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Home My WebLink AboutSDP200200091 Plan - Approved Minor Amendment 2002-10-28Location Map Scale.- 1"=2000' I, LIJ w O RIVER - Q r( BEND = r DRIVE SO 1116) OR/ SAlq4%TOA i 0) � 1 --- _ I W.C.B.R/-SITE M,J,H. GLENORCHY P.J.P, 250 64 STATE FARM BLVD. (S.R. 1117) 112 Albemarle County, Virginia 1 C� July 2002 Based on plans dated 15 September 2000 Pry spared For. - Amer ican or:American6',enior Housing, L.C. General Partner for Pantops Place, L.P. 3739-C Pickett Road Fairfax, Virginia 22031-3603 ,A1 IO ! I r, CONSULTING ENGINEERS LANDSCAPE ARCHITECTS i • 301 EAST HIGH STREET' CHARLOTTESVILLE, 1 9 fax:/ I. • f. Sheet Index COVER SHEET CONTEXT MAP LAYOUT PLAN LAYOUT PLAN GRADING AND UTILITIES PLAN GRADING AND UTILITIES PLAN WATERLINE PROFILES STORM DRAIN PROFILES STORM DRAIN PROFILES SANITARY SEWER PROFILLIJ LANDSCAPING AND LIGHTING PLAN LANDSCAPING AND LIGHTING PLAN PHOTOMETRIC PLAN IRRIGATION PLAN DEMOLITION PLAN AND SITE ENLARGEMENTS SITE DETAILS LANDSCAPE, LIGHTING, AND SITE DETAILS - UTILITY DETAILS - EROSION AND SEDIMENT CONTROL PLAN - EROSION AND SEDIMENT CONTROL DETAILS Site Data ESTIMATED TRAFFIC GENERATION: INDEPENDENT LIVING 81 UNITS X 6 VPD/UNIT : 486 VPD. General Notes SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, REPAIRS OR REPLACEMENTS 2 UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -- -_ _- LNend AND COMMUNITY DEVELOPMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER, OVERHEAD CLASS UIL 8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS 14, ALL TURF AREAS OUTSIDE THE LIMITS OF WORK THAT ARE IMPACTED OR DIISTURBED BY REINFORCED CONCRETE REINFORCED CONCRETE PIPE` ITEM EXISTING PROPOSED OWNER/DEVELOPER: AMERICAN SENIOR HOUSING, !.C. GENERAL "CONSTRUCTION PROCEDURES & PROTOCOL TYP EXCEED ONE HALF (1/2) FOOT CANDLE. WATER AND SANITARY SEWER CONTRACTOR VEHICLESEQUIPMENT, OR ACTIVITY SHALL BE REPAIREDREGRADED, , , UNDERGROUND VIRGINIA DEPARTMENT OF TRANSPORTATION LOW POINT ON THE INLET, GENERAL PARTNER FOR PAN TOPS PLACE, L,P, 1, THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OVNNER AND 1. PAVED, RIP -RAP OR STABILIZATi.. N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SI ��`,r,;_`-" ; UTHORITY BENCH MARK REVISIONS: 4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN 3739-C PICKETT ROAD MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR THE BUILDING CONTRACTOR, PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S ACCORDANCE WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYINaa Tris`: >'i?r''FP PROPERTY-RoW LINE 4. 08/30/01 OWNER, PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMODATED AT THE SITE, FAIRFAX, VIRGINIA 22031-3603 PER EDG FROM ADJACENT ROADS. 6. 11/15/01 ACSA COMMENTS DESIGNEE, IT IS DEEMED NECES,"ARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK SETBACK LINE THE BUILDING WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE COUNTY COMMENTS 2. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED, AND SUPPRESSION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 'THE ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION, ZONING: TMP 78/55A5,TMP 78/55A(1) - PRD W/ SPECIAL MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR, 2. ALL TRAFFIC CONTROL SIGNS �, -IALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSE[) WORK ARE ROADS AND PAVING USE PERMIT FOR ASSISTED LIVING, ZMA-99-01 AS PROFFERED 12, TRAFFIC CONTROL DEVICES. NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE 0NLY CONTOUR - - - - - - TAX MAP / PARCEL; 78/55A5 AND 78/55AN 3. DEVIATIONS FROM, OR CHANGES TO, THESE PLANS WILL NOT BE ALLOWED UNLESS INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL 13. THIS DEVELOPMENT WAS GRANTED A VARIANCE TO ALLOW FOR CURVILINEAR PARKING AND APPROXIMATELY CORRECT THE CONTRACTOR SHALL, ON HIS OWN 1NITI.g, T`: /r LOCATE INDEX CONTOUR 10 MAGISTERIAL DISTRICT; RIVANNA APPROVED BY THE ENGINEER. 3 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. BUILDING - - ® - ® - m - ® a ® - m SETBACKS; FRONT 25', SIDE 15', REAR 20' 4, THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON PIPE - CLASS 111. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATERAND FENCE GUARD RAIL - - - X - - - -6- - - � - X X X X - A 15' CONSERVATION EASEMENT HAS BEEN SET ASIDE THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP 4. ALL EXCAVATION FOR UNDERGR 1UND PIPE INSTALLATION MUST COMPLY WITH OSHA SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALFBEMAR,'__F 000NTY PAVEMENT --------------- WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ALONG THE SOUTHERNMOST PROPERTY LINE AS A BUFFER, ALL PAVING AND DRAINGAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS A SEPARATE SUBMISSION IS TO BE MADE BY A THIRD PARTY FOR THE DESIGN AND INSTALLATION STANDARDS FOR THE CONSTRU TION INDUSTRY (29 CFR PART 1926), ANY CLEARING, GRADING OR OTHER CONSTRUCTION, SERVICE AUTHORITY ON JANUARY 15, 1998, TREE LINE OF A PUBLIC SANITARY SEWER EXTENSION TO THIS SITE TO SERVE THE PROPOSED DEVELOPMENT. DWELLING UNITS: 83 INDEPENDENT LIVING APARTMENTS/110,000 SF MAX, 3. ON THESE DRAWINGS, 16 PRIOR TO ANY DIVISION OF OWNERSHIP OR SUBDIVISION OF THIS PARCEL, A COMMUNITY ASSOCIATION 4, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED GAS LINE WATER MAIN - G - - G - - W- - - W- 54 -TWO BEDROOM UNITS AND 29 ONE BEDROOM UNITS 5, THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO GRADING/EXCAVATION FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL WATER VALVE 0- W- APARTMENTS ARE RENTAL UNITS THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, 1, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. STORM SEWER SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE O\VVNER AND WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND, UNLESS OTHERWISE SANITARY SEWER INLET - S - - _S_ - S S - MAX. N0. 5 ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR STIPULATED OR RECQUIRED, SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING 5. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUT&OL vt ROADSIDE � _ � EMPLOYEES: PROCEEDING WITH WORK, OR OTHER CONSTRUCTION. DITCHES. MANHOLE UTILITY POLE S- - - �-� O S � PARKING REQUIREMENTS: REQUIRED: 6, THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 6. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR TELEPHONE PEDESTAL O Q CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCILUDING EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL THE VALVE DURING A FUTURE EXTENSION OF THE LINE, OVERHEAD ELECTRIC INDEPENDENT LIVING (ELDERLY APARTMENTS) 108 SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTRACTUAL OBLIGATIONS BE: I WEEN CONTRACTOR AND OWNER, OWNER TO NOTIFY OVERHEAD TELEPHONE - T- - _ T- _86 86 UNITS (REQ, 1,25 PER UNIT) CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR ENGINEER OF THE OUTCOME OF CONTRACTOR'S EARTWORK/GRADING ESTIMATE. 7. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE EASEMENT BITUMINOUS PAVEMENT 113 SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLIESS FIELD, A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS PAVEMENT 5 EMPLOYEES (REQ. 1 PER EMPLOYEE) 5 FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE 3 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA PONCRETE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE CURB PARKING PROVIDED; 134 "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH A.C,S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION, CURB W/ GUTTER H/C RAMP A (DOES NOT INCLUDE 3 LOADING SPACES) EARTH -MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. 7. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND 8. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED, WALL AREA STATISTICS COMPLETED WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT RESPONSIBLE 4. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK BLASTING, SWALE/DITCH ® ® FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN RIP RAP BUILDING FOOTPRINT: 35,099 SF 6,6 % AND DISPOSAL. PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII, PAVED AREA: 52,851 SF 9.9 % 8. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION;, THE 5, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF 10. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED, TOTAL IMPERVIOUS AREA: 87,950 SF 16.5 % CONTRACTOR SHALL VERIFYTHE EXISTENCE AND LOCATION OF, OR THE NOMI- PAVED AREAS. EXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE COMMON OPEN SPACE: 444,266 SF 83.5 % FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR MISCELLANEOUS ,� �1 reyi do Abbreviations DRAINAGE OUTFALL, PIPE SHALL BE MIN, 6" DIAMETER AND CONFORM TO VDOT TOTAL AREA: 532,216 SF 100 % 9, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING STANDARD SB -1, NOTIFY ENGINEER IN ALL CASES, 1, ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTIONTO PERMIT REVISIONS TO PLANS IF SAME TO OWNER, ARCHITECT, AND ENGINEER FOR COORDINATION AND COMPLIANCE RECREATIONAL AREA TO BE COORDINATED WITH COUNTY AGENT NECESSARY, THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS 7. ALL SLOPES AND DISTURBED AREAS SHALL BE FERTILIZED, SEEDED, AND MULCHED, WITH SITE IMPROVEMENTS. MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2;1. WHERE POSSIBLE, LESSER SLOPES OF B&B BALLED AND BURLAPPED MAXIMUM HEIGHT OF STRUCTURES: 45' PRECA'.)TIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON AND ANY 4;1 OR BETTER SHALL BE ACHEVED. SLOPES GREATER THAN 3;1 WILL ALSO REQUIRE 2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER BC BASE OF CURB OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE SLOPE STABILIZATION MATTINC, CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CBR CALIFORNIA BEARING RATIO CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY' EXISTING CONSTRUCTION SITE. CAL CALIPER Site ics UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING 8. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6" CG -2 VDOT STANDARD CURB AND GUTTER TYPE 2 �-- peci __-- CONSTUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE UTILITY COMPANY, OWNER, BELOW GROUND FLOOR INTEROR FINISH FLOOR ELEVATION (FFE), GRADES SHALL MINOR SITE PLAN AMENDMENT CG -6 VDOT STANDARD CURB AND GUTTER TYPE 6 AND ENGINEER, SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 1. REVISIONS DATED 7/12/02 REFLECT CHANGE TO INTERNAL USE OF BUILDING, AN INCREASE IN CG -12 VDOT STANDARD CURB AND GUTTER TYPE 12 1. DATUM; USGS. PROPOSED/EXISTING GRADES, A DITCH OR OTHER MEANS OF CONVEYANCE NUMBER OF UNITS AND REQUIRED PARKING, A DECREASE IN PARKING PRC'',!L?ED, AND UTILITY DI DROP INLET 10. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE CONTRACTOR'S EXPENSE ADEQUATELY CHANNELS RUN -('FF AWAY FROM THE STRUCTURE, DIA DIAMETER 2. TOPOGRAPHIC INFORMATION FROM THOMAS B, LINCOLN LAND SURVEYOR, INC. AND COMPLETED WITH THE SITE WORK, THE DEVELOPER SHALL BE NOTIFIED AS TO THE MODIFICATIONS. DIP DUCTILE IRON PIPE CHARLOTTESVILLE, VA, DATED 9/28/98, BENCHMARK: PK NAIL SET IN BASE OF 36" POPLAR. RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION, ADEQUATE AS -BUILT 9. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE DS DOWNSPOUT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR. OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT EP EDGE OF PAVEMENT ELEVATION 518.01. IS DEEMEND NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, FFE FINISHED FLOOR ELEVATION 3. BOUNDARY INFORMATION FROM PLATS OF RECORD BY THOMAS B. LINCOLN LAND 11, CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY FL FLOW LINE SURVEYOR, INC. CHARLOTTESVILLE, VA, DATED 7/25/00 LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING 10, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA GFCI GROUND FAULT CIRCUIT INTERUPTER DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), HP HIGH POINT 4. LAND USE: PLANNED RESIDENTIAL DEVELOPMENT EXCAVATION OR DEMOLITION, STORM DRAINAGE ID LP INSIDE DIAMETER LOAN POINT THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 12. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE 1, UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE RANCOR HI -Q. VDOT MH MANHOLE 5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -0 HIGH DENSITY MAX MAXIMUM R NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. POLYETHYLENE (HDPE) PIPE MIN MINIMUM 13, ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) 7. ESTIMATED TRAFFIC GENERATION: INDEPENDENT LIVING 81 UNITS X 6 VPD/UNIT : 486 VPD. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, REPAIRS OR REPLACEMENTS 2 UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE OD DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER, OVERHEAD CLASS UIL 8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS 14, ALL TURF AREAS OUTSIDE THE LIMITS OF WORK THAT ARE IMPACTED OR DIISTURBED BY REINFORCED CONCRETE REINFORCED CONCRETE PIPE` TBR AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT DEPARTMENT OF ZONING TC 3 STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE TOP FACE OF TH E'. TYP EXCEED ONE HALF (1/2) FOOT CANDLE. ROBERT B. MCKEE CONTRACTOR VEHICLESEQUIPMENT, OR ACTIVITY SHALL BE REPAIREDREGRADED, , , UNDERGROUND VIRGINIA DEPARTMENT OF TRANSPORTATION LOW POINT ON THE INLET, YARD DRAIN AND RESEEDED, 9. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE jONAL REVISIONS: 4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN 1, 01/15/01 COUNTY COMMENTS MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR 15, PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE VIRGINIA DEPARTIMEi> i OF HEALTH ACCORDANCE WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE VIRGINIA SHEILDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY 4. 08/30/01 OWNER, PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMODATED AT THE SITE, A 2 -INCH LOCAL DEPRESSION. PER EDG FROM ADJACENT ROADS. 6. 