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HomeMy WebLinkAboutSDP200600020 Plan - Approved 2008-04-25Location Scale: 1"=2000'Woodbrook Station Albemarle County, Virginia Final Site Plan February 27, 2006 Prepared For: Parkside 1 LLC 690 Berkmar Circle Charlottesville, VA 22901 Standards and S ifications 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATERCONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. Contact: George Ray P: (434)242 -527 McKEECARSON CONSULTING ENGINEERS -LANDSCAPE ARCHITECTS • LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 t: 434 - 979 -7522 f: 434 - 977 -1194 kbbreviatiII GENERAL CONSTRUCTION PROCEDURES a PROTOCOL 1. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 2. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED, AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 3. DEVIATIONS FROM, OR CHANGES TO, THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS, 5. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 6. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." 7. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE, 8. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NONEXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). 9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND /OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, ON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE UTILITY COMPANY, OWNER, AND ENGINEER, 11. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE CONTRACTOR'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION, ADEQUATE AS- BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR. 14. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, STORM DRAINAGE ITEM PLANTS, ETCJSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS 1 UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q. VDOTORREPLACEMENTSSHALLBEMADEASNECESSARYATNOCOSTTOTHE STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -Q HIGH DENSITY BENCHMARK OWNER. POLYETHYLENE (HDPE) PIPE PROPERTY / RIGHT OF WAY LINE 15. ALL TURF AREAS OUTSIDE THE LIMITS OF WORK THAT ARE IMPACTED OR SETBACK LINE DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL 2. PLACEMENT OF THE FILTERRA UNIT SHALL BE COORDINATED WITH SITE ENGINEER AND CONTOUR FILTERRA TECHNICIANS. FILTERRA WILL BE ACTIVATED BY FILTERRA TECHNICIANS. ? ? ??BE REPAIRED, REGRADED,AND RESEEDED. INDEX CONTOUR 16. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED 3 STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN BUILDING THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCORDANCE WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE FENCE ACCOMMODATED AT THE SITE, A 2 -INCH LOCAL DEPRESSION. PAVEMENT 4. REFER TO ARCHITECTURAL DRAWINGS FOR ANY DRAINAGE DETAILS WITHIN FIVE FEET WATER MAIN WATER VALVE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES OF THE BUILDING FOOTPRINT. OHE - -OHE - UGT - - STORM SEWER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, OHT - SANITARY SEWER INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINEDWSCELLANEOUS MANHOLE FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS LIGHTING AND PHOTOMETRIC PLAN INLET DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.1 ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT FIXTURES AND PRESENT SAME TO OWNER, ARCHITECT, AND ENGINEER UTILITY POLE SHALL GOVERN.FOR COORDINATION AND COMPLIANCE WITH SITE IMPROVEMENTS,TELEPHONE PEDESTAL 10 UTILITY PROFILES OVERHEAD TELEPHONE 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS 2 CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE EASEMENT SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER BITUMINOUS PAVEMENTS UNLESS OTHERWISE NOTED.RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. CONCRETE PAVEMENT 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 1 ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CURB ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT.CURB WITH GUTTER BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.GAS LINE 4. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZON TAL:VERTICAL).REZONING PROFFERS (JANUARY 11,2006) RIP RAPDITCHRIPRAP WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO STORM DRAIN IDENTIFIER BE ACHIEVED.1. THE OWNER SHALL ESTABLISH THE SIDEWALKS, PEDESTRIAN PATHWAY,SANITARY SEWER IDENTIFIER AND STAIRWAY SHOWN ON THE PLAN ENTITLED WOODBROOK STATION UNDERGROUND ELECTRIC LINE 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN REZONING APPLICATION SITE CONCEPT, PREPARED BY MCKEE CARSON,OVERHEAD ELECTRIC LINE IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR CONSULTING ENGINEERS, LANDSCAPE ARCHITECTS, LAND PLANNERS, THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE LAST REVISED OCTOBER 24, 2005 INCLUDING THAT PORTION OF THE UNDERGROUND TELEPHONE LINE A DRAINAGE CHANNEL.PEDESTRIAN PATHWAY SHOWN ON TAX MAP AND PARCEL NUMBER OVERHEAD TELEPHONE LINE 45 -94A, IN CONJUNCTION WITH THE FIRST SITE PLAN APPROVED FOR REINFORCED CONCRETE PIPE 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR THE PROPERTY. THE SIDEWALKS, PEDESTRIAN PATHWAY AND FIRE HYDRANT UNIFORM TRAFFIC CONTROL DEVICES,STAIRWAY SHALL BE DESIGNED AND CONSTRUCTED TO VDOT OR COUNTY STANDARDS, AS APPLICABLE, AS PROVIDED IN ALBEMARLE YARD DRAIN 7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED COUNTY CODE 18- 32.7.2.8. THESE IMPROVEMENTS SHALL BE COMPLETED TOP OF CURB CONCRETE PIPE - CLASS III.PRIOR TO THE ISSUANCE OF ANY CO'S FOR ANY BUSINESS OR RESIDENCES BOTTOM OF CURB IN THE DEVELOPMENT, THE OWNERS SHALL MAINTAIN THE PEDESTRIAN LOW POINT 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH PATHWAY IT ESTABLISHES ON TAX MAP AND PARCEL NUMBER 45 -94A.DROP INLETOSHASTANDARDSFORTHECONSTRUCTIONINDUSTRY (29 CFR PART 1926). ROADS AND PAVING 2. THE OWNER SHALL CONTRIBUTE TO ALBEMARLE COUNTY ONE THOUSAND CLEAN OUT SEVEN HUNDRED TWENTY -FIVE DOLLARS ($1,725) CASH PER DWELLING UNIT WATER METER 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY FOR AFFORDABLE HOUSING. THE CASH CONTRIBUTION SHALL BE DUE AND TOP OF THE STAIRS PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN PAYABLE WITH EACH APPLICATION FOR A BUILDING PERMIT. IF THE CASH BOTTOM OF THE STAIRS ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED TOP OF THE WALL OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY,PURPOSE WITHIN 10 YEARS FROM THE DATE OF THE LAST PAYMENT OF THE INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONTRIBUTION, ALL THE UNEXPENDED FUNDS SHALL BE APPLIED TO PROJECTS BOTTOM OF THE WALL CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM, TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 2. ALL PAVING AND DRAIN GAGE RELATED MATERIALS AND CONSTRUCTION SURVEYOR'S INFORMATION METHODS SHALL CONFORM TO CURRENT VDOT STANDARDS AND SPECIFICATIONS DATUM: UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT TOPOGRAPHIC SURVEY: ORIGINAL UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, COMMENCEMENT OF EXCAVATION OR DEMOLITION. A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 13. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, BOUNDARY INFORMATION:THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, 4. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS CURRENT SURVEYOR CONTACT TO MEET LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD LATEST EDITION. USGS MCKEECARSON 301 EAST HIGH STREET CHARLOTTESVILLE, VA -22902 SURVEYOR'S COMPONENT FOR THIS FIRM HAS BEEN DISSOLVED) THOMAS B. LINCOLN SURVEYORS r X ----------- X_- - -_ - S- - -S- - S- OHT - - -OHT - L--------------------- j G - - -G - - UGE - -UGE - OHE - -OHE - UGT - -UGT - OHT - -OHT - RCP 5 FN 6 TC BC LP 10/ CO WA/ TS 8S TW BW X X W W- S S S - S S - G G G- 9 0 UGE UGE - OHE OHE - UGT UGT - OHT ------- OHT RCP FH a TC BC LP DI CO WM TS BS TW BW Sheet Index COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT AND DIMENSION PLAN 3 GRADING AND UTILITIES PLAN 4 EROSION AND SEDIMENT CONTROL PLAN 5 LANDSCAPE PLAN 6 LIGHTING AND PHOTOMETRIC PLAN 7 SITE DETAILS 8 VIRGINIA DEPARTMENT OF TRANSPORTATION UTILITIES DETAILS RWSA COMMENTS ~N.. UTILITIES DETAILS 99 UTILITIES DETAILS 10 UTILITY PROFILES 11 EROSION & SEDIMENT CONTROL DETAILS 12 LANDSCAPE AND LIGHTING DETAILS 13 Approvals DEPARTMENT OE -PLANNING AND COMMUNITY DEVELOPMENT de IF` COUNTY COMMENTS 2. 07/26/06: PLA ING/ ZONING 3. 08/25/06: ENGINEER 0 4. 05/04/07: BUILDING OFFICIAL ARCHITECTURAL RE IEW BOARD 4 L40 FIAE OFFICIAL 5. 10/23/07: ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION Site Data OWNER /DEVELOPER: TAX MAP / PARCEL: MAGISTERIAL DISTRICT: COUNTY & STATE: ZONING: PROPOSED USE: TOTAL SITE ACREAGE: TOTAL SITE IMPERVIOUS AREA TOTAL OPEN SPACE: SETBACKS: PARKING REQUIRED: PARKING PROVIDED: BUILDING GROSS SQUARE FOOTAGE NUMBER OF DWELLING UNITS: MAXIMUM HEIGHT OF STRUCTURES MAXIMUM NUMBER OF EMPLOYEES: RESERVOIR WATERSHED: 100 YEAR FLOODPLAIN: PARKSIDE 1 LLC 690 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 TMP 45 -94A1 RIO ALBEMARLE COUNTY, VIRGINIA NMD REZONING APPLICATION REFERENCE: ZMA 03 -008 OFFICE AND RESIDENTIAL 1.21 AC 0.69 AC (57 %) 0.52 (42 %) BUILDING ADJACENT TO PUBLIC STREET ROW - 15' PARKING ADJACENT TO PUBLIC STREET ROW - 10' BUILDING ADJACENT TO RESIDENTIAL DISTRICT - 15' PARKING ADJACENT TO RESIDENTIAL DISTRICT - 20' 54 SPACES INCLUDING 3 HANDICAP SPACES OFFICE SPACE (1 SPACE PER 200 SOFT OF NET FLOOR AREA) 38 SPACES ((96004.8) /200)) RESIDENTIAL AREA ( 2 SPACES PER DWELLING UNIT) 16 (2x8) TOTAL OF 54 SPACES (48 SPACES WITH 7 SPACES BEING DESIGNATED AS SHARED BETWEEN RESIDENTI AND COMMERCIAL USES) 9,600 SF (2 STORY OFFICE SPACE) 12,000 SF (RESIDENTIAL) 8 (6.6 DU /AC) 40' -0" 16 SITE DOES NOT FALL WITHIN ANY RESERVOIR WATERSHED SITE DOES NOT LIE WITHIN 100 YEAR FLOODPLAIN Revisions 1. 