMUM SEPARATIO J I J J J J J _ J rJ J J J J J J J TYP. 4 a 9 ¢ aq o Q7QWW Z W W H ? H HH ? H H H H H V H ZU ( U W W U W U U H ~ F-U z FJJ _ J J J _ I- H I- { m I _ - - - -- - - - - -- -- - --EL W W -' W - W - W W -- - - - - -- Q - w } -- } W } W , -Z } i } } } - 0 - ? ?- W Cl) CO 0-' fY g tL' ' tY F- In t- 1- f-- to C > W a ¢ ¢ I Q ¢ ¢ ¢ a a ¢ ¢ ¢ a a g gW W¢ a a Wa W !_ (- I- !- I- F-zziWigWF- W F- W W Z z ° a Iz a a a a a aa~O z - Z z F - z I - z ¢ a a s a s iQ ¢ a cozzI-- rn z z z I aaa a¢ a ¢ a a¢ ¢ a 3 to I cn _ cn _ t» to cn I U) U) Co cn n vi x ai 3 3 co to CO) to 3 c c _ cn cn - Uj r T V r !- _- - - ____ - -. -_- _ - - = 0D VL d r r _ 17 +00 18 +00 - - -- - 19 +00 20 +00 21 +00 224 3ANITARY SEWER_ 'A' (STA. 16 +60 TO END) CALE: 1"=20'H; 1 " =10' V NOT tES: 1. AL L PVC SANITAI tY MAINS TO BE SDR 35 PVC. 2. AL L DIP SANITARY MAINS TO BE CLASS 51 DIP. I 3. E MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE 12 ". - E - KINUMUM V TICAL A TI N FROM TER E 18 ". { -I4. T TA 1 4A14 +10.22II5. MAINTAIN I I3' MINIMUM COVER. AN HOLEII SS ZB3 IM 542.50 SS - 2 EXIS TING GRADE wST12 +88.88 I IN 535.80 SS-ZA2 SS- 1 ! ST 11 +88.88 PR POSED GRAD i HOLE STA 10+ 00 ST 10 +88.88 _ -- MANHOLE MA HOLE I RIM 538.00 538.00 IN . IN 534.43 i IRIM538.0 RIM 538.00 INV. IN 533.70 INV. IN 2.30 (SS -A) INV IN 532.97 ! INV OUT 533.50 I OUT 534.23 - - 111" MINIMUM -- INV. IN 2.30 (SS -B) INV OUT 532.77 - - -- -- - - - - -- - - - -- -- -- _S PARATION INV. OU 532.10 I - - - - - - _ - _ o f - 110.0 17.34 LF OF 8" DIP 1.00% I6.00 LF OF 8" VC @ 0.55 °k 96.00 LF O 8" PVC 0.5 84.8 LF OF 8" PVC 0.55% 8" CLASS 51 i DU CTILE IRO PIPE 12" MINIMU SEPARATI N ITYP.I I I J Q 9 g 1 9 W WU ~ Z ~ LU Cr C2 a a a a ¢ W W z I- Q z ¢ < < I 3 c 11 + 00 12 +00 13 +00 14 +00 15 +00 10 +00 SANITARY SEWER 'B' (STA. 10 +00 - 16 +60) SCALE: 1"=20'H; 1 " =10' V SS -ZB9 T I i i i i I i i i SS -ZB8 I I STA 21 +87.6 NOTES: SS -ZB STA 9 MANHO 1. ALL PV SANITARY MAINS TO BE SD STA 1 63.73 MANHHOLEOLE35PVC. RIM 567.56 EXISTING GRADE 2. ALL DI SANITARY MAINS TO BE CLASS 51 DIP. MANN LE RIM 564 INV. OUT 55E.5600 PROPOSE GRADE 3. THE MI IMUM VERTIC L SEPARATION FROM STORM DRAIN LINE 1 ". - - RIM 563.65 _ - - INV. IN 552.35 INV. OUT 553 00 4. THE MI IMUM VERTIC SEPARATIO FROM WATERLINE 18 INV. Ot IT 552.15 5. MAINTAIN T MINIMUM OVER. - - - - - - 18" MINIMUM 6EP-ARATIO -- TYP. - - - -- J . EPARAT ON 167.68 LF OF "PVC 3.20 r - r TYP 12" MINI UM 48.25 F OF 8" D P 1. 5 o SEPARATION TYP. 6.80LFOF8" IP @2.85% N fV J J J J J J 99 99Q 9 99 J 9 w W J J J LU J J W i J J W J t H H H H H H I F H z Q V W 9W9 F-F H H H H U H 1-H V 21 H I I t H H H F lY tr fY ll' Z t W lY a w r W U)Q' W G a s a s a¢F- a¢ F-H a H s H a F_- s F_- a H- s F- a H a F- tY W a F-t-H MWW H W z Z z z z F- z F- z F- z Z z z Z Z Z a Z Z Z Z a Z co Z z c Z t Z c Z Z ai c N a ca N fa a N fn In fn fn to t in by v c c it c t Y v 10 io it et t st a v t d st 17 +00 18 +UU LVTVV IIVV SANITARY SEWER 'B' (STA. 16 +60 TO END' 1 1 V 16 +00 ME y• 570 Me 550 540 M* 550 540 530 520 570 560 550 540 530 560 550 530 MOB 04101 W CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -4005 FAX 434- 295 -2103 a U1OW u H ( O z + W o z w Z,TH 0p Pr Alan G. Franklin I.ic. No. 35326 W O mow, l O NAL ayTH OF Steven W. Edwards r Cem No. 0931 U s ' E A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright ( plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 S -ZB6 TA 15 +72.92 SS_ZE15 ANHOLE STAT7 5 +24.29 IM 551.94 4 RIM 0.75 I I V. OUT 540. INV. 1 539.95 (SS -B)' INV. I 539.95 (SS-G) INV.UT 539.75 386 IJF 2.85% 44.64 F OF 8" DIP i 22 I z z z z z uzz j 16 +00 570 560 550 540 530 560 550 530 MOB 04101 W CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -4005 FAX 434- 295 -2103 a U1OW u H ( O z + W o z w Z,TH 0p Pr Alan G. Franklin I.ic. No. 35326 W O mow, l O NAL ayTH OF Steven W. Edwards r Cem No. 0931 U s ' E A R G ti SCALE: AS SHOWN ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS All rights reserved. No part of the material protected by this copyright ( plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 570 570 R 555.70 560 560 550 550 540 540 530 530 10 +00 11 +00 12 +00 13 +00 14 +00 SANITARY SEWER 'C' SCALE: 1"=20'H; 1 " =10' V 550 550 540 540 530 530 520 520 LLI 510 510 IV lid 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 SANITARY SEWER U (STA. 10+00 ®15 +60) SCALE: 1"=20'H; 1"=IO' V 560 0 550 0 540 0 530 0 520 0 16 +00 17 +00 18 +00 SANITARY SEWER 'D' (STA. 15 +60 TO END) SCALE: 1"=20'H; 1"=IO' V 560 550 550 540540 530 530 520 520 10 +00 11 +00 SANITARY SEWER 'E' SCALE: 1"=20'H; 1"=IO' V NOTES: - - -- - -- - - - - -- -- - - - --bal 1. ALL PVC S ANITARY MAI TO BE SDR 5 PVC. SS -ZC2 2. ALL DIPSS MAIN TO BE CLAS 51 DIP. EXISTING GRADE STA 14 +08.8 3. THE MINI VERTICA SEPARATION ROM STORM RAIN LINE 12" PROPOS D GRADE MANHOLE S -ZC1 4. THE MINI VERTICA SEPARATION ROM WATERL NE 18 ". RIM 561.94 0+85 5. MAINTAIN 3' MINIMUM COVER. - -- - - i D OP MANHOLE - _--- - -,_ -- ..._ - -- `- -- I NV. N 545.90 I V . IN 542.10 (D OP) SS-ZA4 1 .OUT 541.90 MANHO RIM 53900 INV. IN 33.68 (SS -C) INV. IN 33.68 (SS -A) 316.66 F OF 8" DIP .22 INV. OU 533.48 12" INIM SE AR1fiTION TY . 9 7% g415L J QJ _j _j J J qJ - J qJ qJ J QJ J J J J qJ qJ J Z F- F- I- 1 !7c 13: a s a s a s a a a Q a Q a¢ a a s a s a s ZZ ZZ ZZ Z Z ZZ ZZ ZZ Z ZZ ZZ ZZ v, a s a s a s a a a s a s a s Cl) NOTES: I NOTES: 1. ALL PVC SA I OBE SDR 35 VVC. 2. ALL DIP SA IITARY MAINS OOBE CLASS 5 D i 1. ALL PVC S ANITARY 2. ALL DIPS S 3. THE MINI MAI MAIN VERTICAL TO BE SDR 3 TO BE CLASS SEPARATION FROM PVC. 51 DIP. STORM I RAIN LINE 12 ".' S -ZD8 TA 17 +31.48 HOLE I 1. ALL PVC SANITARY MAIN TO BE SDR 35 PVC. SS -ZD 5. MAINTAIN 3' I MINIMUM C ER.NV. IN 539.83 NV. OUT 539.6 I PROPOSED GRADE SS -Z STA 1 75.40 93 SS -Z STA 15+6.84 2. ALL DIP SA ITARY MAINS OBE CLASS 1 DIP. MANN LE MANH MANHO RIM 54 43 ! 3. THE MINIM M VERTICAL EPARATION FROM STORM D IN LINE 12 ". RIM INV.O 7.27 541.27 INV. IN SS -ZD5 RIM 539.5 5. MAINTAIN MINIMUM CO INV. O T 529.43 SS -ZD S A 12 +26.16 MANH LE 69 INV. OU 527.75 STA 11 61.62 M NHOLE RIM 5 33 1 03% PROPOSED GRADE MANH LE R M 533.00 INV. IN 22.53 45.55 LF OF 8 DIP 6.87 ° k RIM 53 00 I V. IN 521.20 INV. O T 522.33 REQUIRED AT 95%COMPACTION INV. IN 20:20 I OUT 521.00 1---53 J i S -ZD2 J J j J J SS -EX D ArptCol -1 -22)STA 10 +5 70 52 8" MINIMUMSTA10+ MANHO 0.00 MANHOL N 12" MINIMU EPARATION RIM 521.5 RIM 521.0 SEPARATI P INV. IN 51 25 INV. OUT 17.05 18" MINIMUM --TYP. SEPARATION 194.15 LF O 8" PVC 2.6 TYP. 88.5 LF OF PVC 1.28° OF 8" DIP 1.31.32% 55.1 LFOF8 "DIP 1.80% J J J J J J J J Q J J J J J J J J J J J J JTat Z w V H W a U W ,J H H H H t-I-H I-F-F-H I•- IELIt-F- I-FO H• r 0 Z Z P IERS (APPROAPPRO a al a a a a a a Q a a a a s a a I a a a17SPACINONCENTERH tY NOTES: I NOTES: 1. ALL PVC SA I OBE SDR 35 V VC. 2. ALL DIP SA I ITARY MAINS O OBE CLASS 5 D i 1. ALL PVC S ANITARY 2. ALL DIPS S 3. THE MINI MAI MAIN VERTICAL TO BE SDR 3 TO BE CLASS SEPARATION FROM PVC. 51 DIP. STORM I RAIN LINE 12 ".' S -ZD8 TA 17 +31.48 HOLE I 1. ALL PVC SANITARY MAIN TO BE SDR 35 PVC. SS -ZD 5. MAINTAIN 3' I MINIMUM C ER.NV. IN 539.83 NV. OUT 539.6 I PROPOSED GRADE SS -Z STA 1 75.40 93 SS -Z STA 15+6.84 2. ALL DIP SA ITARY MAINS OBE CLASS 1 DIP. MANN LE MANH MANHO RIM 54 43 ! 