11/15/01 ACSA COMMENTS ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 5. UNLESS OTHERWISE SPECIFIED, ALL ROOFDRAINS SHALL BE TIED INTO EXISTING AND/OR 10. THE BUILDING WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE COUNTY COMMENTS PROPOSED STORM SEWERAGE SYSTEMS, COORDINATE INTEGRATION OF SYSTEM WITH SUPPRESSION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 'THE ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION, CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA 11. THE BUILDING WILL BE ADA HANDICAPPED ACCESSIBLE, DEPARTMENT OF TRANSPORTATION (VDOT), THIS PLAN AS DRAWN MAY NOT ACCURATELY ROADS AND PAVING REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES (OCCUR, THE 12, MAIL WILL BE DELIVERED TO A CENTRAL LOCATION INSIDE THE BUILDING, REQUIREMENTS OF THE PERMIT SHALL GOVERN, 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL 13. THIS DEVELOPMENT WAS GRANTED A VARIANCE TO ALLOW FOR CURVILINEAR PARKING AND 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS :SHALL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY DISTURBANCE OF CRITICAL SLOPES AS PART OF THE PRELIMINARY PLAN APPROVAL. CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT NOTED, FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 14. THIS DEVELOPMENT REQUIRES FINAL APPROVAL FROM THE ALBEMARLE COUNTY ARGHITEGTUAL REVIEW BOARD. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 2. ALL PAVING AND DRAINGAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL 15. A SEPARATE SUBMISSION IS TO BE MADE BY A THIRD PARTY FOR THE DESIGN AND INSTALLATION ANY CLEARING, GRADING OR OTHER CONSTRUCTION, CONFORM TO CURRENT VDOT STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED, OF A PUBLIC SANITARY SEWER EXTENSION TO THIS SITE TO SERVE THE PROPOSED DEVELOPMENT. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MIULCHED, 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CIBR 16 PRIOR TO ANY DIVISION OF OWNERSHIP OR SUBDIVISION OF THIS PARCEL, A COMMUNITY ASSOCIATION THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL;VERTICA L). WHERE REASONABLY TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE OF THE BUILDING OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL or- ENVELOPES. EENVELOPES. OWNERS OF THE DEVELOPMENT SHALL BE MEMBERS OF THIS COMMUNITY ASSOCIATION. MADE BY THE ENGINEER. 4, ALL PAVEMENT MARKINGS TO BE REFLECTQRIZED. ALL PAVEMENT MARKINGS TO MEET LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD LATEST EDIITION, ` A 5 �) 2__ OC ON CENTER OD DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT OH OVERHEAD PVC POLYVINYL CHLORIDE DEPARTMENT OF ENGINEERING RC RCP REINFORCED CONCRETE REINFORCED CONCRETE PIPE` TBR TO BE REMOVED DEPARTMENT OF ZONING TC TOP OF CURB � y TYP TYPICAL ROBERT B. MCKEE UG VDOT UNDERGROUND VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE OFFICER YARD DRAIN YD ALBEMARLE COUNTY SERVICE AUTHORITY jONAL REVISIONS: 1, 01/15/01 COUNTY COMMENTS .J r COUNTY COMMENTS VIRGINIA DEPARTIMEi> i OF HEALTH 3. 07/31/01 VIRGINIA DEPARTMENT OF TRANSPORTATION MFR MANUFACTURER OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PVC POLYVINYL CHLORIDE ®F RC RCP REINFORCED CONCRETE REINFORCED CONCRETE PIPE` TBR TO BE REMOVED /d TC TOP OF CURB � y TYP TYPICAL ROBERT B. MCKEE UG VDOT UNDERGROUND VIRGINIA DEPARTMENT OF TRANSPORTATION NO, 7783 �,o ��►� YARD DRAIN YD jONAL REVISIONS: 1, 01/15/01 COUNTY COMMENTS 2, 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS Sheet No.: 4. 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EDG 6. 11/15/01 ACSA COMMENTS 7. 07/25/02 MULTI -SOURCE 8. 08/30/02 COUNTY COMMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TER- UILOIN ir- WE PIR 1. 01/15/01 COUNTY CON24ENTS 2. 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDG 7. 08/30/02 COUNTY COMMENTS n rncuM/mntl/ /MMr-r-/-i /-\nxL/mo vv/u Mt rt:nr-unmcu rmun /u rMLuIVI/mnn/ m/t: rL*m *rrNuvAL. THE OWNER SHALL SHARE IN THE COST OF ANY COMPREHENSIVE TRAFFIC STUDY DEEMED NECESSARY ^� � / Proffers SHALL BE BASED ON A PRO -RATE SHARE OF THE TRAFFIC VOLUME CONTRIBUTED TO THE SITE AS DETERMINED ~- BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT, AT THE REQUEST OF VDOT, THE OWNER WILL ENTER Checked: INTO AN AGREEMENT AMONG ALL PARTIES WHOSE PROPERTY DOES OR WILL CONTRIBUTE TRAFFIC TO THE ~.--' PANTOPS MOUNTAIN ROAD/ROUTE 250 INTERSECTION, TO MAKE A PRO -RATA FINANCIAL CONTRIBUTION TOWARD ' THE INSTALLATION OF IMPROVEMENTS RELATED TO THE S|GNAL|ZAT0N OF THE INTERSECTION, 1DEVELOPMENT OF THE SITE WILL BE IN GENERAL CONFORMITY WITH THE PLAN ENTITLED, ^PANT0PS PLACE - -�j If I PRELIMINARY PLAN" DATED FEBRUARY 22, 1999 AND REVISED OCTOBER 18, 1999, HEREIN REFERRED TO AS THE ' APPLICATION PLAN, (b) THE OWNER SHALL PROVIDE AND MAINTAIN AN ASPHALT PATH OF NO LESS THAN 5 FEET TO CONNECT TO AN ON-SITE TRAIL SYSTEM AT WESTMINSTER CANTERBURY' IF PERMISSION IS GRANTED BY WESTMINSTER ff CANTERBURY FOR SUCH A CONNECTION, 2, RESIDENTIAL DENSITY LIMITS WILL BE AS FOLLOWS: FOR PANTOPS 5. DURING CONSTRUCTION OF THE FIRST PHASE OF THE DEVELOPMENT' THE OWNER SHALL PERFORM GRADING `-' THE BUILDING(S) CONTAINING THE ASSISTED LIVING AREA AND THE INDEPENDENT LIVING UNITS WILL BE NO CR0S'S-SECT0N~ ROADWAY, IF THE GRADING FOR THE SIDEWALK WOULD RESULT IN THE SIDEWALK BEING ON GREATER THAN 110.000 SQUARE FEET. THE TOTAL NUMBER OF ASSISTED LIVING UNITS AND INDEPENDENT ^-- LIVING UNITS TOGETHER SHALL NOT EXCEED 100; HOVVEVER, UP TO TWELVE OF THE ASSISTED L|Y|N8 UNITS 6, MAY BE TWO BEDROOM UN/T8. COMMON BOUNDARY WITH THE 8LENORCHY SUBDIVISION AS SHOWN ON THE APPLICATION PLAN, THE EASEMENT WILL BE PROVIDED AT CONSTRUCTION OF IMPROVEMENTS, THE PURPOSE OF THIS EASEMENT WILL BE TO ENSURE ---~ �\ INDEPENDENT LIVING COTTAGES MAXIMUM 30 UNITS -` . AREA. ONLY LIMITED GRADING AS SHOWN ON THE APPROVED SITE PLANS' AND ONLY THAT VVH|OH DOES NOT REQUIRE THE REMOVAL OF TREES, SHALL BE PERMITTED, NEW BENEFICIAL PLANT MATERIAL MAY BE SENSITIVELY INTRODUCED TO AUGMENT THE EFFICACY OF THE HEDGEROW AS A SCREENING ELEMENT, PEDESTRIAN ACCESS TO THIS AREA SHALL NOT BE RESTRICTED, -------_- 7. THE OWNER SHALL PROVIDE SUPPLEMENTAL SCREENING TO THE SATISFACTION OF THE ALBEMARLE COUNTY -` PLANNING STAFF. IN ADDITION TO THAT REQUIRED IN SECTION 32.7.9.8 OF THE ZONING ORDINANCE TO ENSURE THAT THE SERVICE AREAS FOR PROPOSED BUILDINGS WILL BE PROPERLY SCREENED FROM THE GLENORCHYSUBDIVISION, THIS LANDSCAPING SHALL BE SHOWN ON THE LANDSCAPING PLAN TO BE SUBMITTED WITH THE D.6 1281 P, 151 FINAL SITE DEVELOPMENT PLAN FOR THIS SECTION, 8. THE OWNER WILL SHOW THE 25% OPEN SPACE ON THE PRELIMINARY AND FINAL SITE PLANS AND PRESERVE AND/OR IMPROVE, FOR RECREATIONAL AND AMENITY PURPOSES, ALL OF THAT LAND WHICH LIES EAST OF THE INTERMITTENT STREAM WHICI TRANSECTS THE SITE, THE LAND WILL REMAIN IN ITS CURRENT STATE EXCEPT AS DEEMED NECESSARY FOR "ClE POTENTIAL CONSTRUCTION OF A POND, WALKING PATHS AND OTHER RECREATIONAL 9. A COMMUNITY ASSOCIATI-ON WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE OF THE BUILDING ENVELOPES, CWNERS OF THE DEVELOPMENT SHALL BE MEMBERS OF THIS COMMUNITY ASSOCIATION, ,ART A �z�EF� RSO HOSPITAL PEO T TES J BY as� ROUTE' (ENTRANCE CORRIDOR -F EFFPE ER S N PL ACEVI n rncuM/mntl/ /MMr-r-/-i /-\nxL/mo vv/u Mt rt:nr-unmcu rmun /u rMLuIVI/mnn/ m/t: rL*m *rrNuvAL. THE OWNER SHALL SHARE IN THE COST OF ANY COMPREHENSIVE TRAFFIC STUDY DEEMED NECESSARY ^� SUBSEQUENT TO THE REVIEW OF THE PRELIMINARY TRAFFIC ANALYS|S, THE AMOUNT OF PARTICIPATION Proffers SHALL BE BASED ON A PRO -RATE SHARE OF THE TRAFFIC VOLUME CONTRIBUTED TO THE SITE AS DETERMINED ~- BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT, AT THE REQUEST OF VDOT, THE OWNER WILL ENTER Checked: INTO AN AGREEMENT AMONG ALL PARTIES WHOSE PROPERTY DOES OR WILL CONTRIBUTE TRAFFIC TO THE ~.--' PANTOPS MOUNTAIN ROAD/ROUTE 250 INTERSECTION, TO MAKE A PRO -RATA FINANCIAL CONTRIBUTION TOWARD ' THE INSTALLATION OF IMPROVEMENTS RELATED TO THE S|GNAL|ZAT0N OF THE INTERSECTION, 1DEVELOPMENT OF THE SITE WILL BE IN GENERAL CONFORMITY WITH THE PLAN ENTITLED, ^PANT0PS PLACE - -�j OPPOSITE THE NEW ENTRANCE TO THE MARTHA JEFFERSON OFFICE BUILDING DEVELOPMENT ON PANTOP8 PRELIMINARY PLAN" DATED FEBRUARY 22, 1999 AND REVISED OCTOBER 18, 1999, HEREIN REFERRED TO AS THE ' APPLICATION PLAN, (b) THE OWNER SHALL PROVIDE AND MAINTAIN AN ASPHALT PATH OF NO LESS THAN 5 FEET TO CONNECT TO AN ON-SITE TRAIL SYSTEM AT WESTMINSTER CANTERBURY' IF PERMISSION IS GRANTED BY WESTMINSTER ff CANTERBURY FOR SUCH A CONNECTION, 2, RESIDENTIAL DENSITY LIMITS WILL BE AS FOLLOWS: FOR PANTOPS 5. DURING CONSTRUCTION OF THE FIRST PHASE OF THE DEVELOPMENT' THE OWNER SHALL PERFORM GRADING `-' THE BUILDING(S) CONTAINING THE ASSISTED LIVING AREA AND THE INDEPENDENT LIVING UNITS WILL BE NO CR0S'S-SECT0N~ ROADWAY, IF THE GRADING FOR THE SIDEWALK WOULD RESULT IN THE SIDEWALK BEING ON GREATER THAN 110.000 SQUARE FEET. THE TOTAL NUMBER OF ASSISTED LIVING UNITS AND INDEPENDENT ^-- LIVING UNITS TOGETHER SHALL NOT EXCEED 100; HOVVEVER, UP TO TWELVE OF THE ASSISTED L|Y|N8 UNITS 6, MAY BE TWO BEDROOM UN/T8. COMMON BOUNDARY WITH THE 8LENORCHY SUBDIVISION AS SHOWN ON THE APPLICATION PLAN, THE EASEMENT WILL BE PROVIDED AT CONSTRUCTION OF IMPROVEMENTS, THE PURPOSE OF THIS EASEMENT WILL BE TO ENSURE ---~ �\ INDEPENDENT LIVING COTTAGES MAXIMUM 30 UNITS -` . AREA. ONLY LIMITED GRADING AS SHOWN ON THE APPROVED SITE PLANS' AND ONLY THAT VVH|OH DOES NOT REQUIRE THE REMOVAL OF TREES, SHALL BE PERMITTED, NEW BENEFICIAL PLANT MATERIAL MAY BE SENSITIVELY INTRODUCED TO AUGMENT THE EFFICACY OF THE HEDGEROW AS A SCREENING ELEMENT, PEDESTRIAN ACCESS TO THIS AREA SHALL NOT BE RESTRICTED, -------_- 7. THE OWNER SHALL PROVIDE SUPPLEMENTAL SCREENING TO THE SATISFACTION OF THE ALBEMARLE COUNTY -` PLANNING STAFF. IN ADDITION TO THAT REQUIRED IN SECTION 32.7.9.8 OF THE ZONING ORDINANCE TO ENSURE THAT THE SERVICE AREAS FOR PROPOSED BUILDINGS WILL BE PROPERLY SCREENED FROM THE GLENORCHYSUBDIVISION, THIS LANDSCAPING SHALL BE SHOWN ON THE LANDSCAPING PLAN TO BE SUBMITTED WITH THE D.6 1281 P, 151 FINAL SITE DEVELOPMENT PLAN FOR THIS SECTION, 8. THE OWNER WILL SHOW THE 25% OPEN SPACE ON THE PRELIMINARY AND FINAL SITE PLANS AND PRESERVE AND/OR IMPROVE, FOR RECREATIONAL AND AMENITY PURPOSES, ALL OF THAT LAND WHICH LIES EAST OF THE INTERMITTENT STREAM WHICI TRANSECTS THE SITE, THE LAND WILL REMAIN IN ITS CURRENT STATE EXCEPT AS DEEMED NECESSARY FOR "ClE POTENTIAL CONSTRUCTION OF A POND, WALKING PATHS AND OTHER RECREATIONAL 9. A COMMUNITY ASSOCIATI-ON WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE OF THE BUILDING ENVELOPES, CWNERS OF THE DEVELOPMENT SHALL BE MEMBERS OF THIS COMMUNITY ASSOCIATION, ,ART A �z�EF� RSO HOSPITAL PEO T TES J BY as� ROUTE' (ENTRANCE CORRIDOR -F EFFPE ER S N PL ACEVI n rncuM/mntl/ /MMr-r-/-i /-\nxL/mo vv/u Mt rt:nr-unmcu rmun /u rMLuIVI/mnn/ m/t: rL*m *rrNuvAL. THE OWNER SHALL SHARE IN THE COST OF ANY COMPREHENSIVE TRAFFIC STUDY DEEMED NECESSARY ^� SUBSEQUENT TO THE REVIEW OF THE PRELIMINARY TRAFFIC ANALYS|S, THE AMOUNT OF PARTICIPATION Proffers SHALL BE BASED ON A PRO -RATE SHARE OF THE TRAFFIC VOLUME CONTRIBUTED TO THE SITE AS DETERMINED ~- BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT, AT THE REQUEST OF VDOT, THE OWNER WILL ENTER Checked: INTO AN AGREEMENT AMONG ALL PARTIES WHOSE PROPERTY DOES OR WILL CONTRIBUTE TRAFFIC TO THE ~.--' PANTOPS MOUNTAIN ROAD/ROUTE 250 INTERSECTION, TO MAKE A PRO -RATA FINANCIAL CONTRIBUTION TOWARD ' THE INSTALLATION OF IMPROVEMENTS RELATED TO THE S|GNAL|ZAT0N OF THE INTERSECTION, 1DEVELOPMENT OF THE SITE WILL BE IN GENERAL CONFORMITY WITH THE PLAN ENTITLED, ^PANT0PS PLACE - -�j OPPOSITE THE NEW ENTRANCE TO THE MARTHA JEFFERSON OFFICE BUILDING DEVELOPMENT ON PANTOP8 PRELIMINARY PLAN" DATED FEBRUARY 22, 1999 AND REVISED OCTOBER 18, 1999, HEREIN REFERRED TO AS THE ' APPLICATION PLAN, (b) THE OWNER SHALL PROVIDE AND MAINTAIN AN ASPHALT PATH OF NO LESS THAN 5 FEET TO CONNECT TO AN ON-SITE TRAIL SYSTEM AT WESTMINSTER CANTERBURY' IF PERMISSION IS GRANTED BY WESTMINSTER ff CANTERBURY FOR SUCH A CONNECTION, 2, RESIDENTIAL DENSITY LIMITS WILL BE AS FOLLOWS: TO APPOINTMENTS, SHOPPING, AND OTHER DESTINATIONS, RESIDENTS 5. DURING CONSTRUCTION OF THE FIRST PHASE OF THE DEVELOPMENT' THE OWNER SHALL PERFORM GRADING `-' THE BUILDING(S) CONTAINING THE ASSISTED LIVING AREA AND THE INDEPENDENT LIVING UNITS WILL BE NO CR0S'S-SECT0N~ ROADWAY, IF THE GRADING FOR THE SIDEWALK WOULD RESULT IN THE SIDEWALK BEING ON GREATER THAN 110.000 SQUARE FEET. THE TOTAL NUMBER OF ASSISTED LIVING UNITS AND INDEPENDENT ^-- LIVING UNITS TOGETHER SHALL NOT EXCEED 100; HOVVEVER, UP TO TWELVE OF THE ASSISTED L|Y|N8 UNITS 6, MAY BE TWO BEDROOM UN/T8. COMMON BOUNDARY WITH THE 8LENORCHY SUBDIVISION AS SHOWN ON THE APPLICATION PLAN, THE EASEMENT WILL BE PROVIDED AT CONSTRUCTION OF IMPROVEMENTS, THE PURPOSE OF THIS EASEMENT WILL BE TO ENSURE ---~ �\ INDEPENDENT LIVING COTTAGES MAXIMUM 30 UNITS -` . AREA. ONLY LIMITED GRADING AS SHOWN ON THE APPROVED SITE PLANS' AND ONLY THAT VVH|OH DOES NOT REQUIRE THE REMOVAL OF TREES, SHALL BE PERMITTED, NEW BENEFICIAL PLANT MATERIAL MAY BE SENSITIVELY INTRODUCED TO AUGMENT THE EFFICACY OF THE HEDGEROW AS A SCREENING ELEMENT, PEDESTRIAN ACCESS TO THIS AREA SHALL NOT BE RESTRICTED, -------_- 7. THE OWNER SHALL PROVIDE SUPPLEMENTAL SCREENING TO THE SATISFACTION OF THE ALBEMARLE COUNTY -` PLANNING STAFF. IN ADDITION TO THAT REQUIRED IN SECTION 32.7.9.8 OF THE ZONING ORDINANCE TO ENSURE THAT THE SERVICE AREAS FOR PROPOSED BUILDINGS WILL BE PROPERLY SCREENED FROM THE GLENORCHYSUBDIVISION, THIS LANDSCAPING SHALL BE SHOWN ON THE LANDSCAPING PLAN TO BE SUBMITTED WITH THE FINAL SITE DEVELOPMENT PLAN FOR THIS SECTION, 8. THE OWNER WILL SHOW THE 25% OPEN SPACE ON THE PRELIMINARY AND FINAL SITE PLANS AND PRESERVE AND/OR IMPROVE, FOR RECREATIONAL AND AMENITY PURPOSES, ALL OF THAT LAND WHICH LIES EAST OF THE INTERMITTENT STREAM WHICI TRANSECTS THE SITE, THE LAND WILL REMAIN IN ITS CURRENT STATE EXCEPT AS DEEMED NECESSARY FOR "ClE POTENTIAL CONSTRUCTION OF A POND, WALKING PATHS AND OTHER RECREATIONAL 9. A COMMUNITY ASSOCIATI-ON WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE OF THE BUILDING ENVELOPES, CWNERS OF THE DEVELOPMENT SHALL BE MEMBERS OF THIS COMMUNITY ASSOCIATION, APPR TION -Li- OF P AN TOPS M TV ,ART A �z�EF� RSO HOSPITAL PEO T TES J BY as� ROUTE' (ENTRANCE CORRIDOR -F EFFPE ER S N PL ACEVI � — � ARL fj IPARdEl i" TMP 78-155A� ------------ ------------ APPROX. L TION P/ AOF u, n rncuM/mntl/ /MMr-r-/-i /-\nxL/mo vv/u Mt rt:nr-unmcu rmun /u rMLuIVI/mnn/ m/t: rL*m *rrNuvAL. THE OWNER SHALL SHARE IN THE COST OF ANY COMPREHENSIVE TRAFFIC STUDY DEEMED NECESSARY ^� SUBSEQUENT TO THE REVIEW OF THE PRELIMINARY TRAFFIC ANALYS|S, THE AMOUNT OF PARTICIPATION Proffers SHALL BE BASED ON A PRO -RATE SHARE OF THE TRAFFIC VOLUME CONTRIBUTED TO THE SITE AS DETERMINED ~- BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT, AT THE REQUEST OF VDOT, THE OWNER WILL ENTER Checked: INTO AN AGREEMENT AMONG ALL PARTIES WHOSE PROPERTY DOES OR WILL CONTRIBUTE TRAFFIC TO THE ~.