05/30/06:COUNTY COMMENTS 2. 07/26/06:A.C.S.A REVISION 3. 08/25/06:COUNTY COMMENTS 4. 05/04/07:COMMENTS 5. 10/02.07:RWSA COMMENTS 5. 10/23/07:COUNTY & RWSA COMMENTS 6. 02/19/08:RWSA COMMENTS ~N..i O.: 7. 04/01/08:RWSA COMMENTS ,ba TH n„ "',_ ,., ROBERT B. MCKEE q N 77 3 Of: 14 c C McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 -979 -7522 f: 434.977 -1194 www.rnckeecarson.com McKee Carson and Field Spat Concepts, ltd. reserves its common law copyright and other property rights in these drawings. Al Ideas, designs, sections, detols, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor ore they to be assigned to any third party without first obtaining the express permission and consent of either McKee Canon or Field Spat Concepts, Ltd. FIRS T INTERS TA TE CHARL O T TES V/L L E LIM /TED PARTNERSH /P 111 ' + / /GPT.M.P. 45 -94A // , 51079 / Q /ZONING PD -SC ; A \ \ D. 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Of 14 0 20 40 80 Scale:I = 20' Date:02 /27/06 Project No.:0312 Designed:SRx Checked:RBM Sheet No.. Of 14 0 20 40 80 McKEECARSON General Notes 1. RESIDENTIAL BUILDING LINE IS 20.4' PARALLEL TO THE PROPERTY BOUNDARY (N20 °21'53.9 "E). 2. THE MID -POINT OF THE ENTRANCE IS ON THE SAME LINE AS THE MID -POINT OF THE SIGN ISLAND. 534 3. REFER TO ARCHITECTURAL DRAWINGS FOR STAIRS DETAILS NEAR THE BUILDINGS. 4. ALL RADII UNLESS OTHERWISE MENTIONED ARE 3 FEET. 5. ALL DIMENSIONS ARE MEASURED FROM INSIDE OF THE CURB TO INSIDE OF THE CURB. 533 6. SEE SHEET 08 FOR ALL SITE DETAILS. 7. THE HANDICAP RAMP SHOULD CONFORM TO VDOT STANDARDS. 8. ALL PAVEMENT MARKINGS SHOULD BE WHITE. 532 531 Entrance Profile SCALE: H: 1 " =10'; V: 1" =1' CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 -979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its conxran law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Held Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Corson or Field Sport Concepts, Ltd. TH O ROBERT B. MCKEE ZL 17tO 7 <vO ( ALG 0 Eo Refs S /// Y 831 S.F. VEGETABLE 19 GARDEN i r-- 63 8 1q' ' 5' 4 0' r " 40 VEGETABLE GARDEN NO GRAVITY TANKS, TIMBERS OR ANY OTHER PERMANENT STRUCTURES SHALL BE PLACED IN THE GARDEN OR RWSA EASEMENT, S TAL L INGS, PRESTON O T.M.P. 45 -173 ZONING R -6 PROPOSED BLACK CHAIN LINK FENCE 3,697 S.F. FOR GATHERING 385 S.F. PLAY AREA SWING SET SANDBOX Scale: 3.3 ' 0X C.I. = 0' pX T g.0'N 02/27/06 Project No.: 0 Designed:SRK H t- z cv W Wf O O Cn A Cell CV) Hgo X er p,a a a 0 o O 0 0 0 O N h Wi O W 0 O O O O CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 -979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its conxran law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Held Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Corson or Field Sport Concepts, Ltd. TH O ROBERT B. MCKEE ZL 17tO 7 <vO ( ALG 0 EoRefs S /// Y 831 S.F. VEGETABLE 19 GARDEN i r-- 63 8 1q' ' 5' 4 0' r " 40 VEGETABLE GARDEN NO GRAVITY TANKS, TIMBERS OR ANY OTHER PERMANENT STRUCTURES SHALL BE PLACED IN THE GARDEN OR RWSA EASEMENT, S TAL L INGS, PRESTON O T.M.P. 45 -173 ZONING R -6 PROPOSED BLACK CHAIN LINK FENCE 3,697 S.F. FOR GATHERING 385 S.F. PLAY AREA SWING SET SANDBOX Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments 4.10/23/07 VDOT Comments 5.04/01/08 RWSA Comments SIDEWALK TO EXTEND TO THE BACK ENTRANCE OF RIO HILS SHOPPING CENTER rrANCE 13 1 HANDICAP RAMPS ROTH TYPE C) BERKMAR DR/ VE 60' R. O. W.) EX BIKE L ANE l AGI M -MU4T ; ELEAENTARY SCHOOL: ; Contour Interval =2' Scale:1" = 20' C.I. = 0' Z 02/27/06 Project No.: 0 Designed:SRK H z z gUA A Hgo Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments 4.10/23/07 VDOT Comments 5.04/01/08 RWSA Comments SIDEWALK TO EXTEND TO THE BACK ENTRANCE OF RIO HILS SHOPPING CENTER rrANCE 13 1 HANDICAP RAMPS ROTH TYPE C) BERKMAR DR/ VE 60' R. O. W.) EX BIKE L ANE l AGI M -MU4T ; ELEAENTARY SCHOOL: ; Contour Interval =2' Sheet No.: Of 14 Scale:1" = 20' C.I. = 0' Date:02/27/06 Project No.:0312 Designed:SRK Checked:RBM Sheet No.: Of 14 General Notes GRADING /EXCAVATION RWSA General Water & Sanitary Notes WATER AND SANITARY SEWER 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND 1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITYWITHTHEAPPROVEDEROSIONANDSEDIMENTCONTROLPLANAND, UNLESS OTHERWISE FT -1 SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, 529.20INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPERSTIPULATEDORREQUIRED, SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING THE VALVE DURING A FUTURE EXTENSION OF THE LINE. EXCEPT AS MODIFIED BELOW, SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORKOROTHERCONSTRUCTION. 4:1 OR BETTER SHALL BE ACHIEVED. SLOPES GREATER THAN 3:1 MAY ALSO REQUIRE 4" SDR -35 PVC PIPE IN -1 DI -3A CURB INLET 529.202.ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATACONTROLINSPECTOR). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO START OF WORK.2.THE LOCATION EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE MH -1 MANHOLE 530.03 521.69NOTNECESSARILYSHOWNONTHEPLANSANDWHERESHOWN, ARE ONLYEARTHWORK /GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS BETWEEN CONTRACTOR AND OWNER. OWNER TO NOTIFY 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1i - 800 552 70011.APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 9. FT -2 6' x 8' FILTERRA UNIT ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.ENGINEER OF THE OUTCOME OF CONTRACTOR'S EARTWORK /GRADING ESTIMATE,528.00 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN ADEQUATELY CHANNELS RUN -OFF AWAY FROM THE STRUCTURE.DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL 4.RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF 4" SDR -35 PVC PIPE IN -23CONTRACTORSHALLBERESPONSIBLEFOROBTAININGANYADDITIONALFILL 531.40 CONSTRUCTION.3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE 10.IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH 5.ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA, NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE 530.03 ALBEMARLE COUNTY SERVICE AUTHORITY. EARTH - MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER.WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF, NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON 4.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF 5 / 10. FILTERRA INSTALLATION WILL BE COORDINATED WITH FILTERRA CIA WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. MH -2 COVER MEASURED 4. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK BLASTING,520.54 520.34 FILTERRA REPRESENTATIVE AFTER INSPECTING THE SITE FOR STABILIZATION. FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC.RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION 6 .FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL 23.21 L.F. 15" HDPE Oa 1.46% AND DISPOSAL.MANHOLEDOGHOUSEMANHOLESMUSTBEPRESSURETESTEDPRIORTOCONNECTINGTOTHESYSTEM.520.00 507.60 SUSPENDED SOLIDS AND DEBRIS FROM RUNOFF BEFORE ENTERING RAINTANK. FOR MORE INFORMATION, PLEASE REFER TO DETAIL ON SHEET 9,RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. FIRST INTERSTATE CHARLOTTESVILLE 5.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE 5 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF 7.THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT DITCHES. Storm Sewer Structure Schedule STRUCTURE ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION FT -1 6' x ' FILTERRA UNIT 529.20 525,70 THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF EPROTECTALLUTILITIESANDSTRUCTURESFROMDAMAGEATALLTIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TOGE 7. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE4:1 OR BETTER SHALL BE ACHIEVED. SLOPES GREATER THAN 3:1 MAY ALSO REQUIRE 4" SDR -35 PVC PIPE IN -1 DI -3A CURB INLET 529.20 525.20 522.20 FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATACONTROLINSPECTOR). 8.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE cts 54.73 L.F. 15" RCP (d 0.93% MH -1 MANHOLE 530.03 521.69 521.59 BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL IN8. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 9. FT -2 6' x 8' FILTERRA UNIT 531.50 528.00 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN ADEQUATELY CHANNELS RUN -OFF AWAY FROM THE STRUCTURE.DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. 4" SDR -35 PVC PIPE IN -2 DI-3A CURB INLET 531.40 527.80 525.40 10. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) .10.IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING 46.40 L.F. 15" HDPE kil 1.75% MH -1 MANHOLE 530.03 524.59 521.59 D AND NOTIFY ENGINEER IF LOCATION OF STRUCTURE IS DISAGREEMENT WITH PROPOSED PLAN. CONTRACTOR SHALL MODIFY EXISTING MANHOLE D SO THAT ITS TOP IS ON GRADE.11.NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING 5 / 10. FILTERRA INSTALLATION WILL BE COORDINATED WITH FILTERRA CIA MH -2 MANHOLE 530.21 520.54 520.34 FILTERRA REPRESENTATIVE AFTER INSPECTING THE SITE FOR STABILIZATION.12. S SHOPPING ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. CENTER 23.21 L.F. 15" HDPE Oa 1.46% EX -D MANHOLE 529.87 520.00 507.60 SUSPENDED SOLIDS AND DEBRIS FROM RUNOFF BEFORE ENTERING RAINTANK. FOR MORE INFORMATION, PLEASE REFER TO DETAIL ON SHEET 9,RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. FIRST INTERSTATE CHARLOTTESVILLE f /, PAVED AREAS AND REPLACED WITH SUITABLE SOIL. PROPOSED FILTERRA UNIT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE 6. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR MH PROPOSED STORMWATER AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AO 6. ALL SLOPES AND DISTURBED AREAS SHALL BE FERTILIZED, SEEDED, AND MULCHED. O ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF EPROTECTALLUTILITIESANDSTRUCTURESFROMDAMAGEATALLTIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TOGE 7. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE4:1 OR BETTER SHALL BE ACHIEVED. SLOPES GREATER THAN 3:1 MAY ALSO REQUIRE w ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST THE SLOPE STABILIZATION MATTING (AS DETERMINED BY COUNTY EROSION AND SEDIMENT OWNER.FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATACONTROLINSPECTOR). 8.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE cts BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. 7. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6" O RWSA IN WRITING. BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL IN8. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THEPROPOSED /EXISTING GRADES, A DITCH OR OTHER MEANS OF CONVEYANCE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN ADEQUATELY CHANNELS RUN -OFF AWAY FROM THE STRUCTURE.DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. COST TO THE OWNER. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 10. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) .10.IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROS9. DURING CONSTRUCTION, CONTRACTOR SHALL CONFIRM THE EXISTENCE OF MANHOLE WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED, D AND NOTIFY ENGINEER IF LOCATION OF STRUCTURE IS DISAGREEMENT WITH PROPOSED PLAN. CONTRACTOR SHALL MODIFY EXISTING MANHOLE D SO THAT ITS TOP IS ON GRADE.11.NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING 5 / 10. FILTERRA INSTALLATION WILL BE COORDINATED WITH FILTERRA CIA ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATE*ATE LOCATION MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO THE PUBLIC WATER SYSTEM. "P ENTRANCE TO752 - 13331. ACTIVATION OF FILTERRA WATER TREATMENT UNIT WILLWILL BBEE THEE DECISION OOF THEDF FILTERRA REPRESENTATIVE AFTER INSPECTING THE SITE FOR STABILIZATION.12. S SHOPPING ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. CENTER 11. INLETS 1 AND 2 TO EACH HAVE ONE SUNTREE 18" CURB INLET BASKET INSTALLED TO REMOVE 13.NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS,SUSPENDED SOLIDS AND DEBRIS FROM RUNOFF BEFORE ENTERING RAINTANK. FOR MORE INFORMATION, PLEASE REFER TO DETAIL ON SHEET 9,RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. FIRST INTERSTATE CHARLOTTESVILLE f /, 5 P/O H/L L S / SHOPPING CENTER / SEM RABE P10296 / 08, 105 67 '' n(riT /hit 0B. i- i C 1% X 1 X _ s \_=_ 2 .0 pNE COM TING PRIVATE CAP ABLE / WIDTH WATER -AND SEWER EASEMENT SHOWN ON PLAT / / ' 529.00 RECORDED IN D.B. 3116 P. 30 HEREBY DEDICATED TO THE, ACSA ; RG- EX l S, FHA / EXISTING STORM WATER UTILITIES IDENTIFIER DOWNSPOUT PROPOSED STORM WATER INLET 14, TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. LlM /TED PARTNERSHIP T,M,P. 45 -94A ZONING PD -SC / D.B. 985, P. 706, 717, 725 SMOIpAW AENTER f 8 "x8" TAPPING / 30 10 Pi / " SLEEVE AND / VALVE o : ' / \IY /A= V ARIABLE WIDTH 7 , _ - 3'= / AT EASEMENT HEREBY DEDICA E6 V ' THE ACSA ENT R1VA F S h / a c / HE (P TEl IDNEWV AEI ST9R1vl F 5? - CUs +' / HE 10 -WAT_ER, SAPN FTO PROPOSED FILTERRA UNIT RG PROPOSED RAINGARDEN MH PROPOSED STORMWATER MANHOLE P V3g8 0 R a39 P 2 00 00 oo'GVEGETABLE GARDEN NO GRAVITY TANKS, TIMBERS OR x ANY OTHER PERMANENT STRUCTURES SHALL L.BE PLACED IN THE GARDEN OR RWSA EASEMENT, STALLINGS, PRESTON O T. M. P. 45 -173 ZONING R- 6 D 9 1258 P, 339 20' CEN71919Z TEL, ESMT 199 1259 P. 215 20' liEPCO ESMT 0 UU IN H LI iz- - --- - ----- ------- -----------------i- s-s ss at* r .•1d..:... .ft «.r. 9P,+Y ,,. ' :w -: w r.4 <... . -."n. ... r u ' `. {A n , ^y.. ..r-sl _r .: ri,...... x +._,. ,.. .. r..,r ... ,y ..cT,. r.a.....,•w...,+r.+rt ; ,Vi,µ <'. 3 ,... `. F .. - i. .. - .-. r'Ft .t!'' k A,;1? f'' .',akt ai°v+3+e - - - - - - - - - - - - - - - - - - - -----r y- _-------- ----------------- - ----- -- 1!/ - uu _R- 1192.47 ____- ... _. -- - __ - - -_- - __-- _.._ - - T =36.7 1'4 BERKMAR DRI VE 7 -- - -- - - -- _ - -- - - -- -- -- -- - -- -- - -Aso -- : e: -- - -- -- - -- - -- -- - - -- - -- - - -- 11 `----------- - - - - --EX 8/X LANE 2 ------------ j j Note 1. CONTRACTOR IS TO INSURE THAT THE FOOTING FOR COMMERCIAL BUILDING AND THE RAIN TANK IS NOT CONSTRUCTED ON OR WITHIN THE RWSA EASEMENT. Scale 1 "_20' Contour Interval_2' 2, SHORING WILL BE REQUIRED ALONG THE WATERLINE EASEMENT FOR THE CONSTRUCTION OF THE RAIN TANK. THE EXTENT AND TYPE OF SHORING WILL BE SUBJECT TO RWSA REVIEW AND APPROVAL AND WILL BE DISCUSSED AT PRECONSTRUCTION CONFERENCE.AGNOR -HIP7' fftc ENrA,9Y SCHOOL /// 3. THE RIM AND LID OF ARV STRUCTURE MUST RAISED TO THE NEW GRADE. 0 20 40 8 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Carson and Reid Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. AN Ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Corson or field Sport Concepts, Ltd. TH OF ROBER B. MCKEE" N 7/83 O GSIALE Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/02/07 RWSA Comments 6.02/19/08 RWSA Comments 7.04/01/08 RWSA Comments Scale: 1" = 20' Date: 02 /27/06 Project No.: 0312 Designed: JHM;PC Checked: REIM Sheet No.: r Of 14 O lot w z) U Q cts Q V O O V Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/02/07 RWSA Comments 6.02/19/08 RWSA Comments 7.04/01/08 RWSA Comments Scale: 1" = 20' Date: 02 /27/06 Project No.: 0312 Designed: JHM;PC Checked: REIM Sheet No.: r Of 14 General E &S Control Notes: (VI -15: VESCH ES -1. UNLESS OTHERWISE UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS, ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND CLEARING, ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY, ES -6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. Notes 1. SEDIMENT BUILD -UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. 3. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. 4. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH SILT FENCE. CONTRACTOR SHALL CO- ORDINATE WITH LANDSCAPE ARCHITECT IF THEY FIND ANY DISCREPANCIES. 5. DUST CONTROL SHALL BE UTILIZED WHILE 2 TO 1 SLOPE IS BEING FILLED ON THE EAST PORTION OF THE SITE 6. ALL AREAS IN DARKER GREY REPRESENT EXISTING CRITICAL SLOPES GREATER THAN 25 %. 7. ALL SOIL STABILIZATION BLANKETS ON SLOPE FACING RIO HILLS SHOPPING CENTER TO BE TREATMENT -1. CE CONSTRUCTION ENTRANCE E. & S. STD. & SPEC. NO. 3,02 DUST CONTROL E. a S. STD. & SPEC. NO. 3.39 TP TREE PROTECTION E. 6 S. STD, & SPEC, NO. 3.38 PS PERMANENT SEEDING E. & S. STD. & SPEC. NO. 3,32 SOIL STABILIZATION BLANKETS AND MATTING E. 8 S. STD. & SPEC. NO. 3.36 0 XXX PS SF SILT FENCE E. 6 S. STD. & SPEC. NO. 3.05 STOPSOIL STOCKPILE E. & S. STD. & SPEC. NO. 3,30 IP STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO. 3.07 LIMITS OF WORK FLOW ARROWS Z / X X X— TO RIO HIL L S SHOPPING OENT,F•R l y i V t CO h • , G i a . WK00pl;r, AMOZIPORANA i FM 11PS PAA WA ON Fil r 46 y ,. it •.,_ ,. ' ,;.. f : . . - FASAFMAVIr :0 n ,ff , j Lz As ? ar ( `R . K ,MAN SIL` B R -11Q d7' SILT FENCE TO BE INSTALLED ON PROPERTY LINE McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecarsai.com McKee Corson and Reid Sport Concepts, Ltd. reserves Its corm w low copyright and other property rights in these drawings. AM ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, ltd. These plans ore not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Corson or Field Sport concepts, Ltd. TH O ROBERT / CKEE l 4 IO 5G Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Scale:1" = 20' Date:02 /27/06 Project No.:0312 a PC Checked: a Z O 0 P14 o gU S o W Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Sheet N/ v7 Of 14 Scale:1" = 20' Date:02 /27/06 Project No.:0312 Designed:PC Checked:RBM Sheet N/ v7 Of 14 Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE, CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCURANCE. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONEM SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT IF SCHEDULED PLANT TYPES ARE UNAVAILABLE. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH, MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. TREE PLANTING SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. SLOPE PROECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY, 11. THE TOTAL CANPOY FOR TREES ON SITE IS 25 %. FIRST INTERSTATE CHARLOTTESV /LLE x NOTE: At least one Ilex verticillata (IV) plant to be male to act as pollinator. LIM /TED PARTNERSH /P TMP 45-94A GROUND COVER PROPOSED PLANT CANOPY CALCULATIONS ZONING PD -SC CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING :1. J TOTAL SITE ACREAGE21 AC D.B. 985, P. 706,717,725 %% OJ O hiopo on japonicus 'Caeruleus' Mondo Grass 4" POTS 12" O.C. TOTAL CANOPY REQUIRED: 5,270 SF FG2 Festuca lauca 'elijah blue' Blue Fescue 1 QT. 12" O.C. TOTAL CANOPY PROVIDED ON PARCEL 94A1: 9,649 SF HC Hemerocallis 'stella de ono' Stella de Oro Da till 1 QT. 12" O.C. TOTAL CANOPY PROVIDED ON PARCEL 94A: 3,491 SFiCENTER / .' VM Vinca minor Littleleaf Periwinkle 4" POTS 18" O.C. TOTAL CANOPY PROVIDED: 13,140 SF TOTAL PERCENT CANOPY PROVIDED: 25% 1. / ••..,. `. ALL STIPPLED AREAS REPRESENT GRASS. 