3. THE MINIM M VERTICAL EPARATION FROM STORM D IN LINE 12 ". RIM INV.O 7.27 541.27 INV. IN SS -ZD5 RIM 539.5 5. MAINTAIN MINIMUM CO INV. O T 529.43 SS -ZD S A 12 +26.16 MANH LE 69 INV. OU 527.75 STA 11 61.62 M NHOLE RIM 5 33 1 03% PROPOSED GRADE MANH LE R M 533.00 INV. IN 22.53 45.55 LF OF 8 DIP 6.87 ° k RIM 53 00 I V. IN 521.20 INV. O T 522.33 REQUIRED AT 95%COMPACTION INV. IN 20:20 I OUT 521.00 1---53 J i S -ZD2 J J j J J SS -EX D ArptCol -1 -22)STA 10 +5 70 52 8" MINIMUMSTA10+ MANHO 0.00 MANHOL N 12" MINIMU EPARATION RIM 521.5 RIM 521.0 SEPARATI P INV. IN 51 25 INV. OUT 17.05 18" MINIMUM --TYP. SEPARATION 194.15 LF O 8" PVC 2.6 TYP. 88.5 LF OF PVC 1.28° OF 8" DIP 1.31.32% 55.1 LFOF8 "DIP 1.80% J J J J J J J J Q J J J J J J J J J J J J JTat Z w V H W a U W ,J H H H H t-I-H I-F-F-H I•- IELIt-F- I-FO H• r 0 Z Z SUPPORT P IERS (APPROAPPRO a al a a a a a a Q a a a a s a a I a a a17SPACINONCENTERH tY w f -w w H I.w H i.-i.-I.-f-t_i.-i.- FOR AERI CROSSING,Z O F Z Z Z Z F"Z Z Z Z 9 Z Z Z Z a Z Z O Z SEE DETAI SHEET a Q a a a a a a a a cn a 62 cn I I NOTES: 1. ALL PVC SA I OBE SDR 35 VVC. 2. ALL DIP SA IITARY MAINS OOBE CLASS 5 D i 1. ALL PVC S ANITARY 2. ALL DIPSS 3. THE MINI MAI MAIN VERTICAL TO BE SDR 3 TO BE CLASS SEPARATION FROM PVC. 51 DIP. STORM I RAIN LINE 12 ".' S -ZD8 TA 17 +31.48 HOLE I I SS -ZD 5. MAINTAIN 3' I MINIMUM C ER.NV. IN 539.83 NV. OUT 539.6 I PROPOSED GRADE SS -Z STA 1 75.40 93 MANN LE MANH RIM 54 43 ! RIM INV.O 7.27 541.27 INV. IN 529.63 (SS 55 INV. O T 529.43 i 13 LFOF8 "D 1 03% 45.55 LF OF 8 DIP 6.87 ° k FILL REQUIRED AT 95%COMPACTION 1---53 J i J J J j J J 52 N 560 4. THE MINIMU VERTICALSS FR :) M WATERLIN 18 ". 5. MAINTAIN 3' MINIMUM COVE-R.R. SS -ZD7 STA 10+ 0.00 S -ZE1 RIM 541.3 EXIST( GRADE ANHOLE INV. IN 5 9.63 (SS -D) PROPOSED GRADE IM 536.32 INV. IN 5 9.63 INV. OUT 530.32 INV. OU 529.43 9 .55 LF OF 8" P C 0.70 °k Z CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434- 295 -2103 O 6TA Ir o WWc A a z w OF DI U Alan G. Franklin Dc. No. 35326 ,w O W ssl0 N A I, TH OF I G' c ry Steven W. Edwards r Cert No. 0931 U P E A R G ti SCALE: AS SHOWN ISSUED: 0 5m27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSAICOL'NTYIVDOT COMMENTS All rights reserved. No part of the material protected by this copyright (rans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 NOTES: 1. ALL PVC SA IITARY MAINS OOBE SDR 35 VVC. 2. ALL DIP SA I ITARY MAINS O OBE CLASS 5 DDIP. 3. THE MINIMU VVERTICALSS FFR MM STORM D IN LINE 12 ". CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 -295 -4005 FAX 434- 295 -2103 O 6TA Ir o WWc A a z w OF DI U Alan G. Franklin Dc. No. 35326 ,w O W ssl0 N A I, TH OF I G' c ry Steven W. Edwards r Cert No. 0931 U P E A R G ti SCALE: AS SHOWN ISSUED: 0 5m27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSAICOL'NTYIVDOT COMMENTS All rights reserved. No part of the material protected by this copyright (rans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SHEET OF 62 TERRA