--' PANTOPS MOUNTAIN ROAD/ROUTE 250 INTERSECTION, TO MAKE A PRO -RATA FINANCIAL CONTRIBUTION TOWARD ' THE INSTALLATION OF IMPROVEMENTS RELATED TO THE S|GNAL|ZAT0N OF THE INTERSECTION, 1DEVELOPMENT OF THE SITE WILL BE IN GENERAL CONFORMITY WITH THE PLAN ENTITLED, ^PANT0PS PLACE - -�j OPPOSITE THE NEW ENTRANCE TO THE MARTHA JEFFERSON OFFICE BUILDING DEVELOPMENT ON PANTOP8 PRELIMINARY PLAN" DATED FEBRUARY 22, 1999 AND REVISED OCTOBER 18, 1999, HEREIN REFERRED TO AS THE ' APPLICATION PLAN, (b) THE OWNER SHALL PROVIDE AND MAINTAIN AN ASPHALT PATH OF NO LESS THAN 5 FEET TO CONNECT TO AN ON-SITE TRAIL SYSTEM AT WESTMINSTER CANTERBURY' IF PERMISSION IS GRANTED BY WESTMINSTER ff CANTERBURY FOR SUCH A CONNECTION, 2, RESIDENTIAL DENSITY LIMITS WILL BE AS FOLLOWS: TO APPOINTMENTS, SHOPPING, AND OTHER DESTINATIONS, RESIDENTS 5. DURING CONSTRUCTION OF THE FIRST PHASE OF THE DEVELOPMENT' THE OWNER SHALL PERFORM GRADING `-' THE BUILDING(S) CONTAINING THE ASSISTED LIVING AREA AND THE INDEPENDENT LIVING UNITS WILL BE NO CR0S'S-SECT0N~ ROADWAY, IF THE GRADING FOR THE SIDEWALK WOULD RESULT IN THE SIDEWALK BEING ON GREATER THAN 110.000 SQUARE FEET. THE TOTAL NUMBER OF ASSISTED LIVING UNITS AND INDEPENDENT ^-- LIVING UNITS TOGETHER SHALL NOT EXCEED 100; HOVVEVER, UP TO TWELVE OF THE ASSISTED L|Y|N8 UNITS 6, MAY BE TWO BEDROOM UN/T8. COMMON BOUNDARY WITH THE 8LENORCHY SUBDIVISION AS SHOWN ON THE APPLICATION PLAN, THE EASEMENT WILL BE PROVIDED AT CONSTRUCTION OF IMPROVEMENTS, THE PURPOSE OF THIS EASEMENT WILL BE TO ENSURE ---~ �\ INDEPENDENT LIVING COTTAGES MAXIMUM 30 UNITS -` . AREA. ONLY LIMITED GRADING AS SHOWN ON THE APPROVED SITE PLANS' AND ONLY THAT VVH|OH DOES NOT REQUIRE THE REMOVAL OF TREES, SHALL BE PERMITTED, NEW BENEFICIAL PLANT MATERIAL MAY BE SENSITIVELY � — � ARL fj IPARdEl i" TMP 78-155A� ------------ ------------ APPROX. L TION P/ AOF u, n rncuM/mntl/ /MMr-r-/-i /-\nxL/mo vv/u Mt rt:nr-unmcu rmun /u rMLuIVI/mnn/ m/t: rL*m *rrNuvAL. THE OWNER SHALL SHARE IN THE COST OF ANY COMPREHENSIVE TRAFFIC STUDY DEEMED NECESSARY ^� SUBSEQUENT TO THE REVIEW OF THE PRELIMINARY TRAFFIC ANALYS|S, THE AMOUNT OF PARTICIPATION Project No.: SHALL BE BASED ON A PRO -RATE SHARE OF THE TRAFFIC VOLUME CONTRIBUTED TO THE SITE AS DETERMINED ~- BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT, AT THE REQUEST OF VDOT, THE OWNER WILL ENTER Checked: INTO AN AGREEMENT AMONG ALL PARTIES WHOSE PROPERTY DOES OR WILL CONTRIBUTE TRAFFIC TO THE ~.--' PANTOPS MOUNTAIN ROAD/ROUTE 250 INTERSECTION, TO MAKE A PRO -RATA FINANCIAL CONTRIBUTION TOWARD ' THE INSTALLATION OF IMPROVEMENTS RELATED TO THE S|GNAL|ZAT0N OF THE INTERSECTION, � 4. (o) VEHICULAR ACCESS TO THE SITE FROM ROUTE 250 EAST SHALL BE LIMITED TO A SINGLE LUCAT|0N, DIRECTLY OPPOSITE THE NEW ENTRANCE TO THE MARTHA JEFFERSON OFFICE BUILDING DEVELOPMENT ON PANTOP8 41 f MOUNTAIN ROAD, AS SHOWN ON THE APPLICATION PLAN. (b) THE OWNER SHALL PROVIDE AND MAINTAIN AN ASPHALT PATH OF NO LESS THAN 5 FEET TO CONNECT TO AN ON-SITE TRAIL SYSTEM AT WESTMINSTER CANTERBURY' IF PERMISSION IS GRANTED BY WESTMINSTER ff CANTERBURY FOR SUCH A CONNECTION, (o) THE OWNER SHALL PROVIDE SHUTTLE SERVICE AT A M|N|K4UW OF THREE TIMES A WEEK TO CONVEY ASSISTED TO APPOINTMENTS, SHOPPING, AND OTHER DESTINATIONS, RESIDENTS 5. DURING CONSTRUCTION OF THE FIRST PHASE OF THE DEVELOPMENT' THE OWNER SHALL PERFORM GRADING IN THE R.O.VV, FOR ROUTE 250 OR IMMEDIATELY ADJACENT TO THIS R.0.VV, TO FACILITATE THE FUTURE INSTALLATION OF A SIDEWALK WHICH WOULD BE PART OF ANY RECONFIGURATION OF ROUTE 250 TO AN "URBAN / CR0S'S-SECT0N~ ROADWAY, IF THE GRADING FOR THE SIDEWALK WOULD RESULT IN THE SIDEWALK BEING ON THE PANTOP3 PLACE PROPERTY, THEN THE OWNER WILL GRANT THE NECESSARY EASEMENTS FOR PEDESTRIAN ACCESS ALONG THIS SECT|O1'NI OF HIS PROPERTY. THE FINAL SITE DEVELOPMENT PLAN SHALL REFLECT THE GRADING TO BE PERFORMED WITH THIS PROFFER. 6, THE OWNER SHALL PROVIDE A 15 FOOT BUFFER EASEMENT IN WIDTH UPON THE PROPERTY ALONG ITS ENTIRE COMMON BOUNDARY WITH THE 8LENORCHY SUBDIVISION AS SHOWN ON THE APPLICATION PLAN, THE EASEMENT WILL BE PROVIDED AT CONSTRUCTION OF IMPROVEMENTS, THE PURPOSE OF THIS EASEMENT WILL BE TO ENSURE THE PRESERVATION OF AN EXISTING MATURE HEDGEROW AND FIELDSTONE WALL ALONG THIS COMMON BOUNDARY �\ LINE,NO PLANT REMOVAL, OTHER THAN DEAD DISEASED O� NOXIOUS VEGETATION, SHALL TAKE PLACE IN THIS ' . -` . AREA. ONLY LIMITED GRADING AS SHOWN ON THE APPROVED SITE PLANS' AND ONLY THAT VVH|OH DOES NOT REQUIRE THE REMOVAL OF TREES, SHALL BE PERMITTED, NEW BENEFICIAL PLANT MATERIAL MAY BE SENSITIVELY INTRODUCED TO AUGMENT THE EFFICACY OF THE HEDGEROW AS A SCREENING ELEMENT, PEDESTRIAN ACCESS TO THIS AREA SHALL NOT BE RESTRICTED, -------_- 7. THE OWNER SHALL PROVIDE SUPPLEMENTAL SCREENING TO THE SATISFACTION OF THE ALBEMARLE COUNTY -` PLANNING STAFF. IN ADDITION TO THAT REQUIRED IN SECTION 32.7.9.8 OF THE ZONING ORDINANCE TO ENSURE THAT THE SERVICE AREAS FOR PROPOSED BUILDINGS WILL BE PROPERLY SCREENED FROM THE GLENORCHYSUBDIVISION, THIS LANDSCAPING SHALL BE SHOWN ON THE LANDSCAPING PLAN TO BE SUBMITTED WITH THE FINAL SITE DEVELOPMENT PLAN FOR THIS SECTION, 8. THE OWNER WILL SHOW THE 25% OPEN SPACE ON THE PRELIMINARY AND FINAL SITE PLANS AND PRESERVE AND/OR IMPROVE, FOR RECREATIONAL AND AMENITY PURPOSES, ALL OF THAT LAND WHICH LIES EAST OF THE INTERMITTENT STREAM WHICI TRANSECTS THE SITE, THE LAND WILL REMAIN IN ITS CURRENT STATE EXCEPT AS DEEMED NECESSARY FOR "ClE POTENTIAL CONSTRUCTION OF A POND, WALKING PATHS AND OTHER RECREATIONAL 9. A COMMUNITY ASSOCIATI-ON WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE OF THE BUILDING ENVELOPES, CWNERS OF THE DEVELOPMENT SHALL BE MEMBERS OF THIS COMMUNITY ASSOCIATION, Scale 1"=100' 0 100 200 Contour IntmrVo|=G' 400 McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. 1 Sheet No.: 1 11 Date: 9/15/00 Project No.: 9828,003 Designed: AGF Checked: MEK 1 Sheet No.: 1 11 OR lb.UU S57 °4 9'29"W 169.40' rn U' CG -2 `a ITYPJ m Y r A / 16 15' SIDE SE TBA CK I Z 17 BEGIN BASELINE AT CENTERPOINT OF 209.94' BOUNDARY RADIUS, N 7321.66 E 10729.80 co PA N TOPS M TN co L A CE M o� Co 0 �q 08N 1 1 - PROPOSED PROP, LINE N37008'52"W 15.00' B TYP. 16 1037 73' 7'40'27 VAN ACCESSIBLE BARRIER FREE PARKING SPACES 95' SIDE SE TBA CK LIMITS OF 15' CONSERVATION EASEMENTwN.��...�..m„�..�,....�H� -N0 CONSTRUCTIONACTIVITYIN THIS AREA S57'4 1'29 "W I IN IN y r 10 MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and pians 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, �,SLTH op ROBERT B. MCKEE� NO. 7783 ® �� UiVAd. Revisions: r l' - ri r 1 +t # r r r 1 1 yy Scale: 1” = 20' Date: 9/3.5/00 Project No.: 9825.003 Designed: MSF/AGF Checked.: MEK BEGIN CURB O0NTRAOTOR TO INSTALL TRAFFIC AND SIDEWALK CONTROL DEVICES AS NEEDED AT EXISTING DURING CONSTRUCTION IN OR ADJACENT TO PANTOPS MOUNTAIN PAVEMENT FLAIR PAN Top- .' / / / / / / / / ' ' ' / ' EX|S ' EDGE '/' 5.5' C0NC, OF��ENT WALK ~N38'3527,W. N49003'361rn EXISTING GONG.coDaRz PAVEMENT MARKINGS IN THIS AREA THAT ARE REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. � \ \ tb \ \ - ` � ` � \ � \ \ 0 � 0 � , ~.~.^~E.` PAVEMENT REPLACED \ ` WITH PAVEMENT SECTION EQUAL TO EXISTING TRAVELYVAY PAVEMENT ` SECTION, PRIOR TO PLACEMENT OF SURFACE MIX'MILL 2' OF OUTSIDE, \ � EXISTING �VELVVAY AND RESURFACE.\ ` \ .` PAVED SHOULDER EXTENDED MIN. 9.5' FROM EDGE OF NEW FULL LANE PAVEMENT. \ `` SHOULDER IS 9.5' WIDE (MIN.) TO ACCOMODATE FUTURE URBAN SECTION /S|DEW ALK \ ` `\\ ` \ ' \ `` \ |\ - \ ` « ` \ ` \ � \ \ LU [L UJ Ll iIJ Ll iLJ LL U1 [l 7— 7 [/) U LU [L UJ Ll iIJ Ll Date: 9/15/00 Project No.: 982K003 Designed: MSF/AGF �� . �_ IC McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Gone Charlottesville, VA 22902 804-979-7522 www.moxnnuamon.nom McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights |nthese drawings. All ideas, designs, sections, details, and plans are the property ofMcKee Carson and Field Sport Concepts, Ltd, These plans are not {obn reproduced, changed, urcopied |nany form ormanner whatsoever, nor are they ioba assigned ioany third party without first obtaining the express permission and consent ofeither McKee Carson orField Sport Concepts, Ltd. T H op -ROBERT B. MCKEE NO. 7783 NAL V�Y | 1. 01115101 COUNTY COMMENTS 2. 02/07/01 COUNTY CQMD08N[[S 3. O1COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDG 6. 07/25/02 MULTT-SOURCE ! 7. 10/09/02 ZONING COMMENTS Date: 9/15/00 Project No.: 982K003 Designed: MSF/AGF Checked: MEK ' '1_4 �x� / / ``` _ / SANITARY SEVUEIR STRUCTURE SCHEDULE ` � 22.5 ' UTILITYEA�E�ENT�-/ `` \ `\ \ `\ /' `'`. / '' `` '/ .''- °m�� .�� __ `, ,' `� --' / / '' �� `'''-'~ .o1��'` »� ^^` � '' � / � ^ ^ (�/ ` /._-` / '' �� // U» ^^ \ / '^' `� ~' \ / � / --- .^ �� // .� ^ � ' / / ---��-~- � // °`°~ �� `�~ ,,^, ,-\I--- . - ,�, i / / / / �// ��_°~°^ ^�3/' �v` / -, � / / / � / /.' a�� r `� c�^�11_( � ^, 11 ` 0 BE RELOCATED / / / // / °�, `� �\ ''' \ / / , ` ' / SEE LANDS�APE PLAN) /' / //// / �� ^�� ^� `� ~'' \ / / | / / / °��` yp "`% ` \ ' ' / 'l-, \ \ `\` \ � \ �\ / | // �� \ � �` \ ''^ �/ �� / r' ~�� / \ \ `��\ �� ' Y. �� V \. / ' / / +^',� / �--\ ^�- ^~� //' ' / �� /' � � -^~~~�� \ �\, `��. \` �� \ \\� �_ � \` , / / ' ^+,//', / -r� ,�/�� , ',, -_____----_~'~�� / ��/ / �� ,`/ STRUCTUREISTRUCTURE D ___J TYPE _ TOP ELEVATION INVERT OUT INVERTI IN PIPE DESCRIPTION x ' PIPE DESCRIPTION - - - A-1 Desigped: FESxx Checked: 491.50 490.00 S-1 MH 505.00 492.04 492.24S-2 MH 512.00 492.69 492.89S-3 MH 506.32 493,98 49418S-7 A-6 DI -313 61 522.65 514.58 514,78 - I AH 516.50 506.39S-6 B-3 MH 518,50 514,50 1 MH 512,05 49T34 497.54____ STORM DRAIN D _ ! _d1_ -3C _12' 520,314 1 , - - i ... ': - - I I J 1 F X PIPE LENGTHS DO NOT [N[:LUDE WIDTH OF STRUCTURE. � ' � � � �� \ � � � �� \ � \� � . \ ` ` \ , � \ \` \ ~ \ \^ \ ` 1 .1\ \ �� ` �, \`\ \ \ � \ `% � v `� \ \ � \ s� | \ � \ / \ \ � \ 'c' | | � . . ,_ � \ ^^ ,� �� \ � \ o { ' ��W ZZ -1 \ ^Y \\ �� ^^� \ \ \ 1 \ |��' \ ^~`` \ \ N ~ /\ \ \ � � �� \ \ \ | \ | \ '^�-~ \ | ' --- L~ �~,' ^� -)�~ \ \ � � � ' \ \ � \ | \ | | | � `-~� i { ' ~�- ~~�'~ \ `\-- TO, BESAVED; TYP^ \` u�/ \ \ \ \ \ \ [ { i \ �~�~`�~� | �� ~�� // ~'-~ � "� (SE��.ER0S|QN & SE�|�E�T CONTROL ��AN) �[�y -- \ � ( \ ` / �~~~ -~�� ` | \ c� ` ` \ ` � / ! | ! ! \ i ~^`~- V � \ /\ / �� /' \ `\ ` ` � -- � \ o \ \` \ \ .� /// � ' . \ � [ \ ' ' ,--\}Tx ' |F� TO R� -�^--�~_ � � \�� / �` / \. ~�~� ~ ~---~-T' FUTURE '�� / \ \ �� ` ID STORM DRAIN URE TYPE A - INLET LENGTH TOP ELEVATION _TNVERT OUT INVERT IN ' PIPE DESCRIPTION - - - A-1 Desigped: FESxx Checked: 491.50 490.00 A-6 DI -313 61 522.65 514.58 514,78 - B-3 MH 518,50 514,50 STORM DRAIN D ! _d1_ -3C _12' 520,314 1 , D-1 MH 522.0:0 514.90 515.10 STORM DRAIN E A-6 DI -313 61 522.68 __ 514,58 514.78 - E-2 DI -1 535.00 01511UU4 U�!�� P,� P�� STORM DRAIN H 9 �, 105,50 LF 15" HDPE Fd 9,410 __I i 11 i -, --.-,--,-- LOCATED IN A FUT�,RE " - _ \ �) ), / -, I4 � lill � `� i __ _ ",.,;,,,,,"""�,,',-,�,', �, A " '' , I - -1- I r, I I C, 1,t I � 1'�� e I I --i / _�, 1, \ /�_,\ N , ,, ,,,�,,�,,,� " � " I" - - --- I-. 111 'l -'-- ___ I— ___ I_. - 1� r,� � AG) . I .1 - - - 1, I I I _____1 \_ I'L y , ,4,\ 1 - 1� \ | ^`` -[- \ / � __ ` �� ' \ �� ----- C� \ �� ____ __ __ _- ~' � � ( -- --N '11 - ` \ .. | `` � / � \ UTILI \ `�\TEE. `wr`� 1� �� »1`11 X �-// `^o`' `�/ �`I | | / NOTES: 1. ALL SPOT ELEVATIONS REPRESENT BOTTOM FACE OF CURB UNLESS OTHERVV|GED NOTED, 2, GRADE ELEVATION AT OUTSIDE BUILDING FACE TO BE 520.33 (8^ BELOW FFE) UNLESS OTHERWISE NOTED. 3. CG` CHANGE GRADE OD` CLEAN OUT FHA= FIRE HYDRANT ASSEMBLY SVV= SIDEWALK 4' YARD -'-� �- -- N- SQUARE CAST IRON GRATE WITH NDS N, OR APPROVED EQUAL, ARD DRAINS TO - BE CONNECTED TO EST STORM PIPE/INLET WITH 8^ PVC P|PE, SUBMIT SHOP DRAWINGS TO OWNER AND ENGINEER PRIOR TO ORDERING YARD DRAINS. 5, INSTALL YARD DRAINS IN ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS. 6, FLOOR DRAINS TO BE NEENAH R'4937 -B CAST IRON FLOOR DRAIN WITH GRATE OR APPROVED EOUAL, T. UNTIL SUCH TIME AS CONSTRUCTION OF PHASE 2 ITHE COTTAGESOF PANTOPS IS UNDERTAKEN, PEDESTRIAN ACCESS TO THE POND AREA IS TO OCCUR VIA A CLEARED AND GRADED ACCESSWAY PREPARED TO ACCOMMODATE MAINTENANCE VEHICLES SERVING THE POND. AS PART OF THE PHASE 2 IMPROVEMENTS, GRADING, STAIR INSTALLATION AND SURFACING ATTENDANT TO THE ULTIMATE PATH CONFIGURATION WILL BE PROVIDED AS SHOWN ON THE APPROVED PRELIMINARY SITE 8. PHASE 2 CONSTRUCTION COULD BEGIN AS EARLY AS 2001, S. A BOOSTER PUMP WILL BE INCLUDED IN THE BUILDING IF WATER PRESSURES ON THE TOP FLOOR ARE BELOW 20 PSI. IRRIGATION10. CONTRACTOR TO PROVIDE INSTALLER AS -BUILT UTILITY PLANS 11. AND COLLAR TO BE USED AS TEMPR0RARY MEASURE ON STORM -'''�-- STRUCTURE M-2, COVER TO BE REPLACED WITH D|-1 AFTER PHASE 1 CONSTRUCTION IS SUBSTANTIVELY 0OMPLETE, 12, D|-1 TO BE USED AS TEMPORARY MEASURE ON STORM STRUCTURE M-3, 0-1 TO BE REPLACED WITH D| -3O AS PART OF PHASE 2 CONSTRUCTION . - . `. . � . . -, ' ' / . . \ ,, ,, / � ��~� .,,, / ``.. .,' ., _~�_ __-� �__ ' �� _� �',r ��____ _______________________�� ____ __ - VIV ---�-- �T----�---- ------ ---------- -------------� � / �' � / ' ' rD'% / // / / � �~_` U�[T� OF ��^/@ � ,,~~- `~`~ ```` ' /' � 5�l00 � UN�S OF 15' ' �" � ' . � � `^. nnm��/�r/Am | ~~ ~- �` / ~ !v« '' CONSERVATION | ^��0��0�� ` _��_��_ , -__��~~-��~_��__- ��- _�_�'�� 0 �,/Vlz.jl McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 901 East High Street Charlottesville, V422902 804-979-7522 www.mcxemoamon.nom McKee Carson and Field Sport &oncepts, Ltd.] reserves its common law 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 Sport I8 o,p ' /"' 11�8 ROBERT B. MCKEE� NO, 7783 -�� 1. OI/15/O1COUNTY C[lMME0]S 2. 02/07/O1COUNTY COMMENTS 3. 07/31/01COUNTY COMMENTS 4. 08/30/O1GENERAL REVISIONS 5. I0/19/01PER EDC 6. 11/15/01f\[SACOMMENTS 7. 07/25/02 E 8. 00/30/O2ACSACOMMENTS 9. 