4 7 A N/ ,_` no S 1 AG -. 1 1 LIP e IV2 -------------- -- - -- M - ---------------JS_IYZ--------- R.4w ._ VEGETABLE GARDEN NO GRAVITY TANKS, TIMBERS OR ANY OTHER PERMANENT STRUCTURES SHALL BE PLACED IN THE GARDEN OR RWSA EASEMENT. RAIN GARDEMTYP) STALLINGS, PRESTON O T.M.P. 45- 173 ZONING R -6 1t EX BIKE LANE y;------___________________________________;_;_____________________________________________________________________ _______________________________ lli AGMOR --MU4T IVTAR r' aaIY 3Cf> a Plant List TREES TUP A - -oea, TMP 46 -94A T \IAA r CODE SCIENTIFIC NAME COMMON NAME QUANTITY (X)QUANTITY (X )CALIPER SIZE ROOT CANOPY SIZE /TREE (Y) mr •J- TOTAL CANOPY (sf)TOTAL CANOPY (sf)AG Amelanchier x grandiflora 'Autumn Brilliance'Serviceberr 1 3 CA 6' -7'B &B 130 130 390ARAcerrubrumRedMaple6021/2" 0 B &B 452 2712 0AR2Acerrubrum 'Armstrong'xArmstron x Red Maple 4 0 2 112" 4' O.C. B &B 53 212 0CCCerciscanadensisEasternRedbud251.5"6' -7' 9 124 248 620CFCornusflorida 'Cherokee Princess'Flowerino Dogwood 0 4 0 6' -7'B &B 124 0 Ilex Verticillata 'Jim Dandy HI Hamamelis x intermedia 'Arnold's Promise'Witchhazel 6 0 1' -1 1/2' IV1 Ilex verticillata 'Red Sprite' 77 462 496 H Hamamelis vir iniana Virginia Witchhazel 2 0 1' -1 1/2'4' -5'B &B 77 154 0 0JJunierusviriniana Hills Columnar Redcedar 5 0 3 - 4' 4' -5'B &B 16 80 80JV2Junierusvirinianaire' Rotundiloba' Eastern Redcedar 23 0 R 4' -5'B &B 16 288 0LSLiuidambarstracifluaSweetum0111/2" 1 3/4" 0 B &B 249 249 0NSNssasIvaticaBlackum0511/2 - 1 3/4"123 0 615OVOstravirinianaAmericanHohornbeam011.5"6' -8'B &B 99 0 99PAPlatanusxacerifoliaLondonPlanetree (Blood good)4 0 1 1/2" - 1 112"368 1472PSPinusstrobusWhitePine0621/2"5' -6'B &B 118 0 0 708QSQuercusshumardiiShumardOak203112"372 744UPUlmusparvifolia 'Allee'xAlleex Elm 6 T \•A 1 483 2898 0 483 SHRUBS r n w CODE SCIENTIFIC NAME COMMON NAME QUANTITY QUANTITY HEIGHT.ROOT SPACIN AA Aronia arbutifolia 'Brilliantissima'Brilliant Red Chokeberry 7 0 3 GAL 4' O.C. CA Clethra alnifolia 'Humming Bird'Summersweet Clethra 7 0 2' -3'3 GAL 3' O.C. CS1 Cornus sericea Redosier Dogwood 5 0 2' -3'B &B 4' O.C. CS2 Cornus sericea 'Silver and Gold'Redosier Dogwood 8 0 5 GAL 4' O.C. FG Fother ills gardenii 'Blue Mist'Dwarf Fother ilia 49 5 3' -4'3 GAL 3' O.C. HQ Hydrangea uercifolia 'Alice'Oakleaf Hydrangea 9 0 B &B 8' O.C. IG Ilex glabra 'Ni ra'Inkberry Holly 179 0 5 GAL 3' O.C. V Ilex Verticillata 'Jim Dandy 2 0 5 GAL IV1 Ilex verticillata 'Red Sprite'Winterberry Holly 35 0 3 GAL 3' O.C. IV2 Itea vir inica 'Henry's Garnet'Henn 's Garnet" Sweets ire 31 0 LB Lindera benzoin S icebush 0 12 3 - 4'5 GAL RC Rhododendron catawbiense 'Album'Catawba Rhododendron 29 3 3' - 4'5 GAL R Rhus labra Smooth Sumac 0 6 B &B VC Vaccinium con mbosum 'Blue Rid Hi hbush blueberr 3 0 5 GAL 1 4' O.C. Scale 1 " =20'Contour Interval =2' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 -979 -7522 f: 434 -977 -1194 www.mckeecar,on.com McKee Carson and Reid Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. Al ideas, designs, sections, detak, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of ether McKee Carson or field Sport Concepts, Ltd. Revisions: 05/30/06 County Comments 08/25/06 County Comments 05/04/07 Comments 10/02/07 RWSA Comments 1.10/23/07 Design Changes 04/01/08 RWSA Comments Scale: Z Date:02/27/06 0 0312 Designed:HJM Checked:RBM H A O O Revisions: 05/30/06 County Comments 08/25/06 County Comments 05/04/07 Comments 10/02/07 RWSA Comments 1.10/23/07 Design Changes 04/01/08 RWSA Comments Of: 14 0 20 40 80 Scale:1" = 20' Date:02/27/06 Project No.:0312 Designed:HJM Checked:RBM Of: 14 0 20 40 80 McKEECARSON Luminaire Schedule SYMBOL QUANTITY LABEL ARRANGEMENT LUMENS LLF DESCRIPTION ID 7 si SINGLE 20800 1.000 Emco AVA- 3- 25OMH -HS Numeric Summary LABEL CALC TYPE UNITS AVERAGE MAXIMUM MINIMUM AVG /MIN MAX /MIN c1 Illuminance Fc 1.79 5.6 0.0 0.00 0.00 NOTE: 1. POLE MOUNTING HEIGHT: 25' -0 ". 2. ARCHITECTURAL DESIGN FOR THE BUILDINGS ARE IN PROGRESS, ANY DETERMINATION REGARDING BUILDING LIGHTING HAS NOT YET BEEN MADE. WHEN DETERMINED, ALL FOOT CANDLES ALONG THE ADJACENT RESIDENTIAL PROPERTY LINE WILL BE KEPT UNDER 0.5FC. 3. POLES SHOULD NOT BE PLACES WITHIN ANY EASEMENTS. 3. EASEMENT LINE - - - - - -- R/O HIL IS / SHOPPING CEN TER / r''' J ZONING PD -SC / D.B. 985, P. 706, 717, 725 / /APPRO;I /MA TE 10 CA T /ON RAO WL$ / OF REAR ENTRANCE TO FIRS T INTERS TA TE CHARL O T TES VI( L E ; LIMITED PARTNERSHIP TMP 45 -94A ; SMO PAW CENTER / / / RIO HILLS SHOPPING CENTER / I f 00 00 00000 VEGETABLE GARDEN NO GRAVITY TANKS, TIMBERS OR ANY OTHER PERMANENT STRUCTURES SHALL BE PLACED IN THE GARDEN OR RWSA EASEMENT. S TAL L INGS, PRESTON O T.M.P. 45 -173 ZONING R- 6 BERKMAR DR/ VE X60' R. O. W,) EX BIKE L ANE AGNORMG19T ELEAIENwY SCHOOL Contour Interval =2' CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS - 301 EAST HIGH STREET CHARL07TIEVILLE, VA 22902 t: 434 -979 -7522 f: 434 -977 -1194 www.mckeecamon.com McKee Carson and Held Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are fhe property of McKee Carson and Held Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 05/30/06 County Comments 08/25/06 County Comments L 05/04/07 Comments 10/02/07 RWSA Comments i. 02/19/08 RWSA Comments 04/01/08 RWSA Comments Scale:1"= 20' Date: z Project No.:0312 Designed:SRx Checked:RBM z O u w O g xU a Revisions: 05/30/06 County Comments 08/25/06 County Comments L 05/04/07 Comments 10/02/07 RWSA Comments i. 02/19/08 RWSA Comments 04/01/08 RWSA Comments Sheet No. 04 Y' Of: 14 Scale:1"= 20' Date:02/27/06 Project No.:0312 Designed:SRx Checked:RBM Sheet No. 04Y' Of: 14 A ,. 2" SURFACE COURSE VDOT STANDARD SM -9.5A 3" BASE COURSE VDOT STANDARD BM -25.0 6" COMPACTED AGGREGATE SUBBASE VDOT 121A COMPACTED SUBGRADE ASPHALT PAVING - AISLES SECTION PD -003 N.T.S. BUMPER BLOCKS PD -Da SECTION INTERMEDIATE SUPPORTS LOCATED AT THE LOWER STEP ADJACENT TO THE HALFWAY POINT OF THE RISE v co STEEL RAIL TOP WELD 1"x1" STEEL RAIL SUPPORT 1"x1" STEEL POST NOTES 1. CONTINUOUS WELD ALL JOINTS, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. PRIME RAILINGS AND PAINT PRATT & LAMBERT CHARLESTON GREEN OR EQUAL AS APPROVED BY THE LANDSCAPE ARCHITECT. 3. SEE PLANS FOR LOCATIONS OF HANDRAILS. 4. HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS. 5. SET RAILINGS 5" DEEP. GROUT WITH QUICKSET HYDRAULIC CEMENT IN 6" STEEL SLEEVES 1/2" LARGER THAN OUTSIDE DIMENSION OF POSTS. SLEEVES SHALL HAVE STEEL PLATE CLOSURES AT BOTTOMS 112" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS WELD. TYPICAL HANDRAIL SD-002 DETAIL 3" - 4" THK CONC. PAD POURED IN PLACE BY G.C. OR PREFAB CONC. PAD TO BE SIZED ACCORDINGLY TO MANUFACTURER'S BOLTING PATTERN FOR EACH SITE FEATURE (I.E. PHONE, AIR, ETC.) CONTRACTOR SUBMIT LAYOUT FOR APPROVAL. 6" WASHED STONE, VDOT A21A; TYP SUBGRADE N.T.S. CONCRETE PAD AD -024 PLAN /SECTION N.T.S. ASPHALT PAVING - PARKING PD -004I SECTION v PLAN N v SECTION CONCRETE WALK N.T.S.PLAN AND SECTION AD -032 SECTION N.T.S. CONCRETE TO BE WIDTH VARIES VARIESCLASSA3IFCAST IN PLACE; 4000 PSI IF PRECAST 1/4" SAWED OR TOOLED " RADIUS JOINT X 1 -114" DEPTH B SURFACE & BASE LIGHT BROOM FINISH 4" 2" EE DETAIL 08 SEE A &B /08 WWF6 "X6" W1.4xW1.4 W/ 2" MIN. SUBBASE COVERT RN DOWN A o : CONC. a x - - X -- >F'—. —x - -- WHEEL STOP a IV I 6" COMPACTED AGGREGATE BASE VDOT N21A DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN, C VDOT STANDARD CG -2 CURB PD -001 SECTION N.T.S. 6" MONOLITHIC CURB AND SIDEWALK PD -0 SECTION N.T.S. ADJACENT CONCRETE WALK WITH EXPANSION JOINT d: 4 i ° G P • D ° v v 1 v \ P ° p D • v p V 1' I 1" RADIUS NOSE WITH SMOOTH TOOLED SURFACE TOOLED JOINT AT EDGE OF TOOLED RADIUS, TYP., BROOM FINISH BEHIND M4 REBAR IN NOSING OF EACH TREAD 1.5" MIN, COVER 3000 P.S.I. CONCRETE EXPANSION JOINT SEALED W/ WATERPROOF CAULK (CONT.) ADJACENT CONCRETE SIDEWALK 113 BARS (d 6" O.C. N4 BARS f3 12" O.C. COMPACTED VDOT STD. A21B STONE BASE COMPACTED SUBGRADE 2 "x4" KEY NOTE: THIS DIMENSION INDICATES RISER PLUS VERTICAL VALUE OF 1.5% SLOPE ON TREAD. PROVIDE EXPANSION JOINT WHERE STAIRS ABUT CHEEK WALLS ON SIDES. SEE RAILING DETAIL FOR SLEEVING REQUIREMENTS WHERE APPLICABLE. CONCRETE STAIRS RESERVED PARKING SIGN TYPE R7 -8 & R7 -8D & VAN ACCESSIBLE N SECTION 3 RISERS LIMESTONE TREAD TO REST ON CONCRETE BASE AND RUN TO EXPANSION JOINT AT FACE OF CONCRETE PORTION OF CHEEK WALL. BRICK VENEER TO REST ON STAIRS, EXPANSION JOINT MATERIAL CHEEK WALL SECTION MD -022 SECTION 5' MIN, COMMON ACCESS AISLE (8' MIN. VAN) 4" WIDE PAINT STRIPING, TYP. G >_ YP HANDICAP SYMBOL I g .- $ NOTES: 1. ALL PAVEMENT MARKINGS TO BE WHITE. 2. HANDICAP SIGNS TO BE MOUNTED ON 2" O.D. STEEL POST OR UNI- STRUT, UNLESS OTHERWISE NOTED. COLOR TO BE DETERMINED BY OWNER, SIGNS SHALL MEET ALL ADA REQUIREMENTS AND MUTCD STANDARDS. 