CONCEPTS, P.C. 45° FIG. W-3 FIG. W-5 TD-17 FIG. W-6 M L TD-14 HYDRANT MUST BE FIG. - TD-14 TD -18 W4 TD -19 2 KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- NOTES: 1 7 MUELLER CENTURION (A -423) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND 1" COMPRESSION x 3/4" MALE PIPE COUPLING CIVIL ENGINEERS 45° OR APPROVED EQUAL THE LOCAL STANDARD. I KEEP FREE OF CONCRETE. OR APPROVED EQUAL LANDSCAPE ARCHITECTS M' MAX PLACE 5' GALV. " WITNESS" POST PAINTED LENGTH OF BRANCH VARIES 2. MAINTAIN A Y MIN. COVER FROM THE MAIN TO BLUE TO INDICATE VALVE LOCATION AS 6' MIN 2' TO 10' THE FIRE HYDRANT ( INCLUDING DITCHES) p DIRECTED. MARKER LOCATION MAY BE SUBJECT ( 270 224 COURT SQUARE I O 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE CHARLOTTESVILLE VIRGINIA 22902 Cu. Fr: 18" a I o PLUG I TO HIGHWAY DEPARTMENT APPROVAL. VALVE BO FIRE HYDRANT AND VALVE BOX. 1 "TYPE "K" o Up PH. 434 - 295 -4005 FAX 434 -295 -2103a a I J GRAVEL 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR SOFT COPPER I I BEHIND THE DITCH. IT IS NOT ALLOWED IN THE 2 ` FINISHED GRADE DITCH. FOR USE ON ATTACHED SINGLE FAMILY I 6" GATE 5 I INSTALLED A 1 "x1 "x1" TEE T 36 "MIN op . LOCATIONS WHERE WEEP HOL SAREABOVE RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES.VALVE 1 1 e 8"6" THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP 2500 P.S.I. CONCRETE HOLES SHALL BE PLUGGED AND THE HYDRANTo ^;r ° A. SHALL BE PUMPED DRY. FOR ALL BENDS FOR TEE OR WYE FITTINGS BASE AND THRUST N V ':' ° T BLOCK AGAtNST ' WIDEN TRENCH TO I i ADJUSTABLE VALVE BOX W/ LID UNDISTURBED STABLE NTE: NO SWEATED ACCOMMODATE I BINGHAM & TAYLOR FIG. NO. 4905 SOIL' STEEL PILE F LINGS ANCHOR IF U (SCREW TYPE) OR APPROVED EQUAL 3/4" THREADED RODS TO 45 45 Z WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. DUAL SERVICE MIN REQUIRED. MIN A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED V COMPRESSION x 3/4" MALE PIPE COUPLING THREADED RODS IN ADDITION TO POURING OR APPROVED EQUALBEDDINGASNJCONCRETE. IF NECESSARY, A STEEL PILE REQUIRED I p SHALL BE USED AS ADDITIONAL SUPPORT 1" TYPE "K" SOFT COPPERCD 45 PLUG TYPICAL FIRE HYDRANT ASSEMBLY I O IN 450 61 DETAIL MIN _ _ _ _ N .T.S. TS FOR USE ON DETACHED SINGLE RESIDENTIAL SERVICE WHERE AN AMILY T T M.J. GATE VALVE IRRIGATION METER IS NOT PROVIDED. SINGLE SER' rE SECTION 1 -1 NOTE: SECTION 2 -2 _ _ _ _ _ FIG. w - 7 COVER LIFT NOTCH 1) SADDLES SHALL BE USED ON PVC PIPt TD -20 14 1/2" CAST IRON LID Nk PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. COPPERSETTER (PLACED ON STONE) 121/2" 12 3/8" C) SIZE OF (FEET) CU.YD. (FEET) CU.YD. III- ;1III11,;,111 „ II , FINISHED GRADE BEND L H T L H T 11,;,111;;,111,;;111; =111 1/4 BEND COUPLING (IF REQUIRED) LOCKVVING II I I III 1= BROOKS 2200 SERIES BOX NTH WATER LINE MUELLER N0. H -15069 (1' I 1 111 - EXTENSION OR APPROVED EQUAL 90 2.50 2.50 3.01 0.24 rWATERBALLVALVEINUNPAVEDAREAS 4" & 6" 45 2.00 2.25 2.60 0.15 2,00 2.25 2.50 0.15 + p 14 I NO. H -15068 (11/2'.2 (INLET & 221/2 1.50 2.00 2.52 0.10 - III. ll/1, FORD NO. L02-44 (11 OUTLE 111/4 1.50 2.00 2.50 0.10 CAST IRON LID 1 1 NO. L02.86 (1 1/2') ( - I 1-4I1 1 METER BOX NO. L02 -77 (r) ? III I I McDONALD 20 -209 WWDD 33 OR 2500 P.S.I. NOTES: 8„ 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 CONCRETE 2' x 2' BEARING AREA ( ) ! = 1 I 11= j1 I APPROVED EQUAL 1 1. UNPAVED AREAS PREFERRED LOCATION): PLASTIC a - THRUST BLOCK a BROOKS 2200 SERIES WITH 6 EXTENSION OR APPROVED r 1 der ° Y METERr EQUAL. ° 4" o ONE ° ° 2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON BEDDING BRICK AS 1 04BINGHAMANDTAYLORNO. 