1O/87/0ZENG./ISCCOMMENTS |IO.IO/O9/O2ZONING COMMENTS Date: 8/10/00 Project No.: 982&001 Desigped: MSF/AGF Checked: MEK 3^' / . / \ '/ ~' \ '- ----- -�- - -'--'-- It D| 3B L " TOP TRANSITION FROM FLUSH WITH PAVEMENT TO FULL HEIGHT CURB INV 493.76 is CONNECY TO EXISTING' RCP PA N 7P:7 Awl LIMITS OF COMBINED UTILITY EASEMENT TIE GAS, ELECTRIC, TELEPHONE El, EP AND CABLE LATERALS INTO SERVICE MAINS OFF-SITE, UTILITY L //w/ COMPANY TO INSTALL AT SERVICE VV If EXTENSIONS TO SITE AND ALL ON-SITE PIPE AND CABLE TO 60 ASSOCIATED METERS, PEDESTALS, TRANSFORMERS, SERVICE PANELS, ETC. CONTRACTOR TO PROVIDE ALL CONDUIT. SEE MISCELLANEOUS NOTES ON SHEET I FOR ADDITIONAL it UQE- ;VIS T�NG ON PROPERTY LINE 'is IN THIS AREA f EASEMENT Ila SEE OWNER REGARDING DISPOSITION OF EXISTING _,WCBB SIGN IN RELATION To PRO -POS -ED PANTOPS PLACE SIGN, LANDSCAPE AND LIGHTING If it 23 a if It Is it it is 15' SIDE ETBACK lit PAVEMENT MARKINGS IN THIS AREA THAT ARE REMOVED OR DAMAGED it DURING CONSTRUCTION SHALL BE CONNECT TO EXISTING t CONTRACTOR', TO MAINTAIN 10Sf-PARATION 16" X 8" TAPPING SLEEVE BETWEEN WATER AND AND VALUE Y SEW, ER UTILITIES t it MANHOLES SHOULDER PAVEMENT REPLACED WITH PAVEMENT SECTION EQUAL � Y 0�HERS \ TO EXISTING TRAVELVVAY PAVEMENT ` ^ < / SECTION, PRIOR TO PLACEMENT OF \ ``\ y o --- SURFAOE �|X' MILL 2' OF OUTSIDE, ;;q - EXISTING \! TRAVELVVAY AND RESURFACE. � v \ PAVED SHOULDER EXTENDED MIN. 85 FROM EDGE OF NEW FULL LANE PAVEMENT ' SHOULDER IS 9.5' WIDE (MIN,) TO ACCOMODATE FUTURE URBAN SECTION /S|DEVVALK_ \ ` \ \ \ ` _ \ PROVIDE CHANNEL FROM LIMITS OF NORMAL WATER SURFACE ELEVATION TO PROPERTY LINE, INSTALL STABILIZATION MATTING FROM BASE OF AQUATIC BENC,H TO MIN. 10' BEYOND TOP OF BANK, ,/y McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, vA22902 804'879'7522 wwmmukoocamoo.xnm McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. p�Uf (),p ROBERT B. MCKEE' NO, 7783 L 1. 01/15/01 COUNTY COMMENTS 2O2/07/O1COUNTY COMMENTS 3. 07/3I/O1COUNTY COMMENTS 4. O8/30/O1GENERAL IQTVSD3NS 5. 10/19/81FEIlEDG 6. 07/25/02 MULTI -SOURCE 7. 10/07/02BNG/ESC COMMENTS | G. I0/O9/O2ZONING COMMENTS LIU Lij UJ LU 7_ —� co C/D iU LIJ LIJ LU C/) ^/ C/D � LLJ LU _J PROVIDE CHANNEL FROM LIMITS OF NORMAL WATER SURFACE ELEVATION TO PROPERTY LINE, INSTALL STABILIZATION MATTING FROM BASE OF AQUATIC BENC,H TO MIN. 10' BEYOND TOP OF BANK, ,/y McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, vA22902 804'879'7522 wwmmukoocamoo.xnm McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. p�Uf (),p ROBERT B. MCKEE' NO, 7783 L 1. 01/15/01 COUNTY COMMENTS 2O2/07/O1COUNTY COMMENTS 3. 07/3I/O1COUNTY COMMENTS 4. O8/30/O1GENERAL IQTVSD3NS 5. 10/19/81FEIlEDG 6. 07/25/02 MULTI -SOURCE 7. 10/07/02BNG/ESC COMMENTS | G. I0/O9/O2ZONING COMMENTS Date: 9/15/00 Project No.: 9828,003 Designed: MSF/AGF Checked: MEK CONSULTING ENGINEERS LANDSCAPE ARCH ITECTS LAND PLANNERS 301 East High Street Charlottesville, YA229O2 804-979-7522 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the prop" ofMcKee Carson and Field Sport Concepts, Ltd. These plans are not tobe reproduced, changed, orcopied |nany form ormanner whatsoever, nor are they 1obe assigned toany third party without first obtaining the express permission and consent ofeither McKee Carson orField Sport Concepts, Ltd. TB op -ROBERT B. MOKEE' NO, 7783 Revisions: 1. 01 COUN7YC{}M34fNTS 2, 02/07/01 COUNTY C(]XDvENTS 3.O7/31U1COUNTY C(}MAD8NDS 4, 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EI]G 6, 11/15/01/&CSA C(}08M{DNT8 7. 07/25/02 MULTI -SOURCE Date: 9/15/00 Project No.: 9828.003 Designed: AGF Checked: MEK 480 0+00 1+00 TOS ISI DRAIN "A" PRONFILE 2+00 3 + U0 U0 4+00 5+00 6+00 D-1 D-2 07OQ -t Z" (Z) 0? C> (0 (6 000 6 6 00 0i co t? - 0 LO C' ISO I Lf" 154 CL 0 + 0 1535 0 0 535 I -A 540 530 535 500 7+00 8+00 E)TORIM DRAIN "A" PROFILE VDOT ST NDARD ANCHOR 13LOCKS ON PIPES WHICH EXCEED 16% SLOPE PROPOSED GRADE EXISTING — GRADE 515 520 520 USE EQUIRED HD E Fd 50.01 1' MINI 37,� LF OF 18" CLEARANCE I D-/' 510 515 1111 515 64.2 LF OF 18" 505 510 HDPE* rd 2,5% LO 510 CY) Lo L0 LO :D :D D 0 0 0 z z 500 505 1E0 z ------------ 5 0 5 0+00 1+00 STORM DRAIN T" PROFILE 490 490 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. T H O ROBERT B. MCKEE NO. 7783 � 0JYAL Revisions: L 01113101 COUNTY COMMENTS 2. 02/07/01 COUNTY CONEVIENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EDG 6, 11/15/01 ACSA COMMENTS 7. 07/25/02 MULTI -SOURCE 8. 10/09/02 ENG/ESC COMMENTS Scale: H:1" = 20' X1:1"=5' Date: 9/15/00 Project No.: 9828.003 Designed: AGF Checked: IVIED 54 53 II 53 52 52 51 51 50 C) I UMIVI L)r1tA1lN E-- — — — 40 35 30 25 20 15 10 05 545 r 545 540---- /—PROPOSED GRADE PROPOSED 540 535 rEXISTING GRADE 5 3 5 530 4� PROPOSED AROUND 530 525 U 15,6 RCP fd 1,00% 15" ct 525 520 515 ,6 JON, INSTALL 515 H-- Z) 0 510 LO D 0 510 0+00 1+00 .STORM "H" PROFILE" 515 510 505 500 495 490 485 480 475 0+00 1+00 - STORM DRAIN W" PROFILE 515 � NOTE: STRUCTURE M-2 TO BE REPLACED WITH DI -1 DURING PHASE 2 CONSTRUCTION, STRUCTURE M-3 TO BE REPLACED WITH DI -3C DURING PHASE 2 CONSTRUCTION, 510 505 500 495 485 480 475 o,qI Lj McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mokeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. ROBERT B. MCKEE IPI NO, 7783 A� �%NAL r PROPOSED GROUND (PHASE 2) 4� PROPOSED AROUND U (PHASE 1) ct JON, INSTALL COLLAR As NECESSARY TO RATS COVER FOR PHASE MIR 12" SEPARATION z n LLJ W U) < C) 00 < M `t co C Uj U) 0 0+00 1+00 - STORM DRAIN W" PROFILE 515 � NOTE: STRUCTURE M-2 TO BE REPLACED WITH DI -1 DURING PHASE 2 CONSTRUCTION, STRUCTURE M-3 TO BE REPLACED WITH DI -3C DURING PHASE 2 CONSTRUCTION, 510 505 500 495 485 480 475 o,qI Lj McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mokeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. ROBERT B. MCKEE IPI NO, 7783 A� �%NAL Revisions: 1. 01/15/01 COUNTY COMMENTS 2, 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS & 10/19/01 PER EDG 6. 11/15/01 ACSA COMMENTS 7. 07/25/02 MULTI -SOURCE 8. 10/09/02 ENG./ESC COMMENTS r 4� U ct JON, Revisions: 1. 01/15/01 COUNTY COMMENTS 2, 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS & 10/19/01 PER EDG 6. 11/15/01 ACSA COMMENTS 7. 07/25/02 MULTI -SOURCE 8. 10/09/02 ENG./ESC COMMENTS 515 510 505 500 495 490 485 480 SANITARY SEWER "S" PROFILE 520 515 510 505 500 495 490 485 /+UU SANITARY SEWER "S" PROFILE O+UU U -f- V U 1V rV V 530 525 520 515 510 505 500 495 SANITARY SEWER "T" PROFILE 515 510 505 500 495 490 485 480 515 510 505 500 495 490 485 480 . . I .. .... I ININ161070001 DOW MTEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. ROBERT z "L T H op B, MCKEE NO. 7783 0 0r ATA L Revisions: 1. 01115101 COUNTY COMMENTS 2. 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EDG 6. 11115101 ACSA COMMENTS 7. 07/25/02 MULTI -SOURCE 8. 08/30/02 ACSA COMMENTS Scale: H: I" = 20' V:1"=5' Date: 9/15/00 Project No.: 9828.003 Designed: AGF Checked: MEK PAN TOPS M TN --� PL A CE Lqnd�j 1culations Plant1st Notes Description Common Name Quantity Caliper Size Root Comments TREE CANOPY CALCULATION AB Acer buergerianum Trident Maple 8 PE RIAN 7-8' B&B Multi -trunk (3-5 trunks); dense• balanced head Checked: AC Amelanchier canadensis Shadblow Serviceberr 6 7-8' B&B Multi -trunk (3-5 trunks); dense: balanced head _ AG Acer riseum Pa erbark Maple 11 a -Mr 8-10' B&B Multi -trunk (3-5 trunks) dense; balanced head r AR1 Acer rubrum 'Red Sunset' Red Maple 'Red Sunset' 11 3,54" 10-12' B&B -Straight trunk, branching begins at 2'• balanced head AR2 Acer rubrum 'Red Sunset' Red Maple 'Red Sunset' 3 2,5-3" 14-16' B&B I Straight trunk; branching be0ins at 2' balanced head AS Acer saccharum Su ar Maple 9 1.75-2" 10-12' B&B Strai ht trunk; branchingbegins at 2'• balanced head BN Betula nigra 'Heritage' River Birch 'Heritage' 3- 10-12' B&B Multi -trunk (3-5 trunks); dense• balanced head CCI— Cercis canadensis Eastern Redbud 5 8-10' B&8 Multi -trunk (3-5 trunks) dense balanced head CC2 Cercis canadensis Eastern Redbud 8 7-8' B&B Multi -trunk (3-5 trunks) dense balanced head CCFP Cercis canadensis 'Forest Pansy' Redbud 'Forest Pans 4 7-8' B&B Standard trunk; dense; balanced head CD Cedrus deodara Deodar Cedar 3 2-1.5"_ 12-14' B&B Full to round; dense branching_ CF Cornus florida Flowerin Do wood 9 8-10' B&B Straight trunk• branching begins at 3'; balanced head CL Carex Ion ii Carlo sed e 385 1 G See a uratic bench notes CFCP Cornus florida 'Cherokee Princess' Do woad 'Cherokee Princess" 12 8-10' B&B Straiciht trunk; branchin be ins at 3' balanced head IF Ilex x attenuata Foster Holl 9 10-12' B&B Full to ground; dense branchin IP Iris seudacorus Yellow Fla Iris 199 1 G See aquatic bench notes IV Iris versicolor Blue Fla Iris _ 616 1 G See a uatic bench nates LN La erstroemia indica 'Natchez' Cra e Myrtle 'Natchez' 10 8-10' B&B Mulit-trunk (3-5 trunks); dense; well pruned _(no straiight whi s) LT Liriodendron tuli ifera TuliD Po lar 4 2-2,5" 12-14' B&B Straight trunk- branchin begins at 2'• balanced head MG Ma nolia randiflora Southern Magnolia 6 4-5" 16-18' B&B Full to round; dense branching MV Ma noliavir iniana Sweetbay Magnolia 9 8-10' B&B Standard trunk; dense; balanced head NL Nuphar luteum Spadderdock 388 _ 1 G See a uletic bench notes NS _ N ssa s Ivatica Black Gum 3 1.75--_2" 10-12' B&B Straight —trunk, branching begins at 2'• balanced head P01 Platanus occidentalis Sycamore 13 2-25" 12-14' B&B Straight trunk; branchina begins at 2'• balanced head P02 Platanus occidentalis S camore 1 5-6" 18-20' B&B straight trunk; branchitngjbe ins at 2'• balanced head PR1 Pinus resinosa Red Pine 13 10-12' B&B Full to round; dense folia e• strai ht ramidal form PR2 Pinus resinosa Red Pine 13 _ 8-10' _ B&B Full toground; dense folia e strai ht ramidal form PS1 Pinus strobus White Pine 5 10-12' B&B Full toground; dense foliage; straight; pyramidal form PS2 Pinus strobus White Pine 17 _ 8-10' B&B Fuil tc round dense folia e strai ht ramidal form PT1 Pinus thunbergiana Black Pine 5 10-12' B&B Full toground; dense foliage; strai ht•ramidal form PT2 Pinus thunber iana Black Pine 9 8-10' B&B Full to round; dense folia e strai ht ramidal form QB Quercus bicolor Swam White Oak 10 3:54" 14-16' B&B Strai ht trunk branchinq begins at 2'• balanced head QC Quercus coccinea Scarlet Oak 3 2-2,3" 12-14' B&B straight trunk; branching begins at 2'; balanced head SB Salix bab lonica eeping Willow 2 2-2,5" 12-14' B&B Straight trunk; branching begins at 2'• balanced head (no whips) SP Stewartia pseudocamellig Japanese Stewartia 6 7-8' B&B Straight trunk branchin be ins at 2' balanced head SV Scir us validus Soft -stem bulrush 504 1 G See aquatic bench notes TS Cattail 603 1 G See aquatic bench notes __JT1qhas VM I Vinca minor 'Traditional' Periwinkle 500 flats Begin rows 18" from bed limits 12" O.C, AREA TO BE MULCHED AND , _ CJ XJ : ,i _.r , s.. > s, , v < „ g , r f., / � S a ,: , i<-, 11 -: ,. ". 1 ,..; \ , "•. :, •. .. �, -, ",. - ,.._:-,.>,..: .:.,. - ...- �:: .e��xtf � lti}}..'' _.... r„ ,n c..._ ,. .. ., _.. ,. ->.- ( '. ,. .. t .<_. _ .. , .. _ . ,.. .. . , .Jr�i/i f`i4 t '., > .. , , -:f,i .. ,. .. ,. ., -i� t ,: :. ,.. -, ._. - , I 2 S:2 •• : �i f' z v 1 1 ,,. \ i'M , Y ------------- gE : solD w i- --, - , Scale V=20' Contour Interval= 2' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. T H Op a r^ ROBERT B. MCKEE "v NO. 7783 w a Scale: 1" = 20' PE RIAN 9/15/00 CONN ` TION 9828.003 Designed: SWE Checked: MEK , I 2 S:2 •• : �i f' z v 1 1 ,,. \ i'M , Y ------------- gE : solD w i- --, - , Scale V=20' Contour Interval= 2' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. T H Op a r^ ROBERT B. MCKEE "v NO. 7783 w a Revisions: 1. 01/15/01 COUNTY COMMENTS 2. 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EDG 6. 07/25/02 MULTI -SOURCE Scale: 1" = 20' Date: 9/15/00 Project No,: 9828.003 Designed: SWE Checked: MEK e. a -Mr r Revisions: 1. 01/15/01 COUNTY COMMENTS 2. 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EDG 6. 07/25/02 MULTI -SOURCE Sheet No.: Scale: 1" = 20' Date: 9/15/00 Project No,: 9828.003 Designed: SWE Checked: MEK Sheet No.: 1'AR1 2'PS2 1 -SP THIS SHEET TO BE USED FOR LANDSCAPE AND LIGHTING PURPOSES ONLY 15' CONSERVATION EASEMENT AS LIMITS OF REQUIRED 25% {)PEN SPACE PROPERTY LINE AS LIMITS OF REQUIRED 25% OPEN SPACE WIMEWA 0 20 ME ME CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Gonm Charlottesville, VA22SO2 804-979'7522 www.mokeeoummn.Qmm McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd, ID ROBERT B. MOKEE NO, 7783 NA L l' O1/15/01COUNTY COMMENTS 2. 02/07/01COUNTY COMMENTS 3. 07/S1/81COUNTY COMMENTS 4. 08/30/01 GENERAL RIVSIONS 5. 1O/19/OlPER E[>G 6. 07/25/02 MULTI -SOURCE Sheet No.: Date: 9/15/00 Project No.: 9828.003 Designed: SWE Checked: MEK Sheet No.: LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF A 22 AER-11-250MH AEROLUME UNIT METAL HALIDE AL25h2rc.IES 20500 0.72 SEMISPECULAR HYDROFORM REFLECTOR GLASS LENS REVERSE MOUNTED LAMP IN TYPE -11 POSTION [--� C 3 AER-111-175MH STATISTICS 23" X 18" X 8.5" AEROLUWE UNIT 13" SQ CLEAR TEMPERED GLASS LENS SEGMENTED SPECULAR REFLECTOR VY/VYM|TE TOP & FRONT SEGMENTED SPECULAR AUXILIARY REFL ED28 175 WATT CLR METAL HALIDE AL17h3noo.iea 15000 0.72 | Description Avg Max Min Max/Min Avg/Min Co|o Zone *1 2.7 fu 12.3 f 0.0 fn N / A N / /\ Co|o Zone *2 1.2 fo 6.8 fo 0.1 fc 66.04 12.11 LUMINAIRE LOCATIONS -ROBERT 8.MOKEE' NO. 7783 No. Label Designed: X Location y Z MH Orientation Tilt 0 AO*& 3 A 109956 7034,0 15,0 15.0 11.8 0.0 5 A 11058,9 7037.9 15,0 15.0 573 0,0 6 A 11096.6 7065.7 15.0 150 168.4 0.0 7 A 11141.9 7054.1 15.0 15O -17.2 00 12 A 11253.9 7185.5 15.0 15.0 151.7 0.0 13 A 113107 7221.3 15.0 15.0 148.9 0.0 14 A 11374O 7177.3 15.0 15,0 237.1 0.0 15 A 114093 7119.6 15.0 15O 232.7 0.0 16 A 11391.9 7064.5 15.0 15.0 147.8 0.0 17 A 11316.2 7036.2 15.0 15.0 146.7 0.0 18 A 11261,4 6981.6 1150 15,0 147.5 0.0 19 A 11209.0 69485 15,0 15O 177.0 0.0 24 C 10921.7 6951,2 15O 15O 189.5 0.0 25 C 11162,3 6954.3 15.0 15,0 150.4 0,0 THIS SHEET TO BE USED FOR PHOTOMETRIC PURPOSES ONLY , / V IE� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA229O2 804-978'7522 wwwmokeecemon.uom McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. TD -ROBERT 8.MOKEE' NO. 7783 9828.003 van/sioou � 1' 01/15/01 COUNTY COMMENTS 9. 02/07/01 COUNTY COMMENTS 5. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDG 6. 07/25/02 MULTI -SOURCE Date: 9/15/00 Project No.: 9828.003 Designed: SWE Checked: MEK 0 AO*& AWk van/sioou � 1' 01/15/01 COUNTY COMMENTS 9. 02/07/01 COUNTY COMMENTS 5. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDG 6. 07/25/02 MULTI -SOURCE Sheet No.: Date: 9/15/00 Project No.: 9828.003 Designed: SWE Checked: MEK Sheet No.: NOTES 1, AVAILABLE STATIC WATER PRESSURE HAS NOT BEEN VERIFIED. THIS SYSTEM REQUIRES 45 GPM rd 72 PSI STATIC PRESSURE BASED ON THE USE OF A PVB, OR 45 GPM rd 80 PSI BASED ON THE USE OF A RPZ BACKFLOW PREVENTEA. 2, INSTALLED MUST VERIFY PRESSURE AND FLOW AVAILABILITY PRIOR TO COMMENCING INSTALLATION, IN THE EVENT PRESSURE AND FLOW ARE NOT AS SPECIFIED, INSTALLER MUST NOTIFY OWNER AND DESIGNER IMMEDIATELY FOR BOOSTER PUMP RECOMMENDATION, 3. IRRIGATION SUPPLIER: SMITH TURF & IRRIGATION COMPANY, 0CHMOND, VIRGINIA; 804.355.6404. 