3. HANDICAP SIGNS TO BE CENTERED ON HANDICAP SPACE, UNLESS OTHERWISE NOTED. HANDICAP PARKING SPACE SD -001 N.T.S. AD 016 N.T.S. 08 DETAIL N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecorson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, detolk, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH OF ROBER B. MCKEE N YA 3 o dw. o IO z 0 H S W A W g Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Sheet N . Of: 14 FASTENING BOLT N4 BARS PRIME AND TRIPLE SEAL SURFACE 6" COMPACTED AGGREGATE SUBBASE VDOT N21A COMPACTED SUBGRADE N.T.S. SECTION THROUGH TOP OF RAIL N.T.S. CONTRACTION JOINT 2" SMOOTH TOOLED EDGE (TYP.) LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT - SEE 08 CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS EXPANSION JOINT MAX. 25' O.C.) SEE 08 WWF 6" X 6" W1AxW1.4 WITH 2" MINIMUM COVER 4000 P.S.I. CONCRETE AT 28 DAYS - AIR- ENTRAINED COMPACTED AGGREGATE BASE VDOT N21A COMPACTED SUBGRADE MIN. CROSS SLOPE 1.5 %; MAX. 2% 2" SURFACE COURSE VDOT STANDARD SM -9.5A 6" COMPACTED AGGREGATE SUBBASE VDOT N21A COMPACTED SUBGRADE POURED CONCRETE 4" DIA, PERFORATED PVC FOOTER DRAIN - MIN. 2% SLOPE. 5" REINFORCED CONCRETE BASE 6" STONE BASE VDOT 21A TYPICA EXPANSION JOINT Scale:NTS Date:02/27/06 Project No.:0312 Designed:SRK Checked:RBM Sheet N . Of: 14 FASTENING BOLT N4 BARS PRIME AND TRIPLE SEAL SURFACE 6" COMPACTED AGGREGATE SUBBASE VDOT N21A COMPACTED SUBGRADE N.T.S. SECTION THROUGH TOP OF RAIL N.T.S. CONTRACTION JOINT 2" SMOOTH TOOLED EDGE (TYP.) LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT - SEE 08 CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS EXPANSION JOINT MAX. 25' O.C.) SEE 08 WWF 6" X 6" W1AxW1.4 WITH 2" MINIMUM COVER 4000 P.S.I. CONCRETE AT 28 DAYS - AIR- ENTRAINED COMPACTED AGGREGATE BASE VDOT N21A COMPACTED SUBGRADE MIN. CROSS SLOPE 1.5 %; MAX. 2% 2" SURFACE COURSE VDOT STANDARD SM -9.5A 6" COMPACTED AGGREGATE SUBBASE VDOT N21A COMPACTED SUBGRADE POURED CONCRETE 4" DIA, PERFORATED PVC FOOTER DRAIN - MIN. 2% SLOPE. 5" REINFORCED CONCRETE BASE 6" STONE BASE VDOT 21A TYPICA EXPANSION JOINT AIR RELEASE VALVE, APCO MODEL NO. 143C 11, NO. 200A (11, NO. 145C (21, NO. 200C (21 OR APPROVED EQUAL BRASS OR BRONZE PIPE DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER CORPORATION STOP, MUELLER NO. H 15000 OR APPROVED EQUAL FINISHED GRADE BRONZE GATE VALVE CRUSHED STONE NOTES: 1. A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2. FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A,R.V, AND FITTINGS, 3. IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. TYPICAL AIR RELEASE VALVE i SECTION UD_022 27 1/2 P 699m 26 P 667m7m 24 P 606m PLAN 1 1/2 P 38m 4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE, 7 P 178m 28 7/16 5 P t /8 P 722m 16m 36 P 914m FRAME SECTION SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED: tW- 7104D77 TYPICAL SANITARY MANHOLE FRAME LID N.T.S. 9A / PLAN AND SECTION N.T.S. 1 P 25m PLAN 2" (51mm) LETTERS RECESSED FLUSH) 2) CLOSED PICKHOLES 1 1/2 P 38m 2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 26 1 1/2 P P 660m 38m 1/4" (6mm) DIA 3 1/8 NEOPRENE GASKET 7 P 5E 635m DIA O.D. OF GASI SECTION SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED: 10 -24 -07 TYPICAL SANITARY MANHOLE COVER UD•004 PLAN AND SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 -979 -7522 f: 434 -977 -1194 wwrw.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. O { of ROBERT B. CKEE N 77 3 OA Q 1 ( 24, k'4 SON LAG Revisions: 1.05/30/06 County comments 2.07/26/06 A.C.S.A. Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/04/07 RWSA Comments 6.02/19/08 RWSA Comments Scale:NTS Date:02 /27/06 0 0312 Designed:SRK Checked:RBM H g Revisions: 1.05/30/06 County comments 2.07/26/06 A.C.S.A. Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/04/07 RWSA Comments 6.02/19/08 RWSA Comments Sheet No.. 9 ArA Of 14 Scale:NTS Date:02 /27/06 Project No.:0312 Designed:SRK Checked:RBM Sheet No.. 9 A rA Of 14 STREET SURFACE OR NON -PAVED AREA FRAME & COVER SEE TYPICAL MANHOLE FRAME AND COVER DETAIL (G.09) SLOPED AREA WEDG -LOK" TYPE RUBBER COATED STEEL V -0" MAX STEPS OR APPROVED EQUAL CAST IN PLACE 2' -0" PRECAST REINFORCED CONCRETE SECTIONS O" RING SEALS 3' -0" MIN CONCRETE FILLETS 26 1 " MIN 1T X MINIMUM ELEVATION DIFFERENCE ACROSS M.H. ' FROM INLET TO OUTLET 5" 4' -0" " SHALL BE 0.20 FEET. DEPTH OF FLOW CHANNEL VARIES TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT FOR A - - = -- SMOOTH TRANSITION OF Lf FLOW BETWEEN INLET & 12" OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING W/ NO. 68 STONE SECTION 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, BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 3000 PSI CONC. BASE 1.w VVZI?O- SAMHrGH CAFACI7YROUN0 GRATEEVLET S1CMl0? BOX SYSTEW POR USE cM)M AL4AMLES ROUND GZV"Af0GN7IIVG UNDER M41Vf sOYA/J sraRrroalr ZWAJL OPPAR75 JIr7,ORR J BY-PAN MOM M aiucuauasr Lam lA7rlKXlWI^11AY pent• C - I= - i r so crrrrrrr hAd r : r mrs1cl 4" LU s 42 camrsctm 10 tWlrRxlMll'1lAY 20 mvis X=jAar J.JC Arc B"As nux2mv Hourrr. Y,A- IM"AOiOW aawreia7NR+r; DITCH LINE ANCHOR EXTENDS INTO SIDE OF DITCH PLAN UAnW SPACING JZ.OIVXA7Wjw Ald7t pent• C - I= - F so A01 hAd Q( mrs1cl 4" LU Am 42 camrsctm w LM 20 u cowx=w 40 J.JC Arc sc nux2mv At A TOM FOR USE ON ATTACHED SINGLE WITH STAINLESS STEEL vc ADM J.SPBI SY5nMPAOVJDI )WA9V=FC0VArAGff OF#aMCYlIM GSO 70 V1V ATAU A W 70DALNW 1A0VS WA(MrUFAC7 A" NraGRADE CYL17frD" VVrR07sC1XW.. 3.WAffJFSMWATTAOM707MCA7O7JR4f@VNrM P11GUR83 M rFCiQrrslOdRl?JWWWAM F 11L`7lA7XN/AW=87A CnWrA&L%WAl7VZV0F MAX prrlOC A/ARMGMU RI CY]A7>C7JC)ft VV 5JWnU7=VJL4St =MWSMWANDCCAM 4" C0WANVTSICRRaVMAAWACn2WJWW Jr0IDVAAJJ <ANllCA7t7lPlV1RY7!/VG STAFAM IM AARJAMYMffAM#0VW7F9kX1 NAC4A117IJr 6.M=AMVJI4IWWWSD0aV0+AJ90Xr&V7 WJ7}pr>t MMMY.MWU 70CAJ9V1 MEROCUPOW. MOCUBRAMY MALO PIPE COUPLING RDr[ACXD DVTYJ§kiDVMAMDE4V7PXJWARDM'AM 7J% 71 AMVMAW VJ5DMWMYLAV= MAP4# Xi"XA9YAL4V4 RV 1"5 YEAR MANUFACTURERS WARRANTY Patent Pending. ALL FILTER SCREVVS ARE STAINLMSTEEL sL.n..zacss Tscr- ravoc.oc ass 7W JtV. 09.7=02 CAMMIUMMMU WAIRMWMAn011IM ru asa-ss -saes FAXA -d8P -7sw LWXk? lt'A= IA" CURB J7VL8T BASOCST SIV77BA4 DATA: SCALII:srs• — 15 DIt,A - 2'aM: IV.R XnVZTS _' vc-r i 10 SPACING SPACING 1 N0. 3 awl D.I. PIPE GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' NO. 2 PROFILE d 2500 PSI CONCRETE TYPICAL ANCHOR DETAIL FOR B SEWERS ON GRADES 20% AND GREATER W -007 9 PLAN AND PROFILE N.T.S. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 11 12"F NTS Date: INITIAL BRANCH 4" 8 „ t MIN MALO PIPE COUPLING 68 STONE I OR APPROVED EQUAL FLEXIBLE CONNECTION 2 FOR USE ON ATTACHED SINGLE WITH STAINLESS STEEL OR ROCK 1" TYPE "K"FAMILY RESIDENTIAL SERVICES BAND S OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. w O 1 "x1 "x1" T NOTE: PLAN ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT ".NOTE: NO SWEATED FITTINGS DUAL SERVICE TYPICAL SANITARY MANHOLE 1" COMPRESSION x 3/4" MALE PIPE COUPLING A SHOWING BRANCH TIE OR APPROVED EQUAL W -oos 1" TYPE "K" 9 PLAN & SECTION N.T.S.SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE HERE AN IRRIGATION METER IS NOT PROVIDED. COVER LIFT NOTCH 12.3 7 SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, WATER CAST IRON LID FINISHED GRADE 1/4 BEND CO U KWING 10 " - 1 BROOKS 2200 SERIES BOX IF REQUIRED) BALL WITH EXTENSION OR MUELLER NO. H -15069 (11 VALVE APPROVED EQUAL CAST IRON LID NO. H -15068 (1 1/2 ", 2 ") (INLET &IN UNPAVED AREAS FORD NO. L02 - 44 (1"I OUTLET)1NO. L02 -77 (2")COPPERSETTER 14.5"NO. L02 -66 (1 112 ") 36"MIN.McDONALD 20 -209 WWDD 33 12.5" OR APPROVED EQUAL OR APPROVED EQUAL 0 METER BRICK AS CORPORATION STOP (1", 1 1/2 ", 2 ") NECESSARY MUELLER NO. B -25000 FORD NO, FB -600, OR APPROVED EQUAL SOURCE: FIG.W- 6- ALBEMARLE COUNTY SERVICE AUTHORITY DATED: 10 -24 -06 D TYPICAL SERVICE LATERAL INSTALLATION W -037 g PLAN AND SECTION N.T.S. PIPE SLOT 2 PLACES) SION NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL, 2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO 6015 -B OR APPROVED EQUAL, USE 6" OR BRICK AND /OR BLOCK TO INCREASE DEPTH TO 24 ". 3. FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. F TYPICAL METER BOX 5/8N -1 N METER W -020 g DETAIL N.T.S. 3" - 4" THK CONC. PAD POURED IN PLACE BY G.C. OR PREFAB CONC. PAD TO BE SIZED ACCORDINGLY TO MANUFACTURER'S BOLTING PATTERN FOR EACH SITE FEATURE (I.E. PHONE, AIR, ETC.) CONTRACTOR SUBMIT LAYOUT FOR APPROVAL, 6" WASHED STONE, VDOT i121A; TYP SUBGRADE CONCRETE PAD 024 PLAN /SECTION N.T.S. INITIAL BACKFILL JITIAL IACKFILL BEDDING 68 STONE x STABLE SOIL ROCK x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL Scale:NTS Date: INITIAL BACKFILL 8 „ N 8 „ Designed: 8 „ N 8 „ BACKFILL UNSTABLE - MIN. MIN. t MIN MIN.68 STONE g SOIL STABLE SOIL OR ROCK Ji68 STONE STABLE SOIL OR ROCK NOTES: 1. NO ROCKS SHALL. BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER E PIPE INSTALLATION & BEDDING W -070 DETAIL N.T.S. S318VA TYPICAL SEWER SERVICE LATERAL CONNECTION SALT TREATED 2 X 4 MARKER FINISHED GROUND PLUG END OF SERVICE LATERAL PROPERTY LINE WER SERVICE INNECTS TO A JD NO INVERT OR THE FERAL IS FHE TOP NATION OF LATERAL BE AT 1IGHER OP (CROWN) F THE E CONNECTED JHOLE, RALS TAPPED STING I SHALL BE USING A AS RED BY OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2 1 14" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3'. W -005 PLAN AND SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 -979 -7522 f: 434 -977 -1194 www.n)ckescarson.com McKee Carson and Held Spat Concepts. Ltd. reserves Its common law copyright and other property rights in these drawings. M ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Spat Concepts, Ltd. TH ROBERT B. CKEE 77 3 o r7 ( ko ION L E Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A. Revisions 3.08/25/06 County Comments 4.05/04/07 Comments Scale:NTS Date:02/27/06 Project No.:0312 Designed:SRK Checked:RBM H A g Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A. Revisions 3.08/25/06 County Comments 4.05/04/07 Comments Sheet No / -- Of: 14 io min ovn BROOKS 2200 SERIES ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. Nn 1 Scale:NTS Date:02/27/06 Project No.:0312 Designed:SRK Checked:RBM Sheet No / -- Of: 14 io min ovn BROOKS 2200 SERIES ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. Nn 1 PLAN VIEW N PROCEDURES (FROM RAINTANK PAMPHLET) E THE SITE TO THE PROPER DEPTH, LENGTH AND WIDTH, ALLOWING QUATE ROOM TO COMPACT BACKFILL AROUND THE PERIMETER LY 1 to 21. INSTALL IMPERMEABLE LINER ON EAST SIDE OF RAINTANK. IE FOOTPRINT OF THE RAINTANK IN THE EXCAVATION TO ALLOW NT OF GEOTEXTILE AND TANKS. GEOTEXTILE IN PLACE AND BEGIN INSTALLING TANKS IN THE ION OVER THE FILTER FABRIC, BUTTING THEM TIGHTLY AGAINST EACH AFTER PLACEMENT OF THE TANKS, BRING GEOTEXTILE UP THE SIDES R THE TOP OF THE STRUCTURE, CONNECTING JOINTS AS RECOMMENDED. CESS FABRIC AT CORNERS TO LAY FLAT AGAINST STRUCTURE AND USING TAPE. LOCATIONS OF INLETS AND OUTLETS. TO SECURE PIPE TO SYSTEM, CUT TEXTILE , AND SECURE FABRIC TO THE PIPE WITH A BAND CLAMP. THEN, EXTERIOR PLATE OF THE RAINTANK WITH A RECIPRICATING SAW AND IIPE INTO THE TANK. ACKFILL AROUND RAINTANK CAREFULLY, AND USE A POWERED CAL COMPACTOR TO COMPACT BACKFILL AROUND THE PERIMETER, 4REFUL TO AVOID DAMAGE TO GEOTEXTILE AND IMPERMEABLE LINER. FT OF SANDY GRAVEL BACKFILL MATERIAL OVER WRAPPED TANK, TING WITH LIGHTWEIGHT EQUIPMENT TO A MINIMUM OF 90 %. TAKE iEN PLACING BACKFILL ON TOP OF THE STRUCTURE TO AVOID DAMAGE FABRIC AND TANK. EOGRID AT THE SPECIFIED ELEVATION, GRID SHOULD EXTEND 1 -1/2 FT IMENTER OF THE RAINTANK. JOINTS OF GEOGRID MUST OVERLAP BY A OF 1FT. WITH COVER INSTALLATION WITH CARE PAVING LAYERS I DRAWING AVAILABLE IN TIF FILE FORMAT. rMH -2 SUITABLE SOIL COMPACTED e 1 r A Li1 iT nemcnrinei nnor TO 95% MODIFIED PROCTOR DENSITYz-2z TOP 530.09 ---\ PROPOSED GRADE TENSAR GEOGRID AT AN ELEVATION SPECIFIED BY TLANTIS TECHNICIANS TOP ELEVATION OF RAINTANK: 524.84 TRIPLE MODULE: 4.30' 3 RAINTANK HEIGHTS) 15" HDPE FROM IN -2 INV 524.59) 15" HDPE FROM IN -1 INV 521.69) 15" RCP TO RAINTANK INV 521.59) INV 521.59 BOTTOM ELEVATION OF RAINTANK: 520.54 4" LAYER OF _ 57 CRUSHED STONE 3MPACTED SUBGRADE 95% MODIFIED PROCTOR) aL_v I Ivry n - n 530.9 SOURCE: ADAPTED FROM VDOT STANDARDS PLASTIC CULVERT PIPE BEDDING COLL AREA 15" HDPE PIPE OUTFLOW TO EX -D CONCRETE WEIR WALL BISECTING MANHOLE THICKNESS: 4" SECTION OVERFLOW TO 15" OUTLET PIPE 100 -YR STORM WEIR EL. 524.50 CONCRETE WEIR WALL BISECTING STRUCTURE MH -2 2 -YR STORM ORIFICE EL, 520.54 N.T.S. SECTION OUTLET WEIR WALL IN MH -2 M -0 N.T.S. DOWNHILL DIRT MOUND LIMITING PONDING TO A MAXIMUM DEPTH OF 4" N.T.S. 10 SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7571 f: 434 -977 -1194 www.nw-keecarson.com McKee Carson and Field Sport Concepts, ltd. reserves Its common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pLTH OF tp_ rte ROBERT B MCKEE N 83 „/ AL G1 4" MAX,'50% SAND/ 30% TOP z 8 " -10..SOIL/ 20% LEAF MULCH 0 02/27/06 SAND 0.02 " - 0.04" ASTM 0312 6"C -33 FINE) Checked:RBMC - 33 CONSTRUCTION 6 x 6 CROSS SECTION SAND TILLED INTO SOIL (OPTIONAL) NOTES: 6' -0' EXISTING GROUND 1.PLEASE SEE GRADING AND UTILITIES SHEET FOR PLAN VIEW OF RAIN GARDEN. 2.CONSULT LANDSCAPE PLAN FOR PLANTING ARRANGEMENTS INSIDE RAINGARDEN. 3.FOR INSTANCES WHERE RAIN GARDEN IS LOCATED WITHIN 1OFT OF A STRUCTURE, SAND g SHOULD NOT BE TILLED INTO EXISTING SOIL AND THE RAIN GARDEN SOIL LAYER SHOULD SLOPE AWAY FROM BASE OF STRUCTURE. 4.RAIN GARDEN TO BE INSTALLED AFTER SITE STABILIZATION. RAIN GARDEN DO-047 N.T.S. 10 SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7571 f: 434 -977 -1194 www.nw-keecarson.com McKee Carson and Field Sport Concepts, ltd. reserves Its common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pLTH OF tp_ rte ROBERT B MCKEE N 83 „/ AL G1 Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A. Revisions 3.08/25/06 County Comments 4.05/04/07 Comments L Scale: z PIPE C.I. = 0' 0 02/27/06 Project No.:0312 Designed:PC Checked:RBM 4" SDR -35 PVC 6 x 6 6' -0' H A g 6' -0'1 (1) 4x4 1 6" SDR -35 PVC 12 x 6 12' -0" AAA 1 (2) 4x4 6" SDR -35 PVC g Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A. Revisions 3.08/25/06 County Comments 4.05/04/07 Comments OF 14 NOTES: 1. IMPERMEABLE LINING MUST BE PLACED ON EAST SIDE OF RAINTANK TO PREVENT SEAPAGE INTO FACE OF 2:1 SLOPE TO RIO HILLS SHOPPING CENTER. 2. EXACT DESIGN OF GEOGRID WILL BE DETERMINED BY ATLANTIS RAINTANK ENGINEERS, 3.ORIENTATION OF RAINTANK CELLS TO BE MODIFIED TO MEET THE DIRECTIVES OF RAINTANK REPRESENTATIVE. RAINTANK CONTACT: ROBERT CONNELLY (540)246 -3801. RAINT DETENTION SYSTEM TYPI RAINTANK CELL DATE: 12 -22 -04 DWt FTT1W -2 GURAT MI"TLANfflO1rMON AM 650 11 DESIGNATION L Scale:NTS PIPE C.I. = 0' Date:02/27/06 Project No.:0312 Designed:PC Checked:RBM 4" SDR -35 PVC 6 x 6 OF 14 NOTES: 1. IMPERMEABLE LINING MUST BE PLACED ON EAST SIDE OF RAINTANK TO PREVENT SEAPAGE INTO FACE OF 2:1 SLOPE TO RIO HILLS SHOPPING CENTER. 2. EXACT DESIGN OF GEOGRID WILL BE DETERMINED BY ATLANTIS RAINTANK ENGINEERS, 3.ORIENTATION OF RAINTANK CELLS TO BE MODIFIED TO MEET THE DIRECTIVES OF RAINTANK REPRESENTATIVE. RAINTANK CONTACT: ROBERT CONNELLY (540)246 -3801. RAINT DETENTION SYSTEM TYPI RAINTANK CELL DATE: 12 -22 -04 DWt FTT1W -2 GURAT MI"TLANfflO1rMON AM 650 11 DESIGNATION L W QTY a SIZE PIPE 6 x 4 6' -0"4'-0"1) 3x3 V SDR -35 PVC 6 x 4 6' -0"4 - -0"1) 3x3 4" SDR -35 PVC 6 x 6 6' -0'8' -0'1) 4x4 4" SDR -35 PVC 10 x 6 10 - -0'6' -0'1 (1) 4x4 1 6" SDR -35 PVC 12 x 6 12' -0"6' -0'1 (2) 4x4 6" SDR -35 PVC SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL I 6-1 r-- w ----1 r-6 I I I 1 A J i I I I I I I 1 I I I I I I 1 L------I-------I- TL I ILET SH~ BY OTHERS) A CURB (BY OTHERS) oun Er PIPE LOCATION VARIES)PLANT AS SUPPLIED CLEANOIlT BY AMERICAST COVER NOT SHOWN TREE FRAME & GRATE TOPSSLAB GALV NOSING CAST IN TOP SLAB 4" SDR -35 FMC TOP SLAB CURB AND GUTTER BY OTHERS) INTERLOCKING JOINT (TYP)ro ET INTERLOCKING n N 1 DOWEL BARS M 12" O.C. FILTER MEDIA PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST ro SECTION A–A SYStEM BY AMERICA SYSTEM BY AMEST DESIGNATION L W qTM & SIZE PPE 5 x 6 6' -0'6' -0"1) 3x3 4" SDR -35 FMC DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 12 -22 -04 DWa FTST -2 G) a CQD a fi bF9 e2Wti,, 1 #7LAIf1f1C IrYON us PAT AN-VAMe- eeo -3xt PRECAST FILTERRA DETAILS SOURCE: AMERICAST X C c 1D n 1 A cI m N J T-- PLAN VIEW - INLET SHAPING BY OTHERS) 35 PVC COUPLING INTO PRECAST BOX BY AMERI( AST (OUTLET LOCATION VARIES) I (BY OTHERS) TREE FRAME & GRATE 26.97" WIDTH CAST IN TOP SLAB PLANT AS SUPPLIED 17.72" BY AMERICAST GALVANIZED SLAB OWNFOUR ANGLE NOSING C TOP SLAB CURB AND GUTTER INTERLOCKING BY OTHERS) ioofr MOP)STREET 2500 P.S.I. BASE A BLO( UNDISTURE 2' -0" (MIN) NOTE: WHEN CORRUGATED METAL CULVERT PIPE IS PERMITTED ON THE PLANS, THE CONTRACTOR WILL HAVE THE OPTION TO FURNISH AND INSTALL CORRUGATED PE CULVERT PIPE CONFORMING TO AASHTO M294, OR PVC RIBBED CULVERT PIPE CONFORMING TO AASHTO M304, PROVIDED THE DIAMETER OF THE PIPE USED IS EQUAL TO OR GREATER THAN THE DIAMETER OF THE CORRUGATED METAL PIPE. PLAN AND SECTIONS SECTION B -B LENGTH 26.97" WIDTH 16.06" HEIGHT 17.72" BACKFILL IN -SITU SOIL PLASTIC PIPE VALVE BOX 7 CU, FT.GRAVEL 6" GATE VALVE SEE NOTE 6 8" X 6 "TEE 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS, RODS SHALL BE GALVANIZED OR Q i «L riLc ASPHALT COATED NOTES: 1. HYDRANT MUST BE EQUIPPED WITH CHARLOTTESVILLE THREADS WHICH IS THE LOCAL STANDARD, 2. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 3. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 4. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 5. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 6. WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2 -3/4 "THREADED RODS IN ADDITION TO POURING CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 7. KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A- 423)OR APPROVED EQUAL 8. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY UD-ON DETAIL N.T.S. N,T FLUME GRADING 3:1 SLOPE PONDING 15" HDPE PIPE FROM RAINTANK PLAN MH3 MH2 MH1 EX 540 535 530 525 520 515 510 505 500 495 490 545 540 530 525 520 515 510 505 495 2 +000 +00 1 +00 PRIVATE APT. BUILDING SEWER LINE PROFILE 54 0 r -- L0 O LO o T (3) I I GfADE I I o- O a0 a0 ROPOSED) PROP GRAD SED PROPOSED BADE PAVE ENT) I 1--a 0 (a- 1 01 LINE I 7 1 5 AFTER PAVEMENT 15„ RCP n 0.9 ° i UNDERCUI 3FT i RETAINING EX /ST /NG I G,9ADE t ' i WALL I I f I I 2.2' 8" U DER CUT TYP.) I rnI II I , o - 38.46 L.F. 00 a 30" DIa ' 6"DIP M j LINE z Z w -- na 4.07%tt I z0 0 I GfADE n LOT U) . > X @ a Oz t I -- - -- - - - - -- - -- - L - - -- r t THIS S GMENT tt WILL R QUIRE I CONC4=TE tt ERTAB9DE IS3\ t I I rn- t T SEGMENt t ILL REQUIRE tt CONCRETE ANCHORS PER D TAIL B/9 I 20.60 L.F. DIPIn6"2.3 24.39 L.F.2.2 6" DIPIIfID28,77% I I; zz w r 1 0 m LO LO aZ C Q J U) Z O O 0 O Cr O Z Z 1- Z QN Oo < °I O roO I r Q Crn w + + Z @ n Z gao Ln z r Z N —Q Z Z Z 545 540 530 525 520 515 510 505 495 2 +000 +00 1 +00 PRIVATE APT. BUILDING SEWER LINE PROFILE 54 0 r -- 535 530 525 520 515 0 +00 1 +00 2 +00 PAVEMENT UNDERCUT IN PARKING LOT 11 PROFILE NOTE: 1. THE WATERLINE ELEVATION AND STATIONING HAVE BEEN SHOWN BASED ON THE TEST HOLES RESULTS. IN -1 MH -1 540 I EX /ST /NG I I GfADE I I o- PROP GRAD SED PROPOSED I I PAVE ENT) I GROUND GOVER PVC PIPE j FROM F -1 OVER RWSA LINE I 1 5 AFTER PAVEMENT 15„ RCP n 0.9 ° i UNDERCUI 3FT i EX /ST /NG I G,9ADE i I I f I II 8" U DER CUT TYP.) I rnI II I , o - U 00 a 30" DIa 'WATER M j LINE z Z w -- Qa j C; z0 0 j PARKIONG I F n LOT U) . > X @ a Ozwcn I -- - -- - - - - -- - -- - L - - -- 535 530 525 520 515 0 +00 1 +00 2 +00 PAVEMENT UNDERCUT IN PARKING LOT 11 PROFILE NOTE: 1. THE WATERLINE ELEVATION AND STATIONING HAVE BEEN SHOWN BASED ON THE TEST HOLES RESULTS. IN -1 MH -1 540 ILO I o- PROPOSED I II GRADE i I II PVC PIPE FROM F -1 I I 1 554.73 15„ RCP n 0.9 ° i EX /ST /NG I G,9ADE i I I f I II I I rnI II J °o - 0 000 M z ZZ C\— - j C; NOTE:--T— - -- - - - - -- - I 1. THREE F DOT MINIMUM COVER OVEN CENTERLINE TOP OF PIPE I I2. CONTRACTOR MUST PLACE VERTIC L BEND OU SIDE THE R SA EASEMENT. I I i EX T /NG GR DE PROPOSED GRADE I 22.5° BEND MUST BE PLACED OUTSIDE THE RWSA J t (EASEMENT) EASE E T t t t t THIS SEGMENT t WIL L REQUIRE t CONCRETE ANCHORS PER t DE AIL B/9 -- t I tl A I - -- - t - - - -- ! i 6I I i 22.5° BEN i o z I O I w Ir LL Q -- -- -- I OF - rnW MW co i M I moonO ~I M ~I 0)o w O(} 00Z N CO to + O J O?< O?< O -Cr -° a An cU MX co X co ° @ tp N ca N X n Cn (n (n Cn Cl) Cn (n — - -- 0 +00 1 +00 2 +00 APARTM BUILDING WATER LINE PROFILE 535 530 525 520 515 510 505 500 495 540 535 530 525 520 515 510 505 500 495 540 535 530 525 520 515 510 505 500 495 540 535 530 525 520 515 510 505 500 495 490 490 - - - -- - - -- —- 490 J 490 0 +00 1 +00 0 +00 1 +00 0 +00 0 +20 0 +40 C STORM SEWER LINE 1 o STORM SEWER LINE 2 E STORM SEWER LINE 3 111- PROFILE 11 PROFILE 11 PROFILE (H: 1 " =20'; V: 1 " =51 0 +00 0 +20 0 +40 PRIVATE COM. BDG. SEWER McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Cason and Field Sport Concepts, Ltd. reserves Its comrnon low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Spas Concepts, Ltd. SLT OF OBERT B. MCKEE N 7 83 zz s j0 AL O V ' J O fF""rar.""11 O O 1 O O Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/23/07 RWSA Comments 6.02/19/08 RWSA Comments Scale: 1"=5'V; I"=50' H Date: 02/27/06 Project No.: 0312 Designed: PC;RJA Checked: RBM Sheet No. Of: 14 IN -2 MH -1 No - - - - - -- O LO M I a O O PROPOSED GRADE I i I 14" SDR -35 PVC PIPE I FROM FT -2 I 15 P F 0 1 5 yE I EX /ST /NG GRADE j I I I I I i I j I I I I I I I I I I I N N I LO V L j l-- O o0 Z Z 0 O -- -- -- - - -i I LO vr N CONN O V u7L OZ OZZ 2> > » U)ZZ 60ZZ 0 +00 1 +00 2 +00 APARTM BUILDING WATER LINE PROFILE 535 530 525 520 515 510 505 500 495 540 535 530 525 520 515 510 505 500 495 540 535 530 525 520 515 510 505 500 495 540 535 530 525 520 515 510 505 500 495 490 490 - - - -- - - -- —- 490 J 490 0 +00 1 +00 0 +00 1 +00 0 +00 0 +20 0 +40 C STORM SEWER LINE 1 o STORM SEWER LINE 2 E STORM SEWER LINE 3 111- PROFILE 11 PROFILE 11 PROFILE (H: 1 " =20'; V: 1 " =51 0 +00 0 +20 0 +40 PRIVATE COM. BDG. SEWER McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Cason and Field Sport Concepts, Ltd. reserves Its comrnon low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Spas Concepts, Ltd. SLT OF OBERT B. MCKEE N 7 83 zz s j0 AL O V ' J O fF""rar.""11 O O 1 O O Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/23/07 RWSA Comments 6.02/19/08 RWSA Comments Scale: 1"=5'V; I"=50' H Date: 02/27/06 Project No.: 0312 Designed: PC;RJA Checked: RBM Sheet No. Of: 14 IN -2 MH -1 No - - - - - -- O LO M I a O O PROPOSED GRADE I i I 14" SDR -35 PVC PIPE I FROM FT -2 I 15 P F 0 1 5 yE I EX /ST /NG GRADE j I I I I I i I j I I I I I I I I I I I N N I LO V L j l-- O o0 Z Z 0 O -- -- -- - - -i I LO vr N CONN O V u7L OZ OZZ 2> > » U)ZZ 60ZZ Revisions: 1.05/30/06 County Comments 2.07/26/06 A.C.S.A Revisions 3.08/25/06 County Comments 4.05/04/07 Comments 5.10/23/07 RWSA Comments 6.02/19/08 RWSA Comments Scale: 1"=5'V; I"=50' H Date: 02/27/06 Project No.: 0312 Designed: PC;RJA Checked: RBM Sheet No. Of: 14 IN -2 MH -1 No - - - - - -- O LO M I a O O PROPOSED GRADE I i I 14" SDR -35 PVC PIPE I FROM FT -2 I 15 P F 0 1 5 yE I EX /ST /NG GRADE j I I I I I i I j I I I I I I I I I I I N N I LO V L j l-- O o0 Z Z 0 O -- -- -- - - -i I LO vr N CONN O V u7L OZ OZZ 2> > » U)ZZ 60ZZ Sheet No. Of: 14 IN -2 MH -1 No - - - - - -- O LO M I a O O PROPOSED GRADE I i I 14" SDR -35 PVC PIPE I FROM FT -2 I 15 P F 0 1 5 yE I EX /ST /NG GRADE j I I I I I i I j I I I I I I I I I I I N N I LO V L j l-- O o0 Z Z 0 O -- -- -- - - -i I LO vr N CONN O V u7L OZ OZZ 2> > » U)ZZ 60ZZ 1. SET THE STAKES. SPECIFIC APPLICATION RUNOFF WATER GRAVEL FILTER WIRE MESH SEDIMENT CONCRETE GUTTER FILTERED WATER CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. X GRAVEL SHALL BE VDOT N3, 0357 OR k5 COARSE AGGREGATE GRAVEL CURB INLET SEDIMENT FILTER DETAIL FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. 0 TOE MAINTAIN SL ANGLE SLOPE LINING WET SLOPE) TREATMENT - 2 — POLYPROPELYENE NON -WOVEN NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHINDTREATMENT - 2) SOIL BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING DRY SLOPE) TOP CUT SLOPE F I N Pg0 E O l 0 AEATMENT - 2 FS F BOTTOM OF l FILL SLOPE BOTTOM OF CUT SLOPE BOTTOM OF OR SHOULDER CUT SLOPE BREAK POINT SOURCE: VDOT ROAD AM BRIDGE STAMM OS It A SOIL STABILIZATION MATTING SLOPE INSTALLATION XD_024 DETAIL N.T.S. FILTER CLOTH REINFORC CONCRET ift SECTION B - WASHRACK IIN. IN. EXTEND FULL WIDTH OF INGRESS & EGRESS OPERATION X0.009 TEMPORARY CONSTRUCTION ENTRANCE SPACF xo_on PLASTIC FENCE TREE PROTECTION AND PRESERVATION FENCING XD-02, N.T.S. \SL DETAIL N.T.S. DETAIL N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Carson and Field Sport Concepts. Ltd. reserves its common law copyright and other property rights in these drawings. AM ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p.LTH p G g OBERT B. MCKEE N7 83 ID AL VG Scale: EXISTING Date: FILTER 70' MIN. 0312 PAVEMENT PC CLOTH H W fir- 5:1 A O L z 6" MIN, A MOUNTABLE 4.4 BERM x H g OPTIONAL) p SIDE ELEVATION A A EXISTING g GROUND z 70' MIN. 0 110'MIN. x w Z 10M1 EXISTING LIMITS OF FENCE TC N PAVEMENT BE PLACED AT DRIP EDGE LINE WHERE APPLICABLE. SEE VDOT N1 10'MIN.E & S SHEET 5 COARSE AGGREGATE B WASHRACK PLAN VIEW POSITIVE DRAINAGE TO SEDIMENT SNOW FENCE TRAPPING DEVICE 1P' MIN. FILTER CLOTH REINFORC CONCRET ift SECTION B - WASHRACK IIN. IN. EXTEND FULL WIDTH OF INGRESS & EGRESS OPERATION X0.009 TEMPORARY CONSTRUCTION ENTRANCE SPACF xo_on PLASTIC FENCE TREE PROTECTION AND PRESERVATION FENCING XD-02, N.T.S. \SL DETAIL N.T.S. DETAIL N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Carson and Field Sport Concepts. Ltd. reserves its common law copyright and other property rights in these drawings. AM ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p.LTH p G g OBERT B. MCKEE N7 83 ID AL VG Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Scale:NTS Date:02/27/06 Project No.:0312 d PC Checked: H W A O z H 4.4 V x H gpA A W g z z 0 x w Revisions: 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Sheet No 12 7 Q 05' O i 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT S. DRAINAGEWAY INSTALLATION FRONT ELEVATION) XD -D" SF SILT FENCE WITHOUT WIRE SUPPORT N.T.S. DETAIL NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. Q 4' 2' O Q OQ ifA O DIRT SHALL BE TAMPERED PRIOR Q TO LAYING TOP LAP OVER FLOW I , Of: 14 Scale:NTS Date:02/27/06 Project No.:0312 Designed:PC Checked:RBM Sheet No 12 7 Q 05' O i 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT S. DRAINAGEWAY INSTALLATION FRONT ELEVATION) XD -D" SF SILT FENCE WITHOUT WIRE SUPPORT N.T.S. DETAIL NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. Q 4' 2' O Q OQ ifA O DIRT SHALL BE TAMPERED PRIOR Q TO LAYING TOP LAP OVER FLOW I , NOTES: BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE N REFER TO TREE STAKING DETAIL E 13 M 1' VARI S TYP. CUT AWAY ALL WIRE BASKETS AND /OR NON- BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT, BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL, SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) wn BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 112 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY,OR INCURRED DURING, PLANTING PROCESS, ROOTBALL PIT SECTION LD-001 N.T.S. REFER TO TREE E STAKING DETAIL 13 TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED ROOTBALL \ REFER TO ROOTBALL PIT DETAIL A NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING LD -004 SECTION N.T.S. Notes: ,bb Type: OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT, 2 STAKES AND GUYS PER TREE. SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED T TREEREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION C: GUY WIRE STAKING - 3- #14 GAUGE SOLID WIRES TO BE PULLED TAUT WITH GALV. TURNBUCKLE, 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE, SET STAKES 120° AROUND PLANT PIT AVALUME The EMCO