6015 -B OR APPROVED EQUAL. 22112 2.33 2.58 2.86 0.24 CORPORATION STOP (1 ", 1 1!2 ",7' NECESSARY ®Z USE 6" OF BRICK AND /OR BLOCK TO INCREASE DEPTH TO MUELLER CORPORATION STOP FORD NO. a 24 F-600, OR APPROVED EQUAL 6" EXTENSION 3. FOR TOUCH READ METERS A 1-3/4 DIAMETER HOLE IS W (., 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES 6 REQUIRED IN THE LID. SIZE, DEAD ENDS AND AT VALVES. w O2. USE 2500 P.S.I. CONCRETE. BROOKS 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 2200 SERIES U 4. THE CONSULTING VERIFYING NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. PIPE SLOT G ENGINEER SHALL BE RESPONSIBLE FOR V R YING THE TYPE & SIZE OF (2 PLACES) WALLTHRUSTBLOCKS. ' 99TYPICALMETERBOXES (5/8 -1 METERS) T AL SERV ICE LATERAL INSTALLATIONK' A CONCRETE THRUST BLOCKS B TYPICAL GATE VALVE D E YPIC U -01061SECTIONU-002 61 DETAIL U -003 61 DETAIL U -018 61 SECTION N.T.S. N.T.S. N.T.S. N.T.S. FIG. W-2 FIG. W-713 TDA 3 TD -22 TOP VIEW Q; GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL G SIZE BRANCH AND VARIES VALVE BOX a VALVE THE SAME AS WATER MAIN 6" MINIMUM 4' MINIMUM 47 M.J. PLUG 24 "MIN INITIAL BACKFILL 24 "MIN 4 4 8" 8" 8" 8"VARIES MI MI Iy, MI MI 6" BEDDING 4" MINIMUM 4 O \ ` • Z e r / #68 STONE d .© STABLE SOIL ROCK "MIN. L 17.5" I, 6" MIN. p0 OF D WATER MAIN ROD VALVE r r SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 4 ° TO TEE (COAT RODS WITH BITUMINOUS PAINT) r STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ° v V 7 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 4 Alan G. Franklin 68 STONE. °4 ON-LINE , IaG No. 35326 wa ( TYPE „B „) o w 60" ti FOUNDATION IN POOR SOIL UNDER -CUT CONDITION L a a a SIDE VIEW VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or INITIAL BACKFILL 24 "MIN ° - - - " - 3' MINIMUM Cl BRASS NIPPLE AND CAP 24 "MIN IT - - - - - LUBRICATE ALL THREADSUNSTABLE8" 8" 8" 8" a ao SOIL MI MI MI - - - - - .. a THRUST BLOCK 68 STONE - - I ° METER BOX (SEE FIG. W- 7)1,TH OF vj 68 ONE VALVE BOX L NO. 57 STONEv " - CERTIFICATION OF 95%STABLE SOIL OR ROCK STABLE SOIL OR ROCK ? WINGNUT LOCKING ASSEMBLY COMPACTION REQUIRED °Steven W. Edwards I I I M.J. FITTING 2" PIPE SLOPED t" Cert No. 0931 U4IF NOTE: GALVANIZED STEEL BEAM _ TO DRAINNZ4 .. a GRADE ALLOWS d 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. W12 X 14 (MIN. SIZE)2" GALV. OR BRASS4 - VARIES VARIES C9 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED LBYPASS 4 PIPE P E AR ABOVE THE INITIAL BACKFILL.3' MIN. PENETRATION INTO UNDISTURBED 450 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN W LIFTS. NOTES: SOIL, OR AS APPROVED BY THE a 2" THREADED TAP 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. SERVICE AUTHORITY. PLUG IN THE TRENCH. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 ". _ 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". i - I IJ I -I I - DEAD END SCALE: N.T.S. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED ( WATER PROOFING COMPOUND. TYPE "A" ISSUED: 05 -27 -08 III- I III -III II1-11 DRAWN BY: MOS SDP: 2007 -00065 DUCTILE IRON WATER TYPICAL METER VAULT (1 METER " 'G. u8 REVISIONS: PIPE INSTALLATION & BEDDING G ) H TYPICAL THRUST BLOCK IN FILL AREA I BLOW -OFF ASSEMBLY TD-16 1. 08- 29- 08,ACSA COMMENTS 2. 