4. YARD DRAIN TO BE INDS 24^ SQUARE CAST IRON GRATE WITH NDS 24^ SQUARE CATCH BASIN, OR APPROVED B]UAL, YARD DRAINS TO BE CONNECTED TO NEAREST STORM PIPE/INLET WITH 8^ PVC PIPE. SUBMIT SHOP DRAWINGS TO OWNER AND ENGINEER PRIOR TO ORDERING YARD DRA|NS, 5, CONTRACTOR TO PROVIDE IRRAGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO IRRIGATION SYSTEM INSTALLATION. KEY Z' TORO COMMAND CONTROLLER -CCM18. 18StaUon @ TORO SUPER 600 PC SPRINKLER n TORO 570 Z SERIES 12~ SPRINKLER A TORO 570 Z SERIES 4^ SPRINKLER (� TORO 308 4^ STREAM R0TOT SERIES SPRINKLER G TORO 300 12^ STREAMR0T0T SERIES SPRINKLER TORO 252'06-04-1^ REMOTE CONTROL VALVE ---�PVC PIPE SDR 21 CL 200 MAINLINE 2^ ---� PVC PIPE SDR 21 CL 200 LATERALS 1^/1.5^ PVC CL 200 SDR 21 SLEEVE u�J1,5^ METER (PROVIDED) Z 15~ PVB OR RVB BACKFLOW PREVENTER THIS SHEET TO BE USED FOR IRRIGATION PRICING ONLY Scale 1"=40' Contour Intervak 2' , / 9 IE� VLK[[CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.moxemnamnn/mm McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights |nthese drawings. All ideas, designs, sections, details, and plans are the property nfMcKee Carson and Field Sport Concepts, Ltd. These plans are not tobo reproduced, changed, orcopied inany form ormanner whatsoever, nor are they tobe assigned 10any third party without first obtaining the express permission and consent oieither McKee Carson urField Sport Concepts, Ltd, NL TB -ROBERT B. MOKEE NO, 7783 xavzsiuzm: �1. Ol/15/01COUNTY COMMENTS 2 02/07/01C{}UNTYC(IMMEN7S 3. O7/3l/O1COUNT YC(IK0�B�D� �4. 08/S0/01GENERAL RBVSI[/NS 5. 10/19/O1 PER ED 16. 07/25/02 MULTI -SOURCE Date: � Project No.: 9828.003 Designed: SWE � \ ' ` \ ` � \ ` � � \ v ` \ \ � \ � � \ l � � \ � � � THIS SHEET TO BE USED FOR IRRIGATION PRICING ONLY Scale 1"=40' Contour Intervak 2' , / 9 IE� VLK[[CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.moxemnamnn/mm McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights |nthese drawings. All ideas, designs, sections, details, and plans are the property nfMcKee Carson and Field Sport Concepts, Ltd. These plans are not tobo reproduced, changed, orcopied inany form ormanner whatsoever, nor are they tobe assigned 10any third party without first obtaining the express permission and consent oieither McKee Carson urField Sport Concepts, Ltd, NL TB -ROBERT B. MOKEE NO, 7783 xavzsiuzm: �1. Ol/15/01COUNTY COMMENTS 2 02/07/01C{}UNTYC(IMMEN7S 3. O7/3l/O1COUNT YC(IK0�B�D� �4. 08/S0/01GENERAL RBVSI[/NS 5. 10/19/O1 PER ED 16. 07/25/02 MULTI -SOURCE Date: 12/13/00 Project No.: 9828.003 Designed: SWE Checked: WEK -----'- /�� 0/ ��7U' /—��/V TOPS /�?/ /Y ,7 /l /r�Z�� /-LL��_ i M1 PLAN Contour !nte/va\=2' 3 STREET TREES TO BE RELOCATED (SEE LANDSCAPE PLAN) � MOM 0 10 20 40 PLAN 1^= 10^'0^ Contour |nta/vo|`2' 0 10 20 40 1^= 1O^ -O^ CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High 8mmen Charlottesville, vA22SO2 804-979-7522 wwwmokamnurswn.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings, Al 1 eas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These p ans are not to a 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. TII 0p -ROBERT B. MOKEE' NO. 7783 L 1. 01115101 COUNTY COMMENTS 2. COKMENTS 3, C{UN7YCOIXqENTS 4. 08/30/01 GENERAL REVISIONS 5. 10/19/01 PER EDG 6. 11150IACSA COMMENTS 7. 07/25/02 MULTI -S 8. 10/07/02ING 9, 10/09/02 ZONING COMMENTS am 3cale: AS SHOWN Date: 9/15/00 Iroject No.: 9828,003 am CONCRETE WALK CONCRETE TO BE CLASS IF CAST IN PLACE; 4000 PSI IF PRECAST NOTE: 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. VDOT STANDARD CG`- 2 CURB SECTION WIDTH VARIES 1/4" SAWED OR TOOLED JOINT X 1-1/4" DEPTH DE PT H ACE & BASE ASE 3 HANOVER APPIAN CONCRETE PAVER WITH BROOM SWEPT SAND JOINTS; (SEE ARCHITECT FOR COLOR AND PATTERN); TYP, 4" COMPACTED AGGREGATE; VDOT #21A 3000 PSI CONCRETE HEADER WITH 1- #3 REBAR; CONT,; TYP, PD -001 N.T.S. WASH ..... Q)O� U lye, 10,vo 0 0, e-4" ,2" 2" RADIUS LIGHT BROOM FINISH FINI H SEE ASPHALT/CONC WWF 6" X 6" PAVING DETAIL FN W1,4xW1A W/ 2 MN. COVER; URN DOWN X. X - -'-X4.--X---'X 211 - I X!9 I - MIN. I -NT,S. 716 SECTION PLAN AND SECTION 0,5" PRE -MOLDED, NON -EXTRUDING, ASPHALT -IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL. 2" SURFACE 3/8" SAW CUT JOINT PER VDOT PR -2 VDOT STAND 1 D 3000 3" BASE COI Q11Qrint\lr'.Qr-TF- Inn I ", - 28 DAYS HEAVY BROOM VDOT STAND FINISH WITH 6x12 - W5.5 x W4 WWF 2" MIN COVER --z -X-7 -'� -max '-x 0 6" COMPACT Qo on 00- 8" COMPACTED 0- AGGREGATE AGGREGATE BASE 0 0 S�\moo VDOT #21A VDOT #21A \\\\\xA 1/> > A COMPACTED OMPACTED SUBGRADE ALL JOINTS TO BE SLEEVED AND/ SUBGRADE OR DOWELED WITH 1.25" MIN. DOWELS PER VDOT STD. PR -2 PD -015 AS -.-)HALT PAVING TRAVELWAYS H E A D" U TY C O'NC rr '1 E T E PA IN %d SECTION N.T.S. 16 SECTION PHASE 2 2" SURFACE COURSE " SURFACE VDOT STANDARD SM -9.5A 5A VDOT STAND 6" COMPACT! AGGREGATE VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING PARKING AREAS SECTION 4' 8' 2 RIP RAP CL. Al 4' 2 PHASE 1 4" COMPACTI AGGREGATE VDOT #21A COMPACTED SUBGRADE PEDESTRIAN PATH SECTION NOTES: SEE ANTI -VORTEX DEVICE DETAIL ARCHITECTURAL PRECAST-----___ 15 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAND WHEEL CONCRETE CAP WASH INSURE THAT ALL JOINTS ARE WATERTIGHT. CORRECTIVE MEASURES WILL BE THE 90" RC TRASH RACK 1/2" DIA x 6" STAINLESS RESPONSIBILITY OF THE CONTRACTOR, WITH ANTI -VORTEX SUPPORT STEEL PIN MIN, TWO PER DEVICE BAR EACH COPING PIECE, 2. CONTRACTOR SHALL PROVIDE SHOP DWGS am- - ----- - INSTALL SEALANT WHERE FOR THE RELEASE STRUCTURE. PINS PENETRATE THROUGH 1 1/2" CLEAR STAINLESS STEEL THROUGH :7--, WALL FLASHING TYP, WALL FLASHING; CONT,- 3. 48" RCP RISER TO HAVE 48" RC CAP, CAP -N`--VALVE STEM ENSURE POSITIVE DRIP TO HAVE 42" DIAMETER OPENING, RUST PROOF CREST OF CMU BOND BEAM FILLED RISER: 48&00 MORTAR JOINTS TO WATERTIGHT BRICK VENEER FACE AND W/ GROUT 4. PROVIDE STEPS IN RISER 48" RCP RISER VALVE STEM 8" X 8" X 16" STD. MATCH BUILDING SEAL SUPPORT (TYP.) CONCRETE MASONRY UNIT RUST PROOF W/ CONT, JOINT 6" BUTTERFLY VALVE ." Cc) REINFORCEMENT EVERY 3 VDOT #3, #5, OR SET VALVE IN 3,000 PSI n COURSES #357 STONE PILED MIN CONCRETE BASE 2� 1" 1.5" SAND SETTING BED 1/2" EXPANSION JOINT W/ AROUND PERFORATED 36" RCP BARREL RISER PIPE FILLER FIBER; CONT,; TYP. 0 0 D 0 6" CLASS 53 DIP PIPE AT 2,00% MIN, 8�5 9" COMPACTED TRENCH DRAIN PROVIDE 90' DIP BEND, AND 8" PER- 18" DEPTH AGGREGATE; VDOT #21A SEE DETAIL: 96" DIAMETER FORATED RISER PIPE AND CAP GEOTEXTILE AS REQUIRED; GALV, METAL WALL TIES--- TYP, EVERY 3 COURSES ('T� POND RISER BMP - CONCRETE; �16SETION NTS FINISH GRADE W1 SEE DETAIL: LU 3" OF TOPSOIL16 < \\ B SOLID CMU BLOCKI[NG X Y, MIN, WASH �I�l --a- 7/7 V111A 4 - I HAND \1 L) VVFICr-L 0 9r) kill., I ffil TERRACE AREA VEHICULAR AREA 4" COMPACTED AGGREGATE VD OT #21A 95% COMPACTED SUBGRADE- MODIFIED PROCTOR DENSITY; T Y'P. PD 0 CONCRETE AVER IN'T D`� PRECAST r 'ALLATION 2 ` MEMO I K! OR FOR A r)' 10, 4.0' y EIVIE"ENC" SPILLWAY CHANNEL - NTS S 16 SECTION N,T.S. SECTION 1\ NOTES: 171 1, WARNING LIGHTS SHOULD [BE USED TO MARK (CHANNELIZING DEVICES AT [NIGHT AS NEEDED. 2. CHANNELIZING DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE 'VISIBLE TO APPROACHING TRAFFIC, TRUCK MOUNTED ATTUNATOR TRAFFIC CONES W4-2 N.T.S, PD -014 N.T.S. VR -9 . , , N.T.S.167 �ECTION 2" SMOOTH TOOLED EDGE (TYP.) CONTRACTION 11131) JOINT LIGHT BROOM FINISH TO BE EXPANSION JOINT WITH PERPENDICULAR TO BE APPROVED TO DIRECTION OF TRAVEL Checked: BACKER ROD z < -J ... LU O'-6" cn....... DRAWINGS); (AS SPECIFIED ON DRAWINGS); ENCASEMENT EXPANSION JOIN PLAN EXPANSION JOINT (MAX, 25' O,CJ (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX, OR AS SHOWN ON PLANS, SURFACE USE 1/2"' EXPANSION DEPTH SHALL BE 1,25" OR 25% WASH; TYP, OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1,4xW1,4 MAX, 2% WITH 2" MINIMUM COVER -- #4 5 10, 3000 P.S.I. CONCRETE POLYDRAIN CHANNEL; - AT 28 DAYS AIR -ENTRAINED :7 7 V, R CONTACT: ABT, INC. rd ,6 -U 0 000WOCRRMI�011O 00\ 0 0, 60 0 COMPACTED AGGREGATE 0 0 0 0 t 0 BASE VDOT #21A -11 n r� r-11- 0 0-C--",C)c COMPACTED SUBGRADE-- X X X U) z TYPE B OR C POLYDRAIN DUCTILE IRON SECTION CONCRETE WALK CONCRETE TO BE CLASS IF CAST IN PLACE; 4000 PSI IF PRECAST NOTE: 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. VDOT STANDARD CG`- 2 CURB SECTION WIDTH VARIES 1/4" SAWED OR TOOLED JOINT X 1-1/4" DEPTH DE PT H ACE & BASE ASE 3 HANOVER APPIAN CONCRETE PAVER WITH BROOM SWEPT SAND JOINTS; (SEE ARCHITECT FOR COLOR AND PATTERN); TYP, 4" COMPACTED AGGREGATE; VDOT #21A 3000 PSI CONCRETE HEADER WITH 1- #3 REBAR; CONT,; TYP, PD -001 N.T.S. WASH ..... Q)O� U lye, 10,vo 0 0, e-4" ,2" 2" RADIUS LIGHT BROOM FINISH FINI H SEE ASPHALT/CONC WWF 6" X 6" PAVING DETAIL FN W1,4xW1A W/ 2 MN. COVER; URN DOWN X. X - -'-X4.--X---'X 211 - I X!9 I - MIN. I -NT,S. 716 SECTION PLAN AND SECTION 0,5" PRE -MOLDED, NON -EXTRUDING, ASPHALT -IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL. 2" SURFACE 3/8" SAW CUT JOINT PER VDOT PR -2 VDOT STAND 1 D 3000 3" BASE COI Q11Qrint\lr'.Qr-TF- Inn I ", - 28 DAYS HEAVY BROOM VDOT STAND FINISH WITH 6x12 - W5.5 x W4 WWF 2" MIN COVER --z -X-7 -'� -max '-x 0 6" COMPACT Qo on 00- 8" COMPACTED 0- AGGREGATE AGGREGATE BASE 0 0 S�\moo VDOT #21A VDOT #21A \\\\\xA 1/> > A COMPACTED OMPACTED SUBGRADE ALL JOINTS TO BE SLEEVED AND/ SUBGRADE OR DOWELED WITH 1.25" MIN. DOWELS PER VDOT STD. PR -2 PD -015 AS -.-)HALT PAVING TRAVELWAYS H E A D" U TY C O'NC rr '1 E T E PA IN %d SECTION N.T.S. 16 SECTION PHASE 2 2" SURFACE COURSE " SURFACE VDOT STANDARD SM -9.5A 5A VDOT STAND 6" COMPACT! AGGREGATE VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING PARKING AREAS SECTION 4' 8' 2 RIP RAP CL. Al 4' 2 PHASE 1 4" COMPACTI AGGREGATE VDOT #21A COMPACTED SUBGRADE PEDESTRIAN PATH SECTION NOTES: SEE ANTI -VORTEX DEVICE DETAIL ARCHITECTURAL PRECAST-----___ 15 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAND WHEEL CONCRETE CAP WASH INSURE THAT ALL JOINTS ARE WATERTIGHT. CORRECTIVE MEASURES WILL BE THE 90" RC TRASH RACK 1/2" DIA x 6" STAINLESS RESPONSIBILITY OF THE CONTRACTOR, WITH ANTI -VORTEX SUPPORT STEEL PIN MIN, TWO PER DEVICE BAR EACH COPING PIECE, 2. CONTRACTOR SHALL PROVIDE SHOP DWGS am- - ----- - INSTALL SEALANT WHERE FOR THE RELEASE STRUCTURE. PINS PENETRATE THROUGH 1 1/2" CLEAR STAINLESS STEEL THROUGH :7--, WALL FLASHING TYP, WALL FLASHING; CONT,- 3. 48" RCP RISER TO HAVE 48" RC CAP, CAP -N`--VALVE STEM ENSURE POSITIVE DRIP TO HAVE 42" DIAMETER OPENING, RUST PROOF CREST OF CMU BOND BEAM FILLED RISER: 48&00 MORTAR JOINTS TO WATERTIGHT BRICK VENEER FACE AND W/ GROUT 4. PROVIDE STEPS IN RISER 48" RCP RISER VALVE STEM 8" X 8" X 16" STD. MATCH BUILDING SEAL SUPPORT (TYP.) CONCRETE MASONRY UNIT RUST PROOF W/ CONT, JOINT 6" BUTTERFLY VALVE ." Cc) REINFORCEMENT EVERY 3 VDOT #3, #5, OR SET VALVE IN 3,000 PSI n COURSES #357 STONE PILED MIN CONCRETE BASE 2� 1" 1.5" SAND SETTING BED 1/2" EXPANSION JOINT W/ AROUND PERFORATED 36" RCP BARREL RISER PIPE FILLER FIBER; CONT,; TYP. 0 0 D 0 6" CLASS 53 DIP PIPE AT 2,00% MIN, 8�5 9" COMPACTED TRENCH DRAIN PROVIDE 90' DIP BEND, AND 8" PER- 18" DEPTH AGGREGATE; VDOT #21A SEE DETAIL: 96" DIAMETER FORATED RISER PIPE AND CAP GEOTEXTILE AS REQUIRED; GALV, METAL WALL TIES--- TYP, EVERY 3 COURSES ('T� POND RISER BMP - CONCRETE; �16SETION NTS FINISH GRADE W1 SEE DETAIL: LU 3" OF TOPSOIL16 < \\ B SOLID CMU BLOCKI[NG X Y, MIN, WASH �I�l --a- 7/7 V111A 4 - I HAND \1 L) VVFICr-L 0 9r) kill., I ffil TERRACE AREA VEHICULAR AREA 4" COMPACTED AGGREGATE VD OT #21A 95% COMPACTED SUBGRADE- MODIFIED PROCTOR DENSITY; T Y'P. PD 0 CONCRETE AVER IN'T D`� PRECAST r 'ALLATION 2 ` MEMO I K! OR FOR A r)' 10, 4.0' y EIVIE"ENC" SPILLWAY CHANNEL - NTS S 16 SECTION N,T.S. SECTION 1\ NOTES: 171 1, WARNING LIGHTS SHOULD [BE USED TO MARK (CHANNELIZING DEVICES AT [NIGHT AS NEEDED. 2. CHANNELIZING DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE 'VISIBLE TO APPROACHING TRAFFIC, TRUCK MOUNTED ATTUNATOR TRAFFIC CONES W4-2 N.T.S, PD -014 N.T.S. VR -9 . , , N.T.S.167 �ECTION W9-2 W20-5 W21-4 ri -r OUTSIDE LANE CLOSURE ON 4 WAY ROADWAY PLAN (TTC-14.1) 16 SECTION PRIOR TO PLACEMENT OF SURFACE MIX, MILL TURN LANE EDGE OF EXISTING WIDTH VARIE TRAVELLWAY AND RESURFACE, �MIN. 1/4":1' IiN- EXISTING PAVEMENT 15" OF SM -9,5A 9.5" OF BM -25,0 6" OF TYPE I NO. 2113 NOTE: NO, 21B ALL PAVING MATERIALS TO MEET "SUPER PAVE" SPECIFICATIONS PD -28 TY UIAL SECTION T. 250 FRONTAGE IMPROVEMENTS N.T.S. SHOULDER 95 MIK 2' N.T.S. T.O.W. SEE SITE ELEV - SEE PLAN SITE PLAN 110i1E:f111, ; 1 : 'M* BARS NOTE: 11131) UC" lan `D' BARS w EXPANSION JOINT WITH PRODUCT SUBSTITUTES TO BE APPROVED BY Checked: BACKER ROD ENGINEER, CONCRETE OR ASPHALT RECOMMENDED ALTERNATIVE O'-6" G20 -2A DRAWINGS); (AS SPECIFIED ON DRAWINGS); ENCASEMENT ENCASEMENT an IF CONCRETE, OR OTHER RIGID 4' MIN 2' -Il' 0 3 , 4-9 #XI 12 (1) # -q SURFACE USE 1/2"' EXPANSION TYP. WASH; TYP, 8--c- 10'-O" �'(P WEEP HOLES JOINT 0-1. .4 11 101, (8) #4 5 10, #5 a ION POLYDRAIN CHANNEL; - F I L T En X\ > '/1 / 1�/, "\//, XX APA NOTES: FABRIC /\\/%/\ 500 ILLUMINATED FLASHING CONTACT: ABT, INC. rd Q00 (AMBER CAUTION MODE) 1.800,438-6057 ELEV SEE U) z TYPE B OR C POLYDRAIN DUCTILE IRON LIJ C� < < SITE PLAN INLAY GRATE #502 WITH III :> ILLUMINATED FLASHING LOCK DOWN BOLT' ..-I I F u- F- 0 AMBER ARROW TYPE C UJ REINFORCE ENCASEMENT - BAR PER PAVEMENT LOADING 1, POND I Il 95% COMPACTED SUBGRADE ;I l\ I I\ I hl l IYI I I I I 1=1 I -1\I I L\ R 'P' BARS --- MODIFIED PROCTOR DENSITY VV4 - 2 TO ELEVATION 488'. TRENCH DRAIN W9-2 W20-5 W21-4 ri -r OUTSIDE LANE CLOSURE ON 4 WAY ROADWAY PLAN (TTC-14.1) 16 SECTION PRIOR TO PLACEMENT OF SURFACE MIX, MILL TURN LANE EDGE OF EXISTING WIDTH VARIE TRAVELLWAY AND RESURFACE, �MIN. 1/4":1' IiN- EXISTING PAVEMENT 15" OF SM -9,5A 9.5" OF BM -25,0 6" OF TYPE I NO. 2113 NOTE: NO, 21B ALL PAVING MATERIALS TO MEET "SUPER PAVE" SPECIFICATIONS PD -28 TY UIAL SECTION T. 250 FRONTAGE IMPROVEMENTS N.T.S. SHOULDER 95 MIK 2' N.T.S. T.O.W. SEE SITE ELEV - SEE PLAN SITE PLAN 110i1E:f111, ; 1 : RETAINING WALL SCHEDULE 'M* BARS Hut 11131) UC" lan `D' BARS w OLO BARS `M` BARS ON BARS "Pu BARS Checked: MEK b' -O" O'-6" I' -ION 3'-:2n 18" W #I ------- an -0. It -O. 2' -Il' 0 3 , 4-9 #XI 12 (1) # -q #4 9 12- .0 BARS 120 8--c- 10'-O" �'(P WEEP HOLES 0-1. .4 11 101, (8) #4 5 10, #5 a ION -0, O/C F I L T En X\ > '/1 / 1�/, "\//, XX APA NOTES: FABRIC /\\/%/\ 500 STONE ELEV SEE SITE PLAN WX IS INTENDED TO PERMANENTLY IMPOUND WATER -------------- BAR 1, POND 'P' BARS --- TO ELEVATION 488'. 