Avalume is a roctoll arts lumtrleke donned by le sleek rounded prods and rugged canMrtnction. The housing Is acne - pace, diecasl aluminum and mounts dlrsdy to a pole or well without the now 012 saparala aWPI arm. The muNMxged rc*W duplicating optical Wmarre provide IEs Types III and IV dieldb Bova. The doer frame is sktgle•pece diecast aluminum and relalns W opttcaly clear tapered Nat glass lens. The luinirwks Is completely as" and gasketed preventing irtrusbn from moisture, duel and insects. The Alatiume luminaires are finished with a We and abrasion resistant TOIC posdorcoal. PRUM oowioAmx 10N DWrAMMION WATTAGE VOLTAGE FOO M OPTIONS Eater lire aim woe into the 3pxorXlal6 Cox above 1y01e ciarow reserves Ire [I'l 10 refuse a 00flkgur5t0r; ,Of ail wrn01na110n9 dl K1 wrl.twall the ValkRaterbnoteshalow (Or a(GUSIOns aid !!m,lalonc For quastors a cancarns, please censor 116 YM40rl 1 Single Pole Mount 3 IES Type III 2 TvAn Pole Mount at 180° F IES TWO IV Forward Throw 21160 Twin Pole Mount at 90 3 3-way Pole Mount at go' NOTE: AN raf dCfe shlp Ile Type F. 30120° away Pole Mount at 120" Pbm vel of an Inset eomerta the rosedor to Type S 4 4 -way Pole Mount W Wall Mount Will Wall Mount with Surface Conduit 160MPS 100MM' 26OPSMN 120 260MPS 1501MN' 320PSMM 206 400MPS 176tH 350PSMM kips Wittat N.auQ fe sxvu;r, 240 260MN 40OP9MH PSM14 - Putse Starr MAtar Heroe 277 400MM' ass FP8 mogul base em; 347 400 IN xx NTS BRP Bronze Paint ELECTRICAL: Each high power factor ballast is the separaterectilineararealuminairedefinedbyitssleekroundedprofileand HIS External House Side Shield NOTES:BLP Blade Pakt LF In Fusing (Kit hwaWges to - Una Fuses) 1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS WP White Paint PC Loaning Type Photocortrd Raced" w / Photoco trd (Not awdabta wim 480th OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE NP N Aluminum Pai PCR Locking Type Photocontrol Recept CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY,map Beige Paint Mir MaatArm Fitter (Rsquiras2."Io.DMasnArm) LABELS: All luminaires bear U.L. or C.U.L. (where applicable) Wetsealedwithanextrudedone -piece memory retentive extruded OC Optional Color Pa PTF2 Pole Top Filter 2.375 "X4" 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR Specify RAC desipancr w Cx - PAI-70124 PTF3 Pots Top Fitter 3" - 3 5"X 6" INCURRED DURING, achieve specific photometric distributions. Optical systems are of Sc special color Pai PTF4 Polo Top Filter 3.5" -4•X6° PLANTING PROCESS.S"wit/Masnsuppy0010 rip;as QuaniZStandby ( 150wMA01min. Nutevae'aDiewan4&V7 WO Win Guard POLY External Polyearbonats Shield (250 wmaxrmum) E TREE STAKING OPTIONS LO -002 13 SECTION N.T .S.0!CODynght EMCO Lohling 2004 -2005 All Rights Reserved !ntarneoonm i,wyhght 3e6utad WOO Ugntirq rosomas IM night a ehsnor motor*& or EAICO Lighting 0001227-075R 2681 Alvarado Skeet 51013578000 in Colilartiamodih/ the design of produe wnhout roohcaaon as parr o con ng praduo Iminu: ! prmmment program M company s WENCOSanLeandro. CA 54577 Fax: 510,'3573066 _. LIGHTINGwww.eilelghlrng.ctxn =-LIGHTING Genlyle 0ompam 3215- _kABJ.` LIGHTING DETAILS nl IT ^l Ir-TA TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SIDE I[_ REFER TO TREE E STAKING DETAIL 13 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED r' " REFER TO ROOTBALL PIT DETAIL ROOTBALL • , A IA NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE LO -006 Jtt.% I IUN AVALUME NTS GENERAL SPECIFICATIONS: Each Emco Avalume luminaire is a ELECTRICAL: Each high power factor ballast is the separaterectilineararealuminairedefinedbyitssleekroundedprofileandcomponenttype, capable of providing reliable tamp starting down toruggedconstruction.20° F. Component to component wiring within the luminaire will HOUSING: The housing is one -piece diecast aluminum, and carry no more than 90 percent of rated current and is listed by U.L. for use at 600 VAC at 150° C or higher. Plug disconnects are listed mounts directly to a pole or wall without the need of a separate by U.L. for use at 600 VAC, 15 A or higher. support arm. The low profile rounded form reduces the E.P.A. a wo a Effective Projected Area) of the luminaire to only 1.1 square feet.FINISH: Each standard color luminaire receives a fade and DOORILENS ASSEMBLY: The door frame is single - piece diecast abrasion resistant electrostatically applied thermally cured trigycidal isocynurate (TGIC) textured polyester powderooat finish.aluminum and retains an optically clear tempered flat glass lens.Standard colors include Bronze (BRP), Black (BLP), White (IlThediecastaluminumlensframehingesdownfromthehousingNaturalAluminum (NP). Consult factory for specifications onandissecuredbyastainlesssteellanyardandhingepin. The custom colors, tempered flat glass lens is mechanically secured with four (4) retainers. The electrical and optical chambers are thoroughly LABELS: All luminaires bear U.L. or C.U.L. (where applicable) Wetsealedwithanextrudedone -piece memory retentive extruded Location labels. Silicone gaskat to prevent ntrusim from moisture, dust, insects and V other contaminants. OPTICAL SYSTEMS: The segmented reflector system consists of two tiers of highly specular aluminum facets, precisely aligned to achieve specific photometric distributions. Optical systems are of the foced position We with the lampholder be positioned on the Pq arm -side of the luminaire. The position- oriented mogul base lampholder is glazed porcelain with a nickel plated screw shell. s.3a" 137mm I 6.8:" -- - 16.50" 16.00" - 174mm I 41gmm 406mm EPA (ft=) 1 2 3/4 1.1 2.2 2.7 with House Side Shield 1 2 2[4 1.2 2.2 3.2 i I pvagh! FM. C I mhtrg 7fxr4 na All Rights 'iasarvoe Intemstejr,Al Eli UgtMing 8W P27-0758opvngn. Set ed WGr` LIgM ng esen•es Iho right Ia change maunela or dar 2661 AlvaradoAlvarado 510135743, in C01ikXftB JJEMC0dtyhempofsp.dd'JV nou! n rnircehcn at elan ol'he Company's San Leandro, Si 54577 Fax 5101307 - 3088ct .:wiry once .. ..roveme. nrcgren www.sileiighrft.corn LIGHTING n ?anl}'Ie QCOlparri N.T.S. vv I VI ILL. 1 V 1. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 3. IMMEDIATELY SOAK PLANT WITH WATER. 4. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB AS SPECIFIED ON SHEET 6) 4" MIN. x'_._.11111_._, •;,:;,..: 11111 =11111 = 11111` REFER TO ROOTBALL PIT DETAIL A 13 1 SHRUB PLANTING LD -007 JtL; I IUN 2" MIN. - 3" MIN. - FINISHED GRADE 0 N 0 Cl) SECTION LIGHT POLE FOUNDATION N.T.S. Ao -014 PLAN ANL) StC I IUN N.T.S. PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBSANDGROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATEDONTHEDRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND /OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION,CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL. SAVE SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2, EDGE BED AND MULCH AREAS. 3. MULCH SHALL BE DOUBLE- SHREDDED HARDWOOD, 4. WATER THOROUGHLY. H:), LANDSCAPE NOTES LD -003 ROOTBALL 445 BARS 4' -6" LONG 844 TIES 363" 0. C. - TOP 5012" O.C. REST 4 ANCHOR - BOLTS SIZED PER MANUF. CONDUIT TYP.) COPPER GROUND 3000 PSI REINF, CONCRETE NOTES: 1. CONTRACTOR TO REFER TO MANUFACTURER FOR VERIFICATION OF BOLT PATTERN AND GROUNDING REOURIEMENTS, 2. CONTRACTOR TO COORDINATE PLACEMENT OF SYSTEM -WIDE PHOTOCELL WITH LANDSCAPE ARCHITECT, TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t434-979-7522 f: 434 -977 -1194 www.mckelecarson.com McKee Corson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the Property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without flat obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OF ROBER B. McKEE 0 CERTI TE No. 147 W Opt M..L D A4ti P NTS a 02/27/06 Project No.:0312 Designed:SRK 6" MAX.X . FINISHED z GRADE a wo a O Z 0 4 r II 2 5" MIN PLAN SECTION LIGHT POLE FOUNDATION N.T.S. Ao -014 PLAN ANL) StC I IUN N.T.S. PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBSANDGROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATEDONTHEDRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND /OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION,CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL. SAVE SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2, EDGE BED AND MULCH AREAS. 3. MULCH SHALL BE DOUBLE- SHREDDED HARDWOOD, 4. WATER THOROUGHLY. H:), LANDSCAPE NOTES LD -003 ROOTBALL 445 BARS 4' -6" LONG 844 TIES 363" 0. C. - TOP 5012" O.C. REST 4 ANCHOR - BOLTS SIZED PER MANUF. CONDUIT TYP.) COPPER GROUND 3000 PSI REINF, CONCRETE NOTES: 1. CONTRACTOR TO REFER TO MANUFACTURER FOR VERIFICATION OF BOLT PATTERN AND GROUNDING REOURIEMENTS, 2. CONTRACTOR TO COORDINATE PLACEMENT OF SYSTEM -WIDE PHOTOCELL WITH LANDSCAPE ARCHITECT, TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t434-979-7522 f: 434 -977 -1194 www.mckelecarson.com McKee Corson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the Property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without flat obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OF ROBER B. McKEE 0 CERTI TE No. 147 W Opt M..L D A4ti P Revisions: - 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Scale:NTS a 02/27/06 Project No.:0312 Designed:SRK N O A 4 x aS°V Pq gU Revisions: - 1.05/30/06 County Comments 2.08/25/06 County Comments 3.05/04/07 Comments Scale:NTS Date:02/27/06 Project No.:0312 Designed:SRK decked:RBM Sheet No Of: 14