10- 24 -08, ACSA /COUN- 'Y /VDOT fjl DETAIL 61 DETAIL U -017 61 DETAIL U-032 61 TYPICAL U -014 COMMENTS N.T.S. N.T.S. N.T.S. q ROADWAY F NOTES: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, g c ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, = W WHICHEVER IS GREATER. PAVEMENT _ 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON An rights reserved. No part of th material p rotected by thisENDSEALGASKET, AS MANUFACTURED BY ADVANCE PRODUCT copyright (plans, ideas, designs, sections or details SYSTEMS, INC., IN LIEU OF CONCRETE FILL. _ _III-expressed on these plans) may be reproduced, changed 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. __ COATED STEEL BAND OR STAINLESS Z or utilized in any form or by any means, electronic or STEEL CASING INSULATORS AS other means of retrieval system without written permission Z 0.25" MIN. THICKNESS MANUFACTURED BY ADVANCE PRODUCT 12" CONCRETE FILL mechanical inducting p Co cep scanNn or a STEEL CASING SYSTEMS, INC., MODEL SS1, S1; OR BY CASCADE MODEL #CCS -905, OR "' BOTH ENDS Also from T Concepts, P.C. these plans may not be assigned to a third party M APPROVED EQUAL. without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. 2-0 TOR 8 7 OR 8 2'-0" I . 2' -0" SHEET`` 5131LLLLL ZDUCTILE IRON PIPE Iq PUSH ON JOINTS) I 18' OR 20' JOINT OF D.I. WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS 61 DETAIL N.T OF 62 0 90 3.66 3.16 3.21 0.48 OR APPROVED EQUAL 45 2.66 2.86 2.77 0.26 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0.4310" & 12" 3.83 4.00 2.83 0.52 111/4 1 2.33 2.84 0.18 f FIG. S -I -A TD -1 FRAME & COVER SEE FIG. S- I -D,E) SLOPED AREA --- STREET SURFACE OR NON -PAVED AREA 11' -0" MAX NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SLOPED AREA — 4 r FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA 2 1 - 011 "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE § KTIONS WITH "0" RING SEALS OR APPROVED EQUAL Z o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50)50 ' BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH 16 11 MAX SELF- COMPACTING STONE. a 511 ° MINIMUM ELEVATION DIFFERENCE W 12 "MIN 12 "MIN ACROSS M. H. FROM INLET TO Q OUTLET SHALL BE 0.20 FEET e a A FILLETED INVERT FOR A SMOOTH a o ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. a 0 314 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. F TYPICAL MANHOLE WITH DROP CONNECTION 62 SECTION N.T.S. INLET FIG. S -1 -B TD -2 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN c i BRANCH 12" D 211 I i NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " FLEXIBLE CONNECTION INSTALLED WITH STAINLESS STEEL BAND OUTLET B TYP. MANHOLE PLAN SHOWING BRANCH TIE -IN 62 DETAIL - PLAN VIEW U N.T.S. NOTES: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT - OF -WAY SHALL BE BACKFILLEDrREMA,N,NG BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. TAIN ROCK MATERIAL 36 "MIN THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE ON BOTTOM OF THE TRENCH SHALL 24 "MIN BE SCRAPED AND COMPACTED, INTIAL BACKFILL* AND ALL STONES REMOVED OR 8 "MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE EMBEDMENT " THOROUGHLY COMPACTED SHALL BE PROVIDED, SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE — MINIMUM 6" BEDDING OF NO. 68 BEDDING 6" MAX STONE. 