'L' BARS - . , . I U 2, SEEPAGE THROUGH EXISTING AND PROPOSED SOILS THAT WILL X, FORM EMBANKMENT AND POND BOTTOM IS TO BE MINIMIZED AND AN ACCEPTABLE RANGE, U II 13- CLR. CLR. ! i DD -015 WITHIN 495 RIP RAP CHANNE L 3, CONTRACTOR TO HAVE GEOTECHNICAL ENGINEER TEST THE to - B. RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hut 11131) UC" lan `D' BARS w OLO BARS `M` BARS ON BARS "Pu BARS Checked: MEK b' -O" O'-6" I' -ION 3'-:2n 18" W #I ------- an -0. It -O. 2' -Il' 0 3 , 4-9 #XI 12 (1) # -q #4 9 12- #q1:2 120 8--c- 10'-O" 0-1. .4 11 101, (8) #4 5 10, #5 a ION 5 1, CONCRETE: 3,000 PSI id 28 DAYS, 2, REINF.: GRADE 60 3. MAX SOIL BRNG PRESSURE = 2,000 PSF (ASSUMED) 4. DESIGNER: MOILER & ASSOCIATES, CHARLOTTESVILLE, VIRGINIA; 804.971.3027 ( REINFORCED CONCRETE RETAINING WALL PSECTION N.T.S. 16 SECTION N, T, S. / Scale: AS NOTED Date: 9/15/00 Project No.: 9828.003 Designed: AGF Checked: MEK X 18" MIM 5 F I L T En X\ > '/1 / 1�/, "\//, XX APA NOTES: FABRIC /\\/%/\ 500 WX IS INTENDED TO PERMANENTLY IMPOUND WATER 1, POND TO ELEVATION 488'. 2, SEEPAGE THROUGH EXISTING AND PROPOSED SOILS THAT WILL FORM EMBANKMENT AND POND BOTTOM IS TO BE MINIMIZED AND AN ACCEPTABLE RANGE, DD -015 WITHIN 495 RIP RAP CHANNE L 3, CONTRACTOR TO HAVE GEOTECHNICAL ENGINEER TEST THE SETTLED TO DAM ELEV: 4 OF 4.00 -4 N.T.S. SOILS AND CERTIFY THAT BOTH THE PROPOSED AND EXISTING 1aP6 SECTION SOILS ARE SUITABLE FOR STABILITY, COMPACTION, AND SEEPAGE 100 YEA ELEV: 492.81 AQUATIC ND CONTROL. SAFETY B NCH 4. PRIOR TO DAM AND OUTLET STRUCTURE CONSTRUCTION, E -M -E R` 6 ELEV: ET� -CY - - - - - SPILLW 92.00 Y 4 UNSUITABLE MATERIAL, INCLUDING ALL TOPSOIL., TO BE UNDERCUT I EAR V: 49 AND REPLACED WITH SUITABLE SOIL FILL. THE SUBGRADE UNDER 490 cc THE EMBANKMENT TO BE PROOF ROLLED AND ANY SOFT AREAS A VATIC AND PROPOSED GF AIDE LU 0- REMOVED AND REPLACED WITH PROPERLY COMPACTED FILL. SAFETY BENCH 0 ,�� F 4 N, cc 5. DAM FILL TO BE PLACED IN 8" LOOSE LIFTS, AND WITHIN 4% .TER __NORMALLFLE OPTIMUM MOISTURE CONTENT, COMPACTED TO 95% OF MAXIMUM 16, 0 487,00 DRY DENSITY IN ACCORDANCE WITH ASTM D698. EXISTING GRADE 4 10 10' 10' 6. ENGINEER TO BE NOTIFIED IN THE EVENT THAT SOILS TESTED 485 ARE UNSUITABLE. IN THE ABSENSE OF ON-SITE SUITABLE SOILS, 48" RC CAP WITH IMPORT SOILS, SOIL ADDITIVES OR ALTERNATIVE DAM DESIGN 5 42" DIAM OPENING MAY BE NECESSARY. SEE DETPIL THIS SHEET RIP RAP OUTLET 1 VDOT STF. 5�Nll> 7, IF SOILS FOR POND BOTTOM AND EMBANKMENT ARE UNSUITABLE, PR TECTION /> EC -3A POND TO BE LINED WITH GEOTECHNICAL MATERIAL IN ACCORDANCE RECOMMENDATIONS, GEOTECHNICAL 4 WITH ALL MANUFACTURER'S /,X, ENGINEER TO APPROVE AND CERTIFY LINING MATERIALS USED. 480 480.00 151.51' 36" RCP rd 0.64% -A 8. PROFILE F:)LLOWS OULET PIPE AND IS SKEWED WITH RESPECT . . . . .. . . ... . . . . . . . . C - - - - - - - - 479.0 - -- - - - - - - - - - - - - - - - - -- - - - - - - - - V, \X TO DAM, LOW LEV L DRAIN 48' RCP RISER 4' MIN. SEE DETAIL THIS SHEET CREST ELEV: 488.00 ELEV: 476,6 IN ELEV: 480.00 4 475 CUTOFF TRENCH /Z VEHICULAR ACCESS SECTION - EMERGENCY SPILLWAY.,. SECTION N.T.S. 4 4 70 TI 00 95 90 85 80 75 70 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. �pLTH op ROBERT B. MCKEE NO, 7783 4 0 IVA Revisions: 1. 01/15/01 COUNTY CO1v1A4ENTS 2. 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDC 6. 11/15/01 ACSA COMMENTS 7. 07/25/02 MULTI -SOURCE Scale: AS NOTED Date: 9/15/00 Project No.: 9828.003 Designed: AGF Checked: MEK 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. 1 CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS, BACKFILL TO TERMINATE AT REFER TO TREE TOP OUTSIDE LIMITS OF STAKING IDETAIL ROOTBALL 70 MPH ADD MULCH OVERTOP OF plus additional ROOTBALL AND PLANTING PIT TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE LIMITS, BEGINNING AT NO MORE �� THAN 1" DEPTH AT TRUNK AND 400 TAPERING UP TO A DEPTH OF 20.5 3" AT PLANTING PIT LIMITS, 33.4 SNTS 124-111 THEN TAPER TO PROPOSED 12.2 16.1 20.4 FINISHED GRADE 11 VARI S SNTS 144-11 400 9.9 ROOTBALL YI 16.1 20.2 BACKFILL WITH CULTIVATED, CUT AWAY ALL WIRE BASKETS ORIGINAL SOIL FROM PLANT AND/OR NON -BIODEGRADABLE 14.4 PIT EXCAVATION IF LOOSE. IF ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH BURLAP FOOTBALL WRAPPING ACCEPTABLE TOPSOIIL MATERIAL, AMEND BACKFILL TO BE UNTIED FROM TRUNK PER SPECIFICATIONS. COMPACT AND CUT AWAY TO A POINT BACKFILL IN LIFTS BY FOOT. AT LEAST 1/2 DISTANCE DOWN WATER THROUGHLY AT 1/2 ROOTBALL, 400 SCARIFY BASE OF PLANT PIT 6.2 WHEN EXCAVATING PIT, BREAK RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO DRAINAGE) PLANT PLACEMENT RO U PIT 02 318"X4" TENON '/ SECTION N. S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS' REFER TO "SEASONAL DISTANCE FROM FRONT OF BED O0LDR' BULBS AND PERENNIAL PLANTINGiDE SPECIFIED) SEQUENOE^ NDTES. (UNLESS R(}VV SPACING ROOTBALL 0.0. SPACING BED WIDTH PLAN CROWN BED |NOENTER TO PROVIDE POSITIVE \ DRAINAGE \ PERENNIAL. SOIL MIX (AS SPECIFIED) TYP. SPACING TRENCH EDGE; TYP. MULCH LAYER (AS SPECIFIED) FINISHED GRADE CULTIVATE SOIL WITH ROTOTILLER BELOW BREAK THROUGH ANY SOIL MIX AREA TO A SECTION EXISTING "HARDIPAN" DEPTH OF 6-8" AND REMOVE TO PROVIDE GOOD PERCOLATION AND UNDISTURBED SUBGRADE POSITIVE DRAINAGE PERENNIAL/ ANNUABED PLANTING PLAN/SECTION NIS. 3" MIN, FINISHED z FINISHED GRADE rr GRADE 0 11-61, 445 BARS 44 TIES 4 ANCHOR BOLTS SIZED PER MANUF. PLAN AND SECTION CONDUIT (TYP] COPPER GROUND 3000 PSI RBNF. CONCRETE NOTES: 1. CONTRACTOR TO REFER TO MANUFACTURER FOR VERIFICATION OF BOLT PATTERN AND GROUNDING REOUR|EMENTS. 2. CONTRACTOR TO COORDINATE PLACEMENT OF SYSTEM -WIDE PHOTOCELL WITH LANDSCAPE ARCH|TECT, NOTES: 1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR YVARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY. OR INCURRED DURING, PLANTING PROCESS. TREE STAKING OPTIONS SECTION OPTION A' VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE P|T, 2 STAKES AND GUYS PER TREE, SET STAKES 1800 AROUND PLANT PIT 3' 2 PLY BLACK RUBBER HOSE; 12^ MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1' WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OFTREE PIT OPTION C` GUY WIRE STAKING- 3- #14 GAUGE SOLID WIRES TO BE PULLED TAUT WITH GALV. TURNBUOKLE, 3- 18^ MIN. LENGTH TREE STAKES SET BELOW GRADE, STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 1200 AROUND PLANT PIT NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3. MANUFACTURER: USA ARCHITECTURAL L|GHT|NG. SUN VALLEY, CALIFORNIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, H|OHMOND, VIRGINIA; 804.358.2380 D 0G`HT MANUFACTURER SPECIFICATION SHEET LD -002 NT.S. NOTES-, 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING AND GROUNDING REQUIREMENTS. 2. CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3. MANUFACTURER! L|THON|A LIGHTING, ()ONYERS. GEORGIA, 4, SUPPLIER: ILLUMINATION CONCEPTS AND SALES, R|CHMONO, VIRGINIA; 804358.2300 WALL MOUNT MANUFACTURER SPECIFICATION SHEET NT.3� �0 � '^L-' L-`` '" '`�"'."E-E. ''' DETAIL TREE ��Q A��U�� wnr�c' ..�.. SECTION SMJTS SERIES ENGINEERING DATA Maximum EPA ' Square Feet Catalog Maximum 100 MPH 90 MPH 80 MPH 70 MPH BY VOL0NE. plus additional owind gust TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE � �� SNTS 104-11 400 16.7 20.5 26.1 33.4 SNTS 124-111 400 12.2 16.1 20.4 25.8 SNTS 144-11 400 9.9 12.8 16.1 20.2 SNTS 154-11 400 8.9 11.4 14.4 17.9 SNTS 164-11 400 7.9 10.1 12.8 15.9 I 01_811 POLES MOUNTING SNTS 204-11 400 48 6.2 7.9 11.6 SNTS 204-7 460 8.8 11.3 14.0 17.4 POLE WALL BOLT ANCHORAGE 02 318"X4" TENON Jr-_' P:. LI LuPl EX RECEPTACLE SET TREE PLUMB PRIOR TO STAK|NG, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE AROH|TEOT, TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED NOTES: 1 CONTRACTOR TO REFER TO SUPPLIER FOR 0RDER|NQ, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3, MANUFACTURER' USA ARCHITECTURAL L|8HT|NG, SUN VALLEY' CALIFORNIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND 8ALES, R|0HMDNO, VIRGINIA; 804.358.2300 LIGHT POLE i.U��K MANUFACTURER SPECIFICATION SHEET NT.S � ` NOTES: ncrcn /v r.. DETAIL TREE PLANTING ON SLOPE SECTION GENERAL NOTES: o/�mmo PRUNING IS RESTRICTED ALL PRUNING SHALL BE RESTR\CED TO REMOVAL OF DEAD AND BROKEN BRANCHES. THE REMOVAL OF DEAD BROKEN BRANCHES AND NEVER COVER TOP OF FOOTBALL WITH SOIL. LL BE PERFORMED UNDER SUPERVISION OF THE PLANTING BEDS SHALL BE PREPARED AS PER SPECIFICATIONS. DSOAPE ARCHITECT PULL BURLAP AWAY FROM TOP OF R00TBALL PRIOR TO BACKFILLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DRAINAGE OF PLANT PIT. SEE IRRIGATION PLANS /DETA|LS/SPE0F|CATIONS AS THEY RELATE TO THIS INSTALLATION, - GUYING DETAIL CONSISTS 2 8UYS,SET 1206 AROUND �T PIT ON "UPHILL" SIDE 1PAOT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE MuL~�-- ��u REMOVE ALL SYNTHETIC MATERIAL FROM PLANT PIT AND PLANT SHRUBS 3^ HIGHER THAN THE GRADE OF SURROUNDING AREA, 3^ MULCH LAYER KEPT 3^ FROM MAIN STEM ()F / / � SHRUB. / BACKFILL AS PER SPECS, / �--FOOTBALL SHALL REST SCARIFY TAPERED SIDES--/ SOLIDLY ON UNDISTURBED OF PLANT PIT. MOUND OF SUBGRADE, PLANTINGLD-005 SHRUB N. SECTION NOT TO SCALE RETAINING WALL SCHEDULE All above design calculations are based on sustained VAndmrce. � BASE OF BED TOWARD PERIMETER, 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AME0DMENTS BY VOL0NE. plus additional owind gust TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE � �� 8H0VVN tEXaMP12: PD12 rated at HE) MPH withstands 104 MPH gustsi ~ 15% REINFORCING ---�� , rima "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) - MOD 05% STERL|ZED COMPOSTED CUVV MANURE POLES MOUNTING FINI�� OFTIONS APPLY i|�F 4T � ��TF OF s |�S PER �O SO FEET /-SUPPLEMENTAL APE ��eN-�� I 01_811 POLES MOUNTING _FINISH OPTIONS POLE WALL BOLT ANCHORAGE 02 318"X4" TENON Jr-_' P:. LI LuPl EX RECEPTACLE El 104-11 10' 11 9" 314"X18"X3" :6M 0 GFIRECEPTAGUE 14HITE E1184-111 18, 91. 11 3W'Xl8`X3` DRILL MOUNT v'fi?o SLM El 10" COUPLING El 204-7 20' 7 11" 314"X30"XT' 1, 11 1�` 34 - UPLING yaALVANIZED 112" COUPLING 3-120 GLV CPLN2 REQUIRES EITHERMOSET lSPECIFY COUPLING LOCATION) PT27 POLYESTER AND POWDER PER DAPTER PAGE SEE ACCESSORIES SEOTION FOR ADSEE CIT ONA_ COLORS NOTES: 1 CONTRACTOR TO REFER TO SUPPLIER FOR 0RDER|NQ, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3, MANUFACTURER' USA ARCHITECTURAL L|8HT|NG, SUN VALLEY' CALIFORNIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND 8ALES, R|0HMDNO, VIRGINIA; 804.358.2300 LIGHT POLE i.U��K MANUFACTURER SPECIFICATION SHEET NT.S � ` NOTES: ncrcn /v r.. DETAIL TREE PLANTING ON SLOPE SECTION GENERAL NOTES: o/�mmo PRUNING IS RESTRICTED ALL PRUNING SHALL BE RESTR\CED TO REMOVAL OF DEAD AND BROKEN BRANCHES. THE REMOVAL OF DEAD BROKEN BRANCHES AND NEVER COVER TOP OF FOOTBALL WITH SOIL. LL BE PERFORMED UNDER SUPERVISION OF THE PLANTING BEDS SHALL BE PREPARED AS PER SPECIFICATIONS. DSOAPE ARCHITECT PULL BURLAP AWAY FROM TOP OF R00TBALL PRIOR TO BACKFILLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DRAINAGE OF PLANT PIT. SEE IRRIGATION PLANS /DETA|LS/SPE0F|CATIONS AS THEY RELATE TO THIS INSTALLATION, - GUYING DETAIL CONSISTS 2 8UYS,SET 1206 AROUND �T PIT ON "UPHILL" SIDE 1PAOT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE MuL~�-- ��u REMOVE ALL SYNTHETIC MATERIAL FROM PLANT PIT AND PLANT SHRUBS 3^ HIGHER THAN THE GRADE OF SURROUNDING AREA, 3^ MULCH LAYER KEPT 3^ FROM MAIN STEM ()F / / � SHRUB. / BACKFILL AS PER SPECS, / �--FOOTBALL SHALL REST SCARIFY TAPERED SIDES--/ SOLIDLY ON UNDISTURBED OF PLANT PIT. MOUND OF SUBGRADE, PLANTINGLD-005 SHRUB N. SECTION NOT TO SCALE RETAINING WALL SCHEDULE |W;HES IN DEPTH. 2. SLOPE BASE OF BED TOWARD PERIMETER, 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AME0DMENTS BY VOL0NE. B0OSTER, ALSO, ADD SMALL AMOUNT OFFERTILIZER INTO BOTTOM OF HOLE. DONOT 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE Checked: �� 8H0VVN STOCKPILE OR APPROVED IMPORT PRODUCT) D|AWETER, DIMENSIONS HUMUS ~ 15% REINFORCING ---�� , 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) - 05% STERL|ZED COMPOSTED CUVV MANURE ^ ~ 05% SAND (ANGULAR BUILDERS SAND) 8. WATER THOROUGHLY. APPLY i|�F 4T � ��TF OF s |�S PER �O SO FEET /-SUPPLEMENTAL APE ��eN-�� I 01_811 01 -All zc� / � #4 K� 18^ PLANTING SOU- MIX: t THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCH|TE{}T, REFER TO SPECIFICATION SECT|0N 02A23. OR BELOVV. FOR TnPSO|L REOU|REMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES' EVERGREENS. SHRUBS AND GROUN000VERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. | 00% TOPSOIL (CLEAN' LOOSE MATERIAL FROM ON-SITE /^0000vcn m^ono� oonn//r�` a/v�xr`�c wn nrr"u,�u =,v". ."�"""./ 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/0R PEAT NOTES: i PART STERILIZED COMPOSTED 0OVV MANURE 1. CONIC, 3000 Ani Fd 28 DAYS 1 PART SHREDDED PINE BARK (OR EQUAL) 2. RBNF : GRADE 60 3. MAX. SOIL BRNG PRIES ` 2000 PSF COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT 4. PROVIDE 1'-0^ MIN #57 STONE OR LIME AS RECOMMENDED IN SOIL REPORT DRA|NBOARD BEHIND WALL FACE - SITE PREPARATION: t IN AREA5 SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACT|V|T|ES HAVE NOT RESULTED IN CLEARING AND GRU8|NG OF EXISTING VEGETATION, 00NTFACTOR SHALL CLEAR AND GRUB ALL VVEED8, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATER|AL, SAVE AND EXCEPT SPEC|k�ENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE; t EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL ,�,,^.c=rn �"�"`.. �",�"^^ ", �."^..^-�. ".- .. .-~_.".... -BRICK o/v/v� '`�conm^ C. mu/u//uou'/u� ur cx�^v^/cu ocu �m �uu�/mm�� G'8 |W;HES IN DEPTH. 2. SLOPE BASE OF BED TOWARD PERIMETER, 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AME0DMENTS BY VOL0NE. B0OSTER, ALSO, ADD SMALL AMOUNT OFFERTILIZER INTO BOTTOM OF HOLE. DONOT 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE Checked: �� 8H0VVN STOCKPILE OR APPROVED IMPORT PRODUCT) D|AWETER, 25% HUMUS ~ 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX) ---�� , 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) - 05% STERL|ZED COMPOSTED CUVV MANURE ^ ~ 05% SAND (ANGULAR BUILDERS SAND) 8. WATER THOROUGHLY. APPLY i|�F 4T � ��TF OF s |�S PER �O SO FEET -J �'._� _'_ �� '��_ _ - -__ � _� -- __ � -_� �� (ADJUST FOR ACIDIC SOILS) DR AS RECOMMENDED ~ IN SOILS REPORT Cl) 4. ADD 8 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTDT|LL INTO EXISTING SOIL, ��U�]F�~��y�y-t�j��E�� RETAINING 8 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED G INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS, IF DETAIL AND SCHEDULE NIS. SEASONAL BED FRONTS A SHRUB OR 8ROUNDCOVER 8ED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. Scale: 6, EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LB8, PER 108 SO, FEET AND RAKE INTO TOP 3 INCHES OF SOIL, USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB B0OSTER, ALSO, ADD SMALL AMOUNT OFFERTILIZER INTO BOTTOM OF HOLE. DONOT USE 8N\K�AL �ANURES. Checked: 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING 8H0VVN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN TH|ER D|AWETER, BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5^ MUSO�R| 5^ , TULIP"' 8^ . HYAO�THS S^ DAFF�]|LS 8^ |R� 8^ - 8. EDGE BED AND MULCH AS 3PEO|F|ED, 8. WATER THOROUGHLY. /-SUPPLEMENTAL APE ��eN-�� ^�r �� m�� MLKE[CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LANDPLANNERG 301 East High Gm»at Charlottesville, V&229O2 804-978-7522 www.mokoeoumon.00m McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 Sport Concepts, Ltd. IH' 0,p ROBERTE. WCKEE' NO. 7783 ISQIV�%IVAL � Scale: AS NOTED Date: 9/15/00 Project No.: 9828.003 Designed: SWE Checked: MEK ^ , . .�� Piiil Revisions: | 1. 01115101 COUNTY COMMENTS � 2. COUNTY COMMENTS � 3. 07/31/01 COUNTY COMMEN 4. 02GENERAL lDIYSI{)NS 5. 10/19/01 PER EDG 6. 07/25/02 7. 08/30/02 COUNTY COMMENTS� Scale: AS NOTED Date: 9/15/00 Project No.: 9828.003 Designed: SWE Checked: MEK FRAME & COVER DECREE (SEE TYPICAL MANHOLE VOL. FRAME AND COVER DETAIL) STREET SURFACE [0R VOL, NON -PAVED AREA SLOPED AREA— PRODUCTS OR APP'D. EQUAL DRESSER--- 12 2" GATE VALVE W/ THREADED _ 36" MIN. COUPLING CONNECTIONS r---� METER DITCH LINE---- "WEDG-LOK" TYPE C/) LU RUBBER COATED STEEL 12" MIN15' MIN 30" MA BLOCK' STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED 12" MIN CONCRETE SECTIONS 16" MAX "0" RING SEALS MINIMUM ELEVATION [}| � KJ �L/�|� | 45 2.66 2.66 2,77 O26 FROM INLET TO OUTLET 22 1/2 SHALL BE 0,20 FEET, VARIES CONCRETE---, FILLETS DEPTH OF FLOW CHANNE TO BE 3/4 DIAMETER PIPE OF CONTRIBUTING SEWER ANCHOR NO. 1 ATNO, 1211 A FILLETED INVERT FOR A SMOOTH FRANSITION OF FLOW BETWEEN INLET 2 & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING VV/ NO. 68 STONE NOTE: 1 BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE ' SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2� THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BA8E& 3, ALL J0NTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL SANUlARY MANHOLE SHOWING BRANCH TIE &N 8ECT|ON GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL BEDDING 9STDNE x STABLE SOIL HOOK 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 M68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL UNSTABLE BACKFILL SOIL MI IN STONE ZSTA'BLE SOI ROC"K ZSTABLE 'SOIL OR ROCK NOTES: 1 NO ROCKS SHALL BE ALLOWEDWITHIN 24^ OF THE WATER LINES. 2, NO ROCKS LARGER THAN 8^ IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3 THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 8^ LIFTS. 4 NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CAGEG, DUCTILE IUON WATER PIPE INSTALLATION & BEDDING THREADED PLUG CLEANOUT ADAPTOR FINISHED GROUND ADJUSTABLE VALVE BOX WITH LID, B|NGH8M & TAYLOR F|G, NO 4905 OR APPROVED EQUAL VDOT NO, 21A STONE '4^ CLEANOUT --6^ | 0^ SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED MINIMUM AVERAGE -WEIGHT RING 190 |bs� COVER 120 lbs. °^» '�- 7 om ." �' .= ~,^^ . STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER SUPER CAST. INC. MODEL NO, MH'RCR-2001 OR APPROVED EQUAL 25 1/7 1/211 3/4" J 4 3/4" mr t2l 4 3/8^ TYPICAL SAN8TARY MANHOLE FRAME & COVER PLAN AND SECTION }` �( __�IPE DECREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL, STEEL, WEDG-LOK AS MAN. BY DELTA COUPLING Designed: PRODUCTS OR APP'D. EQUAL DRESSER--- 12 2" GATE VALVE W/ THREADED _ 36" MIN. COUPLING CONNECTIONS r---� METER DITCH LINE---- C/) LU STRAINER 12" MIN15' MIN 30" MA BLOCK' 12 CONCRETE [}| � KJ �L/�|� | 45 2.66 2.66 2,77 O26 22 1/2 PIPE ANCHOR NO. 1 ATNO, 2 FIRST JOINT ABOVEGRADE N-T.S REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 0^ IN ANY DIMENSION --(NT|AL BACKF|LL» (G^ LIFTS) x THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCH|NG —BEDDING 6^ max 4^ mio —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE h( ALL PIPE) 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND ODMPACTED, AND ALL STONES REMOVED OR A 4^ BEDDING OF NO, 88 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A M|N|K4UK4 G^ BEDDING OF NO, 88 STONE 1*1 Oat 11 11 1 FOR BENDS 8^ & SMALLER USE STRAP � EQUIPPED WITH CHARLOTTESVILLE THREADS ON BEND WITH ANCHOR BOLT ON KEN�EQY GUAOMA AN |K'81A) AR� (—EJTER LINE OF D[ND USE BAAD|NG STRAPS ' � MUELLER CENTURION (A'423) 2FOR BENDS 10^ THROUGH 12^ USE ON ALL PIPE SIZES ' LENGTH OF BRANCH VARIE 2 STRAPS ON BENDS ADJACENT TO BELLS, OR APPROVED EQUAL &F -OR 18^ BENDS USE 3 STRAPS N /' | 6. MIN T+J:_�E \ __| � (2700) VALVE GRAVEL #4 BARS fd 12" ON CENTER FOR 12" BENDS & LARGER CONCRETE CLASS B MIN VALVE'0 6" GATE 8^ X S^ ELEVATION 77F- -------- TEE PAINT ALL EXPOSED STEEL WITH 2 OOAT3 0r B'TUM|NOUS PAINT.2500 P,S.1, CONCRETE U �| PIPE SIZE ANCHOR EXTENDS INTO SIDE OF DITCH � TEST CONNECTION Project No.: STEEL, WEDG-LOK AS MAN. BY DELTA COUPLING Designed: PRODUCTS OR APP'D. EQUAL DRESSER--- 12 2" GATE VALVE W/ THREADED _ 36" MIN. COUPLING CONNECTIONS r---� METER DITCH LINE---- C/) LU STRAINER 12" MIN15' MIN 30" MA BLOCK' 12 CONCRETE [}| � KJ �L/�|� | SPACING SPACING SPACINGD.1, PIPE ANCHOR NO. 1 ATNO, 2 FIRST JOINT ABOVEGRADE SPACING50% OR GREATER NOT OVER 16'6,40PROFILEco 1*1 Oat 11 11 1 FOR BENDS 8^ & SMALLER USE STRAP � EQUIPPED WITH CHARLOTTESVILLE THREADS ON BEND WITH ANCHOR BOLT ON KEN�EQY GUAOMA AN |K'81A) AR� (—EJTER LINE OF D[ND USE BAAD|NG STRAPS ' � MUELLER CENTURION (A'423) 2FOR BENDS 10^ THROUGH 12^ USE ON ALL PIPE SIZES ' LENGTH OF BRANCH VARIE 2 STRAPS ON BENDS ADJACENT TO BELLS, OR APPROVED EQUAL &F -OR 18^ BENDS USE 3 STRAPS N /' | 6. MIN T+J:_�E \ __| � (2700) VALVE GRAVEL #4 BARS fd 12" ON CENTER FOR 12" BENDS & LARGER CONCRETE CLASS B MIN VALVE'0 6" GATE 8^ X S^ ELEVATION 77F- -------- TEE PAINT ALL EXPOSED STEEL WITH 2 OOAT3 0r B'TUM|NOUS PAINT.2500 P,S.1, CONCRETE U �| U0-0.7 24^ X 36^ ALUMINUM ACCESS HATCH---\ OVER METER AND TEST TAP � PIPE SIZE Scale: AS NOTED STEPS SHALL BE RUBBER COATED TEST CONNECTION Project No.: STEEL, WEDG-LOK AS MAN. BY DELTA COUPLING Designed: PRODUCTS OR APP'D. EQUAL DRESSER--- 12 2" GATE VALVE W/ THREADED _ 36" MIN. COUPLING CONNECTIONS r---� METER 2" GALV, PIPE STRAINER 12" MIN15' MIN 30" MA BLOCK' U0-0.7 24^ X 36^ ALUMINUM ACCESS HATCH---\ OVER METER AND TEST TAP � 721 MIN. MIN. NOTES: 1, K8|N|N0M WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4^ MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8^ 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 3. PR0gDE A FLOUR DRAIN WITH A 3^ DRAIN PIPE RUN TO DAYLIGHT OR |N8TALL A SUMPPUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. ��AU�LT 3»METERNTN.T.S. DE71CAL � T. BASE AND THRUST FLAT STEEL STRAP BLOCK AGAINST WIDTH ` Dl ^F^ UNDISTURBED STABLE THICKNESS OF S0L, STEEL PILE FILLET VjEl..C, �_'3/4^ THREADED RODS TO STANDARDHEX �� WHEN THE 30L |S DISTURBED OR WHEN MAIN |N ALL INSTALLATIONS, , PLATE WASHER A HYDRANT IS LOCATED IN A F|LL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4^ OR ASPHALT COATED AD THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE NOMINAL NCHOR SHALL BE USED AS ADD|T|ONAL SUPPORT INSIDE DIA. BOLTS EXTRASTRONG STEEL PIPE -- NOTE: 1 SURROUND WEEP HOLES VV(TH GRAVEL AND KEEP FREE OF CONCRETE, M4 ARS ' ER FOR 2. MAINTAIN A 3' MIN, COVER FROM THE MAIN T{) THE FIRE HYDRANT |ON CENT � INCLUDING DITCHES„. "Emn” ~ 3, FINISHED GRADE SHALL SLOPE *v*, FROM THE FIRE n,D"mxT m^u.n VALVE BOX. LARGERSECTION 4. THE GATE VALVE /S ALL0VEO IN SHOULDER DR BEHIND THE DITCH. /CHART FOR UPPER NOTE: STANDARD 90' HOOK 0NEND OF ANCHOR IT IS NOT ALLOWED IN THE DITCH. VERTICAL DU]CN/NG BOLTS TO FACE CENTER OF BLOCKS. 1THRUST BLOCKS ARE REOU|H±U VVn�m�vtn /nc n�cumc � unmvoca u.n�v..v..' CHANGES S|ZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S1 CONCRETE. 3 NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4 THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, �� O^��8��^� �� UPPER ��RTyC&0 ��E�� 8�� HYDRANT �� CONCRETE THRUST BLOCKS ----18 m| � u�/m� N.T.S. (9_�71CAL NIS. PLAN AND SECTION � JUNCTION BOXES TRANSFORMER PADS PEDESTALS, ETC � —JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OFWAY SHALL NOT BE ^~~'''E~ WITHIN^THE R'—HT OF 3000 PSI CONC. BASE _ __ FLOW / K 10'~/' / l / PLUG END OF SERVICE LATERAL BENCH SLOPED TO �LUVV �� l CHANNEL 1/4^ 1' MIN 0' | | /_ 5' | U Fl � � X || BRANCH 41, b. FLEXIBLE CONNECTION NOTE: UJ WITH STAINLESS STEEL _J ALL CONNECTIONS TO BAND F__ EXISTING MANHOLES ALL | o BE CORED AND A FLEXIBLE TYPICAL SANITARY VA HOLE CONNECTION . BOOT SHOWING BRANCH TIE-IN INSTALLED LAN MAIN LINE CASTIN IN LINE WYE -TEE PLAN AS INDICATED SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TDP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED, 3GRADE FDR SEVVER 8ERV|CE CONNECT|ON SHALL BE �% (1/4^ PER F0OT ) TYPE)PLACE 5' GALV. WITNESS POSTPAINTED BLUE TO INDICATE VALVELOCATION MAY BE SUBJECT TOHIGHWAY DEPARTMENT APPROVAL.FINISHED GRADEADJUSTABLE VALVE BOXI Ll W/ LID BINGHAM & TAYLORFIG. NO. 4905 (SCREW OR APPROVED EQUAL 21 C0 ff WATER L|NE M.J.� GATE VALVE 2500 P.S.I. �ONCRETE 2'x 2' BEARING ' AREA THRUST BL00K---'~- NOTE �|N REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. -��r��8��A8 �� N, S, DETAIL ILA CABLE POWER PHONE GAS WATER S EN ER 3: LOCATION OF OTHER UTILITI'E") 0 6 b (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) C� E'ASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM - 30' MINIMUM WATER & SEWER x SEE PART 3 PARAGRAPH D; SEPARATION OF WATER & SEWER LINES, x SEE IPART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 80° TO THE RIGHT OF WAY UTILITIES DRDSS|NK] A WATER OR SEWER EASEMENT SHOULD BE AT 80, TO THE RIGHT OF WAY �O fl/��JS AND �� Y��0DT�0 SUPPORT UTILITY LOCATIONS AND EASEMENT 18 ---- N|��186ET�11_ N.T.S, ) McKee Carson and Field Sport Concepts, Ltd.reserves its common law copyright and otherroperty rights in these drawings. All ideas,designs, sections, details, and plans are theproperty of McKee Carson and Field SportConcepts, Ltd. These plans are not to bereproduced, changed, or copied in any formor manner whatsoever, nor are they to beassigned to any third party without firstobtaining the express permission and consentof either McKee Carson or Field SportConcepts, Ltd. Scale: AS NOTED STEPS SHALL BE RUBBER COATED TEST CONNECTION Project No.: STEEL, WEDG-LOK AS MAN. BY DELTA COUPLING Designed: PRODUCTS OR APP'D. EQUAL DRESSER--- 12 2" GATE VALVE W/ THREADED _ 36" MIN. COUPLING CONNECTIONS r---� METER 2" GALV, PIPE STRAINER 12" MIN15' MIN 30" MA BLOCK' 721 MIN. MIN. NOTES: 1, K8|N|N0M WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4^ MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8^ 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 3. PR0gDE A FLOUR DRAIN WITH A 3^ DRAIN PIPE RUN TO DAYLIGHT OR |N8TALL A SUMPPUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. ��AU�LT 3»METERNTN.T.S. DE71CAL � T. BASE AND THRUST FLAT STEEL STRAP BLOCK AGAINST WIDTH ` Dl ^F^ UNDISTURBED STABLE THICKNESS OF S0L, STEEL PILE FILLET VjEl..C, �_'3/4^ THREADED RODS TO STANDARDHEX �� WHEN THE 30L |S DISTURBED OR WHEN MAIN |N ALL INSTALLATIONS, , PLATE WASHER A HYDRANT IS LOCATED IN A F|LL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4^ OR ASPHALT COATED AD THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE NOMINAL NCHOR SHALL BE USED AS ADD|T|ONAL SUPPORT INSIDE DIA. BOLTS EXTRASTRONG STEEL PIPE -- NOTE: 1 SURROUND WEEP HOLES VV(TH GRAVEL AND KEEP FREE OF CONCRETE, M4 ARS ' ER FOR 2. MAINTAIN A 3' MIN, COVER FROM THE MAIN T{) THE FIRE HYDRANT |ON CENT � INCLUDING DITCHES„. "Emn” ~ 3, FINISHED GRADE SHALL SLOPE *v*, FROM THE FIRE n,D"mxT m^u.n VALVE BOX. LARGERSECTION 4. THE GATE VALVE /S ALL0VEO IN SHOULDER DR BEHIND THE DITCH. /CHART FOR UPPER NOTE: STANDARD 90' HOOK 0NEND OF ANCHOR IT IS NOT ALLOWED IN THE DITCH. VERTICAL DU]CN/NG BOLTS TO FACE CENTER OF BLOCKS. 1THRUST BLOCKS ARE REOU|H±U VVn�m�vtn /nc n�cumc � unmvoca u.n�v..v..' CHANGES S|ZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S1 CONCRETE. 3 NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4 THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, �� O^��8��^� �� UPPER ��RTyC&0 ��E�� 8�� HYDRANT �� CONCRETE THRUST BLOCKS ----18 m| � u�/m� N.T.S. (9_�71CAL NIS. PLAN AND SECTION � JUNCTION BOXES TRANSFORMER PADS PEDESTALS, ETC � —JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OFWAY SHALL NOT BE ^~~'''E~ WITHIN^THE R'—HT OF 3000 PSI CONC. BASE _ __ FLOW / K 10'~/' / l / PLUG END OF SERVICE LATERAL BENCH SLOPED TO �LUVV �� l CHANNEL 1/4^ 1' MIN 0' | | /_ 5' | U Fl � � X || BRANCH 41, b. FLEXIBLE CONNECTION NOTE: UJ WITH STAINLESS STEEL _J ALL CONNECTIONS TO BAND F__ EXISTING MANHOLES ALL | o BE CORED AND A FLEXIBLE TYPICAL SANITARY VA HOLE CONNECTION . BOOT SHOWING BRANCH TIE-IN INSTALLED LAN MAIN LINE CASTIN IN LINE WYE -TEE PLAN AS INDICATED SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TDP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED, 3GRADE FDR SEVVER 8ERV|CE CONNECT|ON SHALL BE �% (1/4^ PER F0OT ) TYPE)PLACE 5' GALV. WITNESS POSTPAINTED BLUE TO INDICATE VALVELOCATION MAY BE SUBJECT TOHIGHWAY DEPARTMENT APPROVAL.FINISHED GRADEADJUSTABLE VALVE BOXI Ll W/ LID BINGHAM & TAYLORFIG. NO. 4905 (SCREW OR APPROVED EQUAL 21 C0 ff WATER L|NE M.J.� GATE VALVE 2500 P.S.I. �ONCRETE 2'x 2' BEARING ' AREA THRUST BL00K---'~- NOTE �|N REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. -��r��8��A8 �� N, S, DETAIL ILA CABLE POWER PHONE GAS WATER S EN ER 3: LOCATION OF OTHER UTILITI'E") 0 6 b (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) C� E'ASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM - 30' MINIMUM WATER & SEWER x SEE PART 3 PARAGRAPH D; SEPARATION OF WATER & SEWER LINES, x SEE IPART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 80° TO THE RIGHT OF WAY UTILITIES DRDSS|NK] A WATER OR SEWER EASEMENT SHOULD BE AT 80, TO THE RIGHT OF WAY �O fl/��JS AND �� Y��0DT�0 SUPPORT UTILITY LOCATIONS AND EASEMENT 18 ---- N|��186ET�11_ N.T.S, ) McKee Carson and Field Sport Concepts, Ltd.reserves its common law copyright and otherroperty rights in these drawings. All ideas,designs, sections, details, and plans are theproperty of McKee Carson and Field SportConcepts, Ltd. These plans are not to bereproduced, changed, or copied in any formor manner whatsoever, nor are they to beassigned to any third party without firstobtaining the express permission and consentof either McKee Carson or Field SportConcepts, Ltd. 1. 