4" MIN iimim FOUNDATION ( SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALLPIPE) TYPICAL SEWER PIPE INSTALLATION C IN TRENCH fj2 SECTION U-01 N.T.S. PROFILE FIG. S-4 TD-8 SPACING SPACING SPACING Z D.I. PIPE Ci z ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH I MANHOLE. Z DITCH 6" MIN. \_ LINE i 24" ARIES e2500 . PIPE ' 6 » GRADE SPACING 20% TO 35% NOT OVER 36'4 . 12" PSI CONCRETE 35% TO 50% NOT OVER 24' ° 50% OR GREATER NOT OVER 16' PLAN I TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES OF 20% AND GREATER 62 PLAN, PROFILE U-02 N.T.S. EXISTING MECHANICAL EXISTING i GRADE 1' -0 PIPE JOINT Xi MECHANICAL D D 01 PIPE JOINT 2" CL. 8" GRIFFIN ZO' LONG SPAN D.I.P. 2" CL. o ID Ilk D' 2 p' 3'D p D ° n , 00 y Lll 611 D D Dp I° 21 - 011 PIER SPACING APPROX. 17' O.C. H S.S. AERIAL CROSSING - PIER /ANCHOR SPACING 62 DETAIL D -003 N.T.S. FIG. S -2 TD-6 NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE ", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 2' MIN SALT —/ TREATED 2x4 FINISHED GROUND MARKER R I i I PLUG END OF MAIN LINE SERVICE LATERAL 45° SECTION I I IN LINE WYE -TEE PLAN R VARIES f _ D SEWER SERVICE LATERAL CONNECTION 62 DETAIL U-011 N.T.S. 3" 3" 211 I c 811 2G A o D D a DETAIL OF PIPE STRAP AND ANCHOR BOLTS 8" GRIFFIN LONG SPAN D.I. PIPE PIPE STRAP 2111 SEE DETAIL) O 'b 3 TIES H = VARIES 6 - #4 BARS ° @ 1' O.C. 2" CL. 0, L CLASS 1 RIP RAP FOR 2" CL. SCOUR PROTECTION I l D p WF AT BASE OF PIER, TYP. 2' M M 4 611 T MIN. C' D ° D 4 - #5 DOWELS D o D 3 0,8 D ° D 41 -0" 24 FRONT DETAIL OF PIPE PIER S.S. AERIAL CROSSING - PIPE PIER /ANCHOR 2' j2 DETAIL D-003 N.T.S. 4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS O O ( RECESSED FLUSH) 1" East Jordan hm [25mm] works 00104318 2) CLOSED S P,N A iQ PICKHOLES 36mm] T O O s W (2) CORED PICKBARS 1 116" (29mm) DIA BOSS A_ _ 1 1!Y 1" te [36"x^1 26 T 1176mm1 11/2" 680mm1 38mm] 1 DIA 31/8' 24'01A IWnm] _ NEOPRENE NE GASKET^I 28 7118' DIA W. 722mm) [16rnnj [562r 36' DIA 914mm) 5 FRAME SECTION O.D. OF GASKET GROOVE SECTION E TYPICAL MANHOLE FRAME & COVER FIG S - TD -2525 62') DETAIL -U -007 N.T.S. I IDXIXD %A CONC P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a o rj*") z W z O 5 W 0A C W o Cn a z w TH OF Alan G. Franklin Lic. No. 35326 o w, 1P If 1 0NA L Z,TH OF r1P cf";it, r. Steven W. Edwards r' Cent No. 0931 U sc9 P E A R Gti SCALE: N.T.S ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET 5- -31 OF 62 p 0 2 -O WEDG -LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE 3' -0" MIN. PRECAST REINFORCED CONCRETE SECTIONS 12" MIN. 0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H.5" 4' -0" 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF 1 , CONTRIBUTING SEWER. a . 12 11 A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED.MIN. 6" BEDDING W/ NO.68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SLOPED AREA — 4 r FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA 21 - 011 "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE § KTIONS WITH "0" RING SEALS OR APPROVED EQUAL Z o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50)50 ' BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH 16 11 MAX SELF- COMPACTING STONE. a 511 ° MINIMUM ELEVATION DIFFERENCE W 12 "MIN 12 "MIN ACROSS M. H. FROM INLET TO Q OUTLET SHALL BE 0.20 FEET e a A FILLETED INVERT FOR A SMOOTH a o ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. a 0 314 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. F TYPICAL MANHOLE WITH DROP CONNECTION 62 SECTION N.T.S. INLET FIG. S -1 -B TD -2 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN c i BRANCH 12" D 211 I i NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " FLEXIBLE CONNECTION INSTALLED WITH STAINLESS STEEL BAND OUTLET B TYP. MANHOLE PLAN SHOWING BRANCH TIE -IN 62 DETAIL - PLAN VIEW U N.T.S. NOTES: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT - OF -WAY SHALL BE BACKFILLEDrREMA,N,NG BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. TAIN ROCK MATERIAL 36 "MIN THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE ON BOTTOM OF THE TRENCH SHALL 24 "MIN BE SCRAPED AND COMPACTED, INTIAL BACKFILL* AND ALL STONES REMOVED OR 8 "MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE EMBEDMENT " THOROUGHLY COMPACTED SHALL BE PROVIDED, SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE — MINIMUM 6" BEDDING OF NO. 68 BEDDING 6" MAX STONE. 4" MIN iimim FOUNDATION ( SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALLPIPE) TYPICAL SEWER PIPE INSTALLATION C IN TRENCH fj2 SECTION U-01 N.T.S. PROFILE FIG. S-4 TD-8 SPACING SPACING SPACING Z D.I. PIPE Ci z ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH I MANHOLE. Z DITCH 6" MIN. \_ LINE i 24" ARIES e2500 . PIPE ' 6 » GRADE SPACING 20% TO 35% NOT OVER 36'4 . 12" PSI CONCRETE 35% TO 50% NOT OVER 24' ° 50% OR GREATER NOT OVER 16' PLAN I TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES OF 20% AND GREATER 62 PLAN, PROFILE U-02 N.T.S. EXISTING MECHANICAL EXISTING i GRADE 1' -0 PIPE JOINT Xi MECHANICAL D D 01 PIPE JOINT 2" CL. 8" GRIFFIN ZO' LONG SPAN D.I.P. 2" CL. o ID Ilk D' 2 p' 3'D p D ° n , 00 yLll 611 D D Dp I° 21 - 011 PIER SPACING APPROX. 17' O.C. H S.S. AERIAL CROSSING - PIER /ANCHOR SPACING 62 DETAIL D -003 N.T.S. FIG. S -2 TD-6 NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE ", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 2' MIN SALT —/ TREATED 2x4 FINISHED GROUND MARKER R I i I PLUG END OF MAIN LINE SERVICE LATERAL 45° SECTION I I IN LINE WYE -TEE PLAN R VARIES f _ D SEWER SERVICE LATERAL CONNECTION 62 DETAIL U-011 N.T.S. 3" 3" 211 I c 811 2G A o D D a DETAIL OF PIPE STRAP AND ANCHOR BOLTS 8" GRIFFIN LONG SPAN D.I. PIPE PIPE STRAP 2111 SEE DETAIL) O 'b 3 TIES H = VARIES 6 - #4 BARS ° @ 1' O.C. 2" CL. 0, L CLASS 1 RIP RAP FOR 2" CL. SCOUR PROTECTION I l D p WF AT BASE OF PIER, TYP. 2' M M 4 611 T MIN. C' D ° D 4 - #5 DOWELS D o D 3 0,8 D ° D 41 -0" 24 FRONT DETAIL OF PIPE PIER S.S. AERIAL CROSSING - PIPE PIER /ANCHOR 2' j2 DETAIL D-003 N.T.S. 4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS O O ( RECESSED FLUSH) 1" East Jordan hm [25mm] works 00104318 2) CLOSED S P,N A iQ PICKHOLES 36mm] T O O s W (2) CORED PICKBARS 1 116" (29mm) DIA BOSS A_ _ 1 1!Y 1" te [36"x^1 26 T 1176mm1 11/2" 680mm1 38mm] 1 DIA 31/8' 24'01A IWnm] _ NEOPRENENE GASKET^I 28 7118' DIA W. 722mm) [16rnnj [562r 36' DIA 914mm) 5 FRAME SECTION O.D. OF GASKET GROOVE SECTION E TYPICAL MANHOLE FRAME & COVER FIG S - TD -2525 62') DETAIL -U -007 N.T.S. I IDXIXD %A CONC P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -4005 FAX 434 -295 -2103 a o rj*") z W z O 5 W 0A C W o Cn a z w TH OF Alan G. Franklin Lic. No. 35326 o w, 1P If 10NA L Z,TH OF r1P cf";it, r. Steven W. Edwards r' Cent No. 0931 U sc9 P E A R Gti SCALE: N.T.S ISSUED: 05 -27 -08 DRAWN BY: MOS SDP: 2007 -00065 REVISIONS: 1. 08- 29 -08, ACSA COMMENTS 2. 10- 24 -08, ACSA /COUNTY /VDOT COMMENTS AN rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET 5- -31 OF 62 p 0