01 / 15/01 COUNTY COMMENTS 2. 02/07/01 COUNTY COMMEN TS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDC 6. 07/25/02 MULTI -SOURCE Scale: AS NOTED Date: 9/15/00 Project No.: 9828.003 Designed: AGF ~ _ r---� ~ 1. 01 / 15/01 COUNTY COMMENTS 2. 02/07/01 COUNTY COMMEN TS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDC 6. 07/25/02 MULTI -SOURCE Scale: AS NOTED Date: 9/15/00 Project No.: 9828.003 Designed: AGF Checked: MEK 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 11, FULL REFERENCE IS MADE TO THE EROSION AND SEDIMENT CONTROL NARRATIVE, DATED VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE 15 SEPTEMIBER 2000, AS AN INTEGRAL PART OF THE EROSION AND SEDIMENT CONTROL PLAN. IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT BASIN SHALL BE CLEANED OUT 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, MAINTENANCE STABILIZED FROM FURTHER EROSION, AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 13, 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 3. EFROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER SHALL NOT BE ALLOWED TO BILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. CULVERTS, 4, PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED 14. EXISTING VEGETATION: MIX OF WOODED AND OPEN GRASSY AREAS, AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE, AINY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 15. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF TIHAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT PRESSURE.. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN DORMANT FOR MORE THAN ONE YEAR, APPROVED SETTLING AREA TO REMOVE SEDIMENT, ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES. 5. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1, 16. TEMPORARY DIVERSION DIKE IS TO BE INSTALLED 2 FEET FROM THE TOP OF SLOPE AND MADE TO DRAIN TO THE BASIN OR OTHER APPROVED ESC STRUCTURE AT THE END OF 6. TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED EACH DAY, THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA ON PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC, 3.31. USE ANNUAL IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL, R'YEGRASS AT THE RATE OF 100 LBS/ACRE. 17, SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE ALBEMARLE 7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED COUNTY ESC OFFICER APPROVES REMOVAL, Tt0 ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER. SEEDING AND MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD, & SPEC, 3.32 AND 3.35, 18. INLET PROTECTION NOT REQUIRED AROUND STORM MANHOLES IF MANHOLES ARE COVERED. GRASS SEED MIX SHALL BE REBEL 11 TALL FESCUE BLEND AT 80 TO 90%, IMPROVED PERENNIAL RYEGRASS AT 5 TO 10%, AND KENTUCKY BLUEGRASS AT 5 TO 10%. LADDED TRUCT DIVERSION DIKE AT THE TOP OF THE LARGE 2:1 CUT SLOPE IMMEDIATELY AFTER APPLICATION SHALL BE 350 TO 400 LBS/ACRE. LLATION OF STRUCTURES D-2, E-2 AND STORM DRAINS TO MINIMIZE EROSION TO THE E AFTER CONSTRUCTION ACTIVITY IS COMPLETE, DIVERSION DIKE TO BE MULCHED AND 8, 11 LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE ED, DIVERSION DITCH MAY NEED TO BE REPLACED WITH SILT FENCE AND PROTECTION EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE AROUND INLETS TO PROPERLY IS PHASE 2 CONSTRUCTI�"v. OF A GRADING PERMIT. .1 /BMP' IS T BE U ASA DIMEN BASIN U IN C N RUC sIORi. ONCEC TR C i 9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND IS COMPLETE IN PHASE I & II THE SEDIMENT MATERIAL WILL BE REMOVED AND THE POND SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING CONVERTED TO MEET THE REQUIREMENTS OF THE APPROVED BMP PLAN. STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN CIRCULATION AREAS AND ENVIRONMENTAL QUALITY, 21. TREE PROTECTION PROPOSED ON THIS PLAN SHALL REMAIN IN PLACE ;_.:.'7"_ COMPLETION OF PHASE 2 CONSTRUCTION. OWNER OF PHASE 2 TO ASSUME BONDING AND ONGOING MAINTENANCE 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS RESPONSIBILITIES FOR SAME AT TIME OF PHASE 1 CONTRACTOR DEMOBILIZATION. AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, 22, OWNERS OF PHASE 1 AND 2 TO ESTABLISH AGREEMENT FOR BONDING, ONGOING MAINTENANCE, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS AND CONVERSION OF SEDIMENT BASIN TO BMP POND, COPY OF SAID AGREEMENT TO BE PROVIDED TO AIRE MAINTAINED IN A CL=AN, MUD AND DUST -FREE CONDITION AT ALL TIMES. i ALBEMARLE COUNTY DEPARTMENT OF ENGINEERING AND PUBLIC WORKS PRIOR TO APPROVAL OF MARTHA dEFFERSON HOSDA I PI I PA N TOPS M TN PL A I .. -.. LIMITS OF 15' - CONSERVATION EASEMENT PHASE 2 PLANS, 23, STOCKPILING OF TOPSOIL FOR PHASE 1 TO BE COORDINATED WITH 0!"il.? R OF PHASE 2. A 174��. k�AFSAFETY FENCE E. & S. STD. & SPEC. 10. 3.01 �)ECONSTRUCTION ENTRANCE oMO, SEE PAVED CE WITH WASH RACK DETAIL o UCONISTRUCTION ROAD STABILIZATION E, & S. STD. & SPEC. N0, 3.03 !F)SILT FENCE E. & S. STD. & SPEC. NO. 3.05 STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO. 3.07 ® TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3,09 s� TEMPORARY SEDIMENT TRAP E. & S. STD. & SPEC. NO. 3.13 TEMPORARY SEDIMENT BASIN E, & S, STD. & SPEC. N0. 3.14 �S TEMPORARY SLOPE DRAIN E. & S. STD. & SPEC. NO. 3.15 apOUTLET PROTECTION E. & S. STD. & SPEC. NO. 3.18 (!R)SURIFACE ROUGHENING E. & S. STD. & SPEC. NO. 3.29 -3- TOPSOILING O) E. & S. STD, & SPEC. NO. 3.30 -� TEMPORARY SEEDING E. & S. STD. & SPEC. N0. 3.31 PERMANENT SEEDING (!)S E. & S. STD. & SPEC. NO. 3.32 �u MULCHING E, & S, STD. & SPEC. N0, 3,35 JPXN TREE PROTECTION E. & S, STD. & SPEC. NO, 3.38 DUST CONTROL (P JC E. & S, STD. & SPEC. NO. 3.39 APPOVED EQUA' TO ADDITIONAL 10'x30' La= HANDLE VELOCITIES OUTLET PROTECTION W= 10' WIDE BOTTOM TO INCLUDE EMERGENCY 3Do= 2:1 SIDE SLOPES SPILLWAY OUTFALL l LU 20 J I � 4 w j o J �r RIVER- ---� `< SEND _ DRIVE S v IS.R. ©U 1116/ D�7�F S� TOA 11401 � r I M.J,H. W.C.B.R/-SITE GLENORCHY P.J.P. 2 d 64 STATE FARM BLVD. (S.R. 1117) 0 40 EPA CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law 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 efther McKee Carson or Field Sport Concepts, Ltd. TH Qr . ROBERT B. MCKEE� NO. 7783 ��ssl �G��' ®NAL11%0 J Revisions: 1. 01/15/01 COUNTY COMMENTS 2. 02/07/01 COUNTY COMMENTS 3. 07/31/01 COUNTY COMMENTS 4. 08/30/01 GENERAL REVSIONS 5. 10/19/01 PER EDG 6. 07/25/02 MULTI -SOURCE 7. 10/07/02 ENG/ESC COMMENTS Scale: 1" = 40' Date: 9/15/00 Project No.: 9828,003 Designed: MSF/AGF Checked.: MEK Sheet No.: Of: 20 .00oq I McKEE CARSON DRAINAGE SWALE 3" BM -2 ASPHALT A A 18" MIN, GRAVEL* {12"MIN. DEPTH) LANDSCAPE ARCHITECNSULTING TS DIRECTS FLOWLAND PLANNERS 70 TO SEDIMENT TOP COURSE ' MIN. 1, SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH RUNOFF WATER BASIN - EXISTING -� 301 East High Street UPSLOPE ALONG THE LINE OF WITH SEDIMENT 2% 2 la PAVEMENT STAKES, I Charlottesville, VA 22902 3 o 804-979-7522 Iwww.mc<eeca rson.com d FILTER 6" MIN, 6" 21A AGGREGATE ` '�- of / %�-\ __ PIPE OUTLET TO FLAT r ` / �� r / / _ _ AREA WITH NO DEFINED BASE CLOTH _ a /'�- fI �) - / - CHANNEL17 - °Q I VIII - PLAN VIEW I I� 41 a ° II III- )`McKee Carson and Field Sport Concepts, Ltd. SECTION A -A EXISTING - EX• CURB OR �!�i r -� `� ' FILTERED o WIRE MESH reserves its common law copyright and other GROUND EDGE OF = _ / / SEDIMENT WATER PAVEMENT FLOW II 1L / �/ \� I property rights in these drawings. All ideas, 70' MIN. / I I _ - % / \� a SPECIFIC APPLICATION designs, sections, details, and plans are the ° THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE property of McKee Carson and Field Sport B ASPHALT PAVED li II 4„ � 0 /° _ EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE WASHRACK Concepts, Ltd. These plans are not to be =d INCONVENIENCE 0R DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS,3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT II1�11,reproduced, changed, or copied in any form AL- 2% z a 2%, TO STAKES AND EXTEND THE EXCAVATED SOIL, X GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE or manner whatsoever, nor are they tobe AL� _ �' 2�°�I ', : �A IT INTO THE TRENCH, GRAVEL FILTER 12'._ SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED iFOR ENTIRE PERIMETERGRAVEL AND I RUNOFF WATER -- WIRE MESH -_ l assigned to any third patty without first EXISTING FILTERED WATER E DROP INLETSEDIMENT ILT XD -003 obtaining the express permission and consent PAVEMENT A of either McKee Carson or Field Sport 1 i j o 20 DETAIL N.T.S. Concepts, Ltd. B POSITIVE DRAINAGE � - Q 3d (MIN.) TO SEDIMENT o _ A a DEVICE I TRAPPNG D % �-�_ P TEND FULL WIDTH OF INGRESS AND EGRESS /j �- �- - - _ -� d MUST EXo OPERATION I FLOW II o _� PIPE OUTLET TO WELL jj i , f "[ DEFINED CHANNEL VIEWTH -ii{IIF t' IIII 11W SEDIMENT II a A a PLAN VIEW - COMPACTED SOIL 12' MIN SHEET FLOW INSTALLATION CONCRETE GUTTER -12" L - ___.: (PERSPECTIVE VIEW) �- CURB INLET - a EROSION CONTROL FABRIC 2°j --- ' ` - ROBERT B. MCKEE� 18' MIN. `- - `--_ VDOT ST'D• EC -3 = _-- NO, 7783 777 _ __` _= _ __ ___ _ _ �-- FLOW 0 /° i rs `= } - si¢ ms=s o...� ,o .o.. ;foo. ••Qo: FLOW 3' I A MA A SPECIFIC APPLICATION III i` ` IIII - d _ 'IIII II I Jl i � SECTION A -A to IIII I =� -- �SIONAL � FILTER �\ �/ fTHIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS FILTER CLOTH KEY IN 6"-9"; RECOMMENDED CLOTH \ ,\� / WHERE PONDING IN FRONT OF THE STRUCTURE IS "SOT LIKELY TO CAUSE FOR ENTIRE PERIMETER 45 MIN. SECTION B -B ��/\�� INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION // BASKET, OR CONCRETE, NOTE: A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK f� - 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT POINTS A SHOULD BE HIGHER THAN POINT B. X GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, 2. PLATES 3.18-3 AND 3.18-4. PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED DRAINAGEWAY INSTALLATION 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING LESS THAN 6 INCHES. STORM DRAINS, DITCHES OR WATERCOURSES. (FRONT ELEVATION) A AVE T I T A E X[)_001 B IT FENCE (WITHOUT I T XD-OQ9 DETAIL VEL URB INL EUI ENT FILTER XD -004 D I T T CONDITIONS XD -016 F T IU1 A 1� DIVERSION I XD -006 � 20 PLAN AND SECTION N.T.S. 20 DETAIL N•T.S. 20 N. T, S. 20 PLAN AND SECTION N.T.S. 20 DETAIL N.T.S. CREST OF EMERGENCY SPILLWAY 492.00 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS 1' VAR. ACCORDING TO HEIGHT OF EMBANKMENT (FEET) ORIGINAL r �� ■ a �A DESIGN HIGH WATER GROUND I (25 -YR. STORM ELEV•) 1 _ H HO W W L9 ELEVATION I VAR, MIN. 1.0' -- I 0.5' 1,5 0.5 2,0 1.0' 1 2.0 1.0 2.0 MIN. 1.0' --_ ------ 67 CU. YD./ACRE _ � 2.5 1.5 2.5 VARIABLE 48" RISER CREST \ 488.00 3.0 2.0 2,5 H 67 C.Y./ AC. - _ 3.5 2.5 3.0 H DEWATERING 0 "DRY" STORAGE �` DEVICE 4.0 3.0 3.0 67 CU. YD./ACRE ti' ORI�INUAILS OF q2.75 4,5 3.5 4.0 I `� 8 (EXCAVATED) 4' MAX. 67 C.Y./ AC. 5.0 4.0 4.5 ELEOE TO BE ORIGINAL T FILTER GROUND WET" STORAGE------- RA E DETERMINED BY G _ _ PROJECT ENGINEER CLOTH ELEVATION III -III -III -I, *SEE TEMPORARY SEDIMENT TRAP COARSE CLASS 1 151.51 LF 36" RCP rd0.64°I° EXCAVATED AREA-1Ili;,lll AGGREGATE SNOW FENCE 47 DIMENSIONS DETAIL RIPRAP SEDIMENT CLEANOUT POINT MAX. DEPTH = 4' ("WET" STORAGE REDUCED CROSS SECTION OF OUTLET TO 34 �: /ACRE) T �I;I' > o LENGTH (IN FEET) = 480.94 DESIGN ELEVATIONS WITH J E I '� '1 ADIMENSIONS II , ;�, 6 x DRAINAGE AREA INV:492 EMERGENCY SPILLWAY - T,S. CLASS I RIPRAP (IN AC.) 20)_ITPORARY N.T.S. r" " I r I00 Ask gftw DIVERSION __ AAWDIKE DESIGN HIGH WATER NOTE: RISER AND PIPE ARD FENCE \ (25 -YR. STORM ELEV.) MIN, 2.0' CONNECTION TO BE - MIN. 3,0' THOROUGHLY SEALED - CORD FENCE 100" 901, PLASTIC FENCE MIN. 0.5' 4.4 � 67 C,Y,/ AC, DI 7 �� CORRECT METHODS OF TREE FENCING , �- "DRY" S i ORAGE GRAE 1. COARSE AGGREGATES i RISER CREST 67 C.Y./ AC. l O "WET" STORAGE DEWATERING I( �2 EXCAVATEy„ DEVICE N -- AREA FILTER CLOTH 42" OPENfNG =1 i 6" I=III=1 I I= IIII ,III, 1 I. = I= _I I =) I (=III= v =III=1II-1II =� 3 ' III=1 I- =III=1 - SEDIMENT 1 I� _ _ COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 CLEANOUT POINT 48" RISER® --,_ I=III=III- I I- =III=III--III-) � -- -_ _ -_ -_, - - = -III- CUTLET PERSPECTIVE VIi�II - III-I►i=III-III---III-I I�I,- Iii=iii-III-III.-III. II- i DESIGN ELEVATIONS WITHOUT=III=III=1IIiIIII-III-III-1I1- .00 EMERGENCY SPILLWAY I 1, r/ (RISER PASSES 25 -YR. EVENT) TYPICAL CONCRETE SASE TYPICAL STEEL BASE 14 _ HSCHEMATIC K I I A CONDITIONS .FENCE- 205 CORRECT TRUNK ARMORING TEMPORARY I TRAP XD -008 NA I IL V TI PRECAST ANTI -VORTEX DEV) NTS 20 DETAIL N.T.STRIA ULAR BOARD FENCE 20 PERSPECTIVE AND SECTION N.T.S. SECTION N.T•S, 20 SECTION Source: Va. DSCW NOTES: SEE ANTI -VORTEX DEVICE DETAIL1 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO -HAND WHEEL _ T T TI PRESERVATION -FENCINGXD-021 INSURE THAT ALL JOINTS ARE WATERTIGHT. N.T.S. CORRECTIVE MEASURES WILL BE THE 90" RC TRASH RACK DETAIL RESPONSIBILITY OF THE CONTRACTOR. WITH ANTI -VORTEX SUPPORT fv11NIMUM IOP WIDTH (G REQUIRED FOR SEDIMENT TRAP EMBANKMENTS 2 CONTRACTOR SHALL PROVIDE SHOP DWGS DEVICE BAR ACCORDING TO HEIGHT OF EMBANKMENT (FEET) FOR THE RELEASE STRUCTURE. g' H HO W W 3. 48" RCP RISER TO HAVE 48" RC CAP, CAP TO HAVE 42" DIAMETER OPENING. - VALVE STEM 1.5 0.5 2.0 - I�JCREST OF __ 4• PROVIDE STEPS IN RISER - RUST PROOF 2.0 1.0 RISER: 488.00 2.5 1.5 2.5 2.0 Revisions: VALVE STEM _ 6 3.0 2.0 2.5 H 1. 01/15/01 COUNTY COMMENTS SUPPORT (TYPJ /i j3.5 2.5 3.0 2. 02/07/01 COUNTY COMMENTS RUST PROOF (i + 48" RCP RISER WATERTIGHT 4.0 3.0 3.0 HO 3. 07/31/01 COUNTY COMMENTS REMOVE AND PLUG 6" 8" SEAL 4.5 3.5 4.0 ti ORIGINAL 4. 08/30/01 GENERAL REVSIONS ORIFICE WHEN BASIN ISGROUND 5, 10/19/01 PER ED CONCERTED TO BMP POND. 6" BUTTERFLY VALVE 5.0 4.0 4.5 SET VALVE IN 3,000 PSI ELEV. 6. 07/25/02 MULTI -SOURCE DEWATERING DEVICE MIN CONCRETE BASE ELEV. 4827536" RCP BARREL -III-III-III I, PLUG PIPE DURING USE AS SEDIMENT )� EXCAVATED AREA iIIIII�I'III�iIII BASIN. ONCE USE AS SEDIMENT BASIN MAX. DEPTH = 4' IS NO LONGER REQUIRED, BASIN WILL° BE CLEANED OF SILT MATERIAL AND ` , °• CO'NQRETI ,'BA�� ° 1E8" DEPTH CONVERTEDTO BMP POND RISER - 9'6" DIAMETER SHOWN ON SHEET 16. POND RISER- SEDIMENT BASI (D_�!IPQRIkRY_SEDIMEI�T T AP Di _NIN XDSECTIQNNTS TAIL ____.� N.T.S. Scale: AS SHOWN Date: 9/15/00 Project No.: 9828.003 Designed: